. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
This SOR is based on MORT&H Standard Data book for analysis of Rates for Road and Bridge Works (2003).
Specification Clause nos must be checked as per Current Specifications
CONTENTS
CHAPTER-1 CARRIAGE OF MATERIALS
CHAPTER-2 SITE CLEARANCE
CHAPTER-3 EARTH WORK, EROSION CONTROL AND DRAINAGE
CHAPTER-4 SUB-BASES, BASES (NON- BITUMINOUS) AND SHOULDERS
CHAPTER-5 BASES AND SURFACE COURSES (BITUMINOUS)
CHAPTER-6 CEMENT CONCRETE PAVEMENTS
CHAPTER-7 GEOSYNTHETICS AND REINFORCED EARTH
CHAPTER-8 TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES
CHAPTER-9 PIPE CULVERTS
CHAPTER-10 MAINTENANCE OF ROADS
CHAPTER-11 HORTICULTURE
CHAPTER-12 FOUNDATIONS
CHAPTER-13 SUB-STRUCTURE
CHAPTER-14 SUPER-STRUCTURE
CHAPTER-15 RIVER TRAINING AND PROTECTION WORKS
CHAPTER-16 REPAIR AND REHABILITATION
PWD UTTARAKHAND
RATE ANALYSIS REPORT
___________________________________________________________________________________________________Page no. 1 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 1 - CARRIAGE OF MATERIALS
1-1
Unit = Cum
Taking output = 5.5 Cum
Time required for
i) 1.00 Min
ii)
13.00 Min
ii)
2.00 Min
iii)
4.00 Min
Total 20.00 Min
Code Unit Qty. Amount
PMC012 hours 0.33 1316.70 / hours 434.51
PMC028 hours 0.33 695.59 / hours 229.54
664.06
Over Head excluding Tax (10%-4%) @6% 664.06 x 6 % 39.84
Contractor's Profit @10% 703.90 x 10 % 70.39
Labour Cess @1% 774.29 x 1 % 7.74
782.03
142.19
142.20
1-2
Unit = Cum
Taking output = 5.5 Cum
Code Unit Qty. Amount
PL14 day 0.11 444.00 / Day 48.84
PL15 day 0.75 420.00 / Day 315.00
PMC028 hours 0.75 695.59 / hours 521.69
885.53
Over Head excluding Tax (10%-4%) @6% 885.53 x 6 % 53.13
Loading and Unloading of Boulders by Manual Means
Machine
Tipper 5.5 cum/10 ton capacity
Total Resource Cost
Note :- Unloading will be by tipping.
Mate
Beldar/mazdoor (unskilled)
Resource
Front end-loader 1 cum bucket capacity
Total Resource Cost
Cost For 5.5 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Machine
Loading and unloading of stone boulder / stone aggregates / sand / kanker / moorum.
(Placing tipper at loading point, loading with front end loader, dumping, turning for return trip,
excluding time for haulage and return trip)
Positioning of tipper at loading point
Loading by front end loader 1 Cum
bucket capacity @ 25 Cum per hour
Waiting time, unforeseen
contingencies, etc
Maneuvering, reversing, dumping and
turning for return
Tipper 5.5 cum/10 ton capacity
Note :- Unloading will be by tipping.
Rate
Labour
___________________________________________________________________________________________________Page no. 2 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 938.66 x 10 % 93.87
Labour Cess @1% 1,032.53 x 1 % 10.33
1,042.86
189.61
189.60
1-3
Unit = Tonne
Taking output = 10 Tonne
Code Unit Qty. Amount
PL14 day 0.08 444.00 / Day 35.52
PL15 day 2.00 420.00 / Day 840.00
PMC033 hours 2.00 585.20 / hours 1,170.40
2,045.92
Over Head excluding Tax (10%-4%) @6% 2,045.92 x 6 % 122.76
Contractor's Profit @10% 2,168.68 x 10 % 216.87
Labour Cess @1% 2,385.54 x 1 % 23.86
2,409.40
240.94
240.90
1-4
1-4-1 5.70 Per MT.Km
Unit = Tonne.Km
Taking output = 100 Tonne-Km (10 Tonne Load And 10 km Lead)
Speed with load: 25 km per hour Haulage with load 0.40 Hour
Speed while returning empty: 35 km per hour Empty return trip 0.29 Hour
Code Unit Qty. Amount
PMC028 hours 0.69 695.59 / hours 479.96
479.96
Over Head excluding Tax (10%-4%) @6% 479.96 x 6 % 28.80
Contractor's Profit @10% 508.75 x 10 % 50.88
Labour Cess @1% 559.63 x 1 % 5.60
565.23
5.65
5.70
1-4-2 6.80 Per MT.Km
Unit = Tonne.Km
Taking output = 100 Tonne-Km (10 Tonne Load And 10 km Lead)
Loading and Unloading of Cement or Steel by Manual Means and stacking.
Cost For 5.5 Cum
Rate per Cum
Say Rs. Per Cum
Cost For 100 Tonne-Km
Rate per Tonne-Km
Say Rs. Per Tonne-Km
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Truck 10 t capacity
Total Resource Cost
Cost For 10 Tonne
Rate per Tonne
Say Rs. Per Tonne
Cost of Haulage Excluding Loading and Unloading
Surfaced Road
Resource Rate
Machine
Tipper 5.5 cum/10 ton capacity
Total Resource Cost
Unsurfaced Gravelled Road
___________________________________________________________________________________________________Page no. 3 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Speed with load: 20 km per hour Haulage with load 0.50 Hour
Speed while returning empty: 30 km per hour Empty return trip 0.33 Hour
Code Unit Qty. Amount
PMC028 hours 0.83 695.59 / hours 577.34
577.34
Over Head excluding Tax (10%-4%) @6% 577.34 x 6 % 34.64
Contractor's Profit @10% 611.98 x 10 % 61.20
Labour Cess @1% 673.18 x 1 % 6.73
679.91
6.80
6.80
1-4-3 13.70 Per MT.Km
Unit = Tonne.Km
Taking output = 100 Tonne-Km (10 Tonne Load And 10 km Lead)
Speed with load: 10 km per hour Haulage with load 1.00 Hour
Speed while returning empty: 15 km per hour Empty return trip 0.67 Hour
Code Unit Qty. Amount
PMC028 hours 1.67 695.59 / hours 1,161.64
1,161.64
Over Head excluding Tax (10%-4%) @6% 1,161.64 x 6 % 69.70
Contractor's Profit @10% 1,231.33 x 10 % 123.13
Labour Cess @1% 1,354.47 x 1 % 13.54
1,368.01
13.68
13.70
1-5
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.060 444.00 / Day 26.64
PL15 day 1.50 420.00 / Day 630.00
PM0110 cu.m 1.10 872.00 / Cum 959.20
1,615.84Total Resource Cost
Say Rs. Per Tonne-Km
Katcha Track and Track in river bed / nallah bed and choe bed.
Resource
Tipper 5.5 cum/10 ton capacity
Cost For 100 Tonne-Km
Rate
Machine
Tipper 5.5 cum/10 ton capacity
Total Resource Cost
Cost For 100 Tonne-Km
Rate per Tonne-Km
Rate per Tonne-Km
Say Rs. Per Tonne-Km
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Quarried Stone 150-200 mm size
Hand Broken Stone Aggregates 63 mm nominal size
(Supply of quarried stone, hand breaking into coarse aggregate 63 mm nominal size (passing
80 mm and retained on 50 mm sieve) and stacking as directed)
Resource Rate
Machine
Total Resource Cost
___________________________________________________________________________________________________Page no. 4 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 1,615.84 x 6 % 96.95
Contractor's Profit @10% 1,712.79 x 10 % 171.28
Labour Cess @1% 1,884.07 x 1 % 18.84
1,902.91
1,902.91
1,902.90
1-6
Notes:
Unit = Cum
Taking output = 631.58 Cum (600 Cum at crusher location)
Code Unit Qty. Amount
PL14 day 0.76 444.00 / Day 337.44
PL15 day 17.00 420.00 / Day 7,140.00
PL17 day 2.00 510.00 / Day 1,020.00
PMC012 hours 20.00 1316.70 / hours 26,334.00
PMC026 hours 6.00 24139.50 / hours 1,44,837.00
PMC028 hours 20.00 695.59 / hours 13,911.80
PM0130 cu.m 800.00 872.00 / Cum 6,97,600.00
8,91,180.24
Over Head excluding Tax (10%-4%) @6% 8,91,180.24 x 6 % 53,470.81
Contractor's Profit @10% 9,44,651.05 x 10 % 94,465.11
Labour Cess @1% 10,39,116.16 x 1 % 10,391.16
10,49,507.32
1,661.72
1,661.70
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Material
Stone Boulder of size 150 mm and
below
Total Resource Cost
Stone crusher (Integrated) of 200 TPH
Tipper 5.5 cum/10 ton capacity
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Cost For 631.58 Cum
Rate per Cum
Say Rs. Per Cum
Crushing of stone aggregates 13.2 mm nominal size.
(Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200
tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor
and vibrating screens to obtain stone aggregates of 13 mm nominal size.)
1)- 800 cum of stone boulders are needed to get 600 cum of stone chips of size 13.2
mm.
2)- 95 per cent of above cost will be attributed to the production of 600 cum of stone
chips of 13.2 mm size and balance 5 per cent to the production of stone dust which
comes out as a by-product.
3)- The integrated stone crusher includes primary and secondary crushing units.
Resource Rate
Labour
___________________________________________________________________________________________________Page no. 5 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
1-7
Notes:
Unit = Cum
Taking output = 744.44 Cum (670 Cum at crusher location)
Code Unit Qty. Amount
PL14 day 0.76 444.00 / Day 337.44
PL15 day 17.00 420.00 / Day 7,140.00
PL17 day 2.00 510.00 / Day 1,020.00
PMC012 hours 20.00 1316.70 / hours 26,334.00
PMC026 hours 6.00 24139.50 / hours 1,44,837.00
PMC028 hours 20.00 695.59 / hours 13,911.80
PM0130 cu.m 800.00 872.00 / Cum 6,97,600.00
8,91,180.24
Over Head excluding Tax (10%-4%) @6% 8,91,180.24 x 6 % 53,470.81
Contractor's Profit @10% 9,44,651.05 x 10 % 94,465.11
Labour Cess @1% 10,39,116.16 x 1 % 10,391.16
10,49,507.32
1,409.79
1,409.80
1-8
Front end-loader 1 cum bucket capacity
Stone crusher (Integrated) of 200 TPH
Tipper 5.5 cum/10 ton capacity
Material
Stone Boulder of size 150 mm and
below
Total Resource Cost
Cost For 744.44 Cum
Rate per Cum
Say Rs. Per Cum
Crushing of stone aggregates 40 mm nominal size
(Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200
tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor
and vibrating screens to obtain stone aggregates of 40 mm nominal size.)
Machine
1)- 800 cum of stone boulders are needed to get 670 cum of stone chips of size 20
and 40 mm.
2)- 90 per cent of above cost will be attributed to the production of 670 cum of stone
aggregates of 20mm size and balance 10 per cent will be for smaller size
aggregates and stone dust which comes out as a by-product.
3)- The integrated stone crusher includes primary and secondary crushing units.
Rate
Labour
Mate
Mazdoor/Beldar (Skilled)
Resource
Beldar/mazdoor (unskilled)
Crushing of stone aggregates 20 mm nominal size
(Crushing of stone boulders of 150 mm size in an integrated stone crushing unit of 200
tonnes per hour capacity comprising of primary and secondary crushing units, belt conveyor
and vibrating screens to obtain stone aggregates of 20 mm nominal size.)
___________________________________________________________________________________________________Page no. 6 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Notes:
Unit = Cum
Taking output = 882.35 Cum (750 Cum at crusher location)
Code Unit Qty. Amount
PL14 day 0.76 444.00 / Day 337.44
PL15 day 17.00 420.00 / Day 7,140.00
PL17 day 2.00 510.00 / Day 1,020.00
PMC012 hours 20.00 1316.70 / hours 26,334.00
PMC026 hours 6.00 24139.50 / hours 1,44,837.00
PMC028 hours 20.00 695.59 / hours 13,911.80
PM0130 cu.m 800.00 872.00 / Cum 6,97,600.00
8,91,180.24
Over Head excluding Tax (10%-4%) @6% 8,91,180.24 x 6 % 53,470.81
Contractor's Profit @10% 9,44,651.05 x 10 % 94,465.11
Labour Cess @1% 10,39,116.16 x 1 % 10,391.16
10,49,507.32
1,189.45
1,189.40
Rate per Cum
Say Rs. Per Cum
Front end-loader 1 cum bucket capacity
Stone crusher (Integrated) of 200 TPH
Tipper 5.5 cum/10 ton capacity
Material
Stone Boulder of size 150 mm and
below
Total Resource Cost
Cost For 882.35 Cum
1)- 800 cum of stone boulders are needed to get 750 cum of stone chips of size 40
mm.
2)- 85 per cent of above cost will be attributed to the production of 750 cum of stone
aggregates of 40mm size and balance 15 per cent will be for smaller size
aggregates and stone dust which comes out as a by-product.
3)- The integrated stone crusher includes primary and secondary crushing units.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
___________________________________________________________________________________________________Page no. 7 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 2 - SITE CLEARANCE
2-1
2-1-1
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.02 444.00 / Day 8.88
PL15 day 0.60 420.00 / Day 252.00
PMC031 hours 0.10 526.68 / hours 52.67
313.55
Over Head excluding Tax (10%-4%) @6% 313.55 x 6 % 18.81
Contractor's Profit @10% 332.36 x 10 % 33.24
Labour Cess @1% 365.60 x 1 % 3.66
369.25
369.25
369.30
2-1-2
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL15 day 0.90 420.00 / Day 378.00
PMC031 hours 0.30 526.68 / hours 158.00
553.76
Over Head excluding Tax (10%-4%) @6% 553.76 x 6 % 33.23
Contractor's Profit @10% 586.99 x 10 % 58.70
Labour Cess @1% 645.69 x 1 % 6.46
652.15
652.15
652.10
2-1-3
Unit = No.
Girth from 600 mm to 900 mm
Girth from 900 mm to 1800 mm
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Mate
Beldar/mazdoor (unskilled)
Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees,
including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable
material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
Girth from 300 mm to 600 mm
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Resource Rate
Resource Rate
Machine
Tractor with trolley.
Mate
Beldar/mazdoor (unskilled)
Labour
Labour
___________________________________________________________________________________________________Page no. 8 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.08 444.00 / Day 35.52
PL15 day 2.00 420.00 / Day 840.00
PMC031 hours 0.40 526.68 / hours 210.67
1,086.19
Over Head excluding Tax (10%-4%) @6% 1,086.19 x 6 % 65.17
Contractor's Profit @10% 1,151.36 x 10 % 115.14
Labour Cess @1% 1,266.50 x 1 % 12.66
1,279.16
1,279.16
1,279.20
2-1-4
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.16 444.00 / Day 71.04
PL15 day 4.00 420.00 / Day 1,680.00
PMC031 hours 0.60 526.68 / hours 316.01
2,067.05
Over Head excluding Tax (10%-4%) @6% 2,067.05 x 6 % 124.02
Contractor's Profit @10% 2,191.07 x 10 % 219.11
Labour Cess @1% 2,410.18 x 1 % 24.10
2,434.28
2,434.28
2,434.30
2-2
Unit = Hectare
Taking output = 1 Hectare
Code Unit Qty. Amount
PL14 day 2.00 444.00 / Day 888.00
PL15 day 50.00 420.00 / Day 21,000.00
21,888.00
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Girth above 1800 mm
Clearing Grass and Removal of Rubbish
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of
the area .
Rate per No.
Machine
Cost For 1 No.
Say Rs. Per No.
Resource Rate
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Resource Rate
Labour
Total Resource Cost
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Tractor with trolley.
___________________________________________________________________________________________________Page no. 9 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 21,888.00 x 6 % 1,313.28
Contractor's Profit @10% 23,201.28 x 10 % 2,320.13
Labour Cess @1% 25,521.41 x 1 % 255.21
25,776.62
25,776.62
25,776.60
2-3
2-3-1
2-3-1-A
Unit = Hectare
Taking output = 1 Hectare
Code Unit Qty. Amount
PL14 day 6.00 444.00 / Day 2,664.00
PL15 day 150.00 420.00 / Day 63,000.00
PMC031 hours 1.00 526.68 / hours 526.68
66,190.68
Over Head excluding Tax (10%-4%) @6% 66,190.68 x 6 % 3,971.44
Contractor's Profit @10% 70,162.12 x 10 % 7,016.21
Labour Cess @1% 77,178.33 x 1 % 771.78
77,950.12
77,950.12
77,950.10
2-3-1-B
Unit = Hectare
Taking output = 1 Hectare
Code Unit Qty. Amount
PL14 day 8.00 444.00 / Day 3,552.00
PL15 day 200.00 420.00 / Day 84,000.00
PMC031 hours 2.00 526.68 / hours 1,053.36
88,605.36
Over Head excluding Tax (10%-4%) @6% 88,605.36 x 6 % 5,316.32
Say Rs. Per Hectare
Resource Rate
Labour
Clearing and Grubbing Road Land .
(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs,
saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of
unserviceable materials and stacking of serviceable material to be used or auctioned up to a
lead of 1000 metres including removal and disposal of top organic soil not exceeding 150
mm in thickness.)
By Manual Means:-
In area of light jungle
In area of thorny jungle
Total Resource Cost
Cost For 1 Hectare
Mate
Rate per Hectare
Say Rs. Per Hectare
Machine
Tractor with trolley.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Beldar/mazdoor (unskilled)
Rate per Hectare
Cost For 1 Hectare
Machine
Tractor with trolley.
Total Resource Cost
___________________________________________________________________________________________________Page no. 10 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 93,921.68 x 10 % 9,392.17
Labour Cess @1% 1,03,313.85 x 1 % 1,033.14
1,04,346.99
1,04,346.99
1,04,347.00
2-3-2
2-3-2-A
Unit = Hectare
Taking output = 1 Hectare
Code Unit Qty. Amount
PL14 day 0.16 444.00 / Day 71.04
PL15 day 4.00 420.00 / Day 1,680.00
PMC045 hours 10.00 3423.42 / hours 34,234.20
PMC031 hours 1.00 526.68 / hours 526.68
36,511.92
Over Head excluding Tax (10%-4%) @6% 36,511.92 x 6 % 2,190.72
Contractor's Profit @10% 38,702.64 x 10 % 3,870.26
Labour Cess @1% 42,572.90 x 1 % 425.73
42,998.63
42,998.63
42,998.60
2-3-2-B
Unit = Hectare
Taking output = 1 Hectare
Code Unit Qty. Amount
PL14 day 0.24 444.00 / Day 106.56
PL15 day 6.00 420.00 / Day 2,520.00
PMC045 hours 12.00 3423.42 / hours 41,081.04
PMC031 hours 1.50 526.68 / hours 790.02
44,497.62
Over Head excluding Tax (10%-4%) @6% 44,497.62 x 6 % 2,669.86
Contractor's Profit @10% 47,167.48 x 10 % 4,716.75
Labour Cess @1% 51,884.22 x 1 % 518.84
52,403.07
52,403.07
52,403.10
Rate per Hectare
Say Rs. Per Hectare
Dozer D - 80 - A 12
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1 Hectare
Beldar/mazdoor (unskilled)
Machine
Dozer D - 80 - A 12
Tractor with trolley.
Total Resource Cost
Say Rs. Per Hectare
Resource Rate
Labour
Mate
In area of thorny jungle
Cost For 1 Hectare
Rate per Hectare
Say Rs. Per Hectare
Resource Rate
Labour
In area of light jungle
By Mechanical Means
Cost For 1 Hectare
Rate per Hectare
___________________________________________________________________________________________________Page no. 11 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
2-4
2-4-1
2-4-1-1
2-4-1-1-A
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL15 day 1.00 420.00 / Day 420.00
PMC031 hours 0.27 526.68 / hours 142.20
579.96
Over Head excluding Tax (10%-4%) @6% 579.96 x 6 % 34.80
Contractor's Profit @10% 614.76 x 10 % 61.48
Labour Cess @1% 676.24 x 1 % 6.76
683.00
546.40
546.40
2-4-1-1-B
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.05 444.00 / Day 22.20
PL15 day 1.25 420.00 / Day 525.00
PMC031 hours 0.27 526.68 / hours 142.20
689.40
Over Head excluding Tax (10%-4%) @6% 689.40 x 6 % 41.36
Contractor's Profit @10% 730.77 x 10 % 73.08
Labour Cess @1% 803.84 x 1 % 8.04
811.88
649.51
649.50
Mate
Beldar/mazdoor (unskilled)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Lime Concrete, cement concrete grade M-10 and below
Cement Concrete Grade M-15 & M-20
Lime /Cement Concrete
By Manual Means
Dismantling of Structures
(Dismantling of existing structures like culverts, bridges, retaining walls and other structure
comprising of masonry, cement concrete, wood work, steel work, including T&P and
scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable
material and stacking the serviceable material with all lifts and lead of 1000 metres)
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 12 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
2-4-1-1-C
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL03 day 0.25 600.00 / Day 150.00
PL14 day 0.15 444.00 / Day 66.60
PL15 day 3.50 420.00 / Day 1,470.00
PMC031 hours 0.27 526.68 / hours 142.20
1,828.80
Over Head excluding Tax (10%-4%) @6% 1,828.80 x 6 % 109.73
Contractor's Profit @10% 1,938.53 x 10 % 193.85
Labour Cess @1% 2,132.38 x 1 % 21.32
2,153.71
1,722.97
1,723.00
2-4-2
2-4-1-2-A
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.02 444.00 / Day 8.88
PL15 day 0.25 420.00 / Day 105.00
PL16 day 0.25 444.00 / Day 111.00
PMC133 hours 0.67 3540.46 / day 296.51
PMC031 hours 0.27 526.68 / hours 142.20
663.60
Over Head excluding Tax (10%-4%) @6% 663.60 x 6 % 39.82
Contractor's Profit @10% 703.41 x 10 % 70.34
Labour Cess @1% 773.75 x 1 % 7.74
781.49
625.19
625.20
2-4-1-2-B
Unit = Cum
Taking output = 1.25 Cum
By Mechanical Means for items No. 202 (b) & ( c)
Say Rs. Per Cum
Mate
Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Labour
Mazdoor (Semi skilled)
Machine
Tractor with trolley.
Prestressed / Reinforced cement concrete grade M-20 & above
Blacksmith 1st class/ Electrician
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Cost For 1.25 Cum
Rate per Cum
Rate per Cum
Resource Rate
Prestressed / Reinforced cement concrete grade M-20 & above
Cement Concrete Grade M-15 & M-20
Say Rs. Per Cum
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.
Resource
Total Resource Cost
___________________________________________________________________________________________________Page no. 13 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
PL03 day 0.25 600.00 / Day 150.00
PL14 day 0.05 444.00 / Day 22.20
PL15 day 0.25 420.00 / Day 105.00
PL16 day 0.66 444.00 / Day 293.04
PMC133 hours 1.00 3540.46 / day 442.56
PMC031 hours 0.27 526.68 / hours 142.20
1,155.00
Over Head excluding Tax (10%-4%) @6% 1,155.00 x 6 % 69.30
Contractor's Profit @10% 1,224.30 x 10 % 122.43
Labour Cess @1% 1,346.73 x 1 % 13.47
1,360.20
1,088.16
1,088.20
2-4-2
2-4-2-A
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.02 444.00 / Day 8.88
PL15 day 0.50 420.00 / Day 210.00
PMC031 hours 0.27 526.68 / hours 142.20
361.08
Over Head excluding Tax (10%-4%) @6% 361.08 x 6 % 21.67
Contractor's Profit @10% 382.75 x 10 % 38.27
Labour Cess @1% 421.02 x 1 % 4.21
425.23
340.19
340.20
2-4-2-B
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.03 444.00 / Day 13.32
In cement mortar
Beldar/mazdoor (unskilled)
Mate
Blacksmith 1st class/ Electrician
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Mazdoor (Semi skilled)
Machine
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Rate per Cum
Say Rs. Per Cum
Dismantling Brick / Tile work
In lime mortar
Resource Rate
Labour
Resource Rate
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
___________________________________________________________________________________________________Page no. 14 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 0.75 420.00 / Day 315.00
PMC031 hours 0.27 526.68 / hours 142.20
470.52
Over Head excluding Tax (10%-4%) @6% 470.52 x 6 % 28.23
Contractor's Profit @10% 498.76 x 10 % 49.88
Labour Cess @1% 548.63 x 1 % 5.49
554.12
443.29
443.30
2-4-2-C
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.016 444.00 / Day 7.10
PL15 day 0.40 420.00 / Day 168.00
PMC031 hours 0.27 526.68 / hours 142.20
317.31
Over Head excluding Tax (10%-4%) @6% 317.31 x 6 % 19.04
Contractor's Profit @10% 336.35 x 10 % 33.63
Labour Cess @1% 369.98 x 1 % 3.70
373.68
298.94
298.90
2-4-2-D
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.014 444.00 / Day 6.22
PL15 day 0.35 420.00 / Day 147.00
PMC031 hours 0.27 526.68 / hours 142.20
295.42
Over Head excluding Tax (10%-4%) @6% 295.42 x 6 % 17.73
Contractor's Profit @10% 313.14 x 10 % 31.31
Labour Cess @1% 344.46 x 1 % 3.44
347.90
278.32
Dry brick pitching or brick soling
In mud mortar
Rate per Cum
Say Rs. Per Cum
Resource Rate
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Rate per Cum
Say Rs. Per Cum
Rate per Cum
___________________________________________________________________________________________________Page no. 15 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
278.30
2-4-3
2-4-3-A
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.024 444.00 / Day 10.66
PL15 day 0.60 420.00 / Day 252.00
PMC031 hours 0.27 526.68 / hours 142.20
404.86
Over Head excluding Tax (10%-4%) @6% 404.86 x 6 % 24.29
Contractor's Profit @10% 429.15 x 10 % 42.92
Labour Cess @1% 472.07 x 1 % 4.72
476.79
381.43
381.40
2-4-3-B
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.030 444.00 / Day 13.32
PL15 day 0.75 420.00 / Day 315.00
PMC031 hours 0.27 526.68 / hours 142.20
470.52
Over Head excluding Tax (10%-4%) @6% 470.52 x 6 % 28.23
Contractor's Profit @10% 498.76 x 10 % 49.88
Labour Cess @1% 548.63 x 1 % 5.49
554.12
443.29
443.30
2-4-3-C
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.020 444.00 / Day 8.88
Total Resource Cost
Cost For 1.25 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Rubble stone masonry in cement mortar.
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Rubble stone masonry in lime mortar
Dismantling Stone Masonry
Mate
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Rubble Stone Masonry in mud mortar.
___________________________________________________________________________________________________Page no. 16 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 0.50 420.00 / Day 210.00
PMC031 hours 0.27 526.68 / hours 142.20
361.08
Over Head excluding Tax (10%-4%) @6% 361.08 x 6 % 21.67
Contractor's Profit @10% 382.75 x 10 % 38.27
Labour Cess @1% 421.02 x 1 % 4.21
425.23
340.19
340.20
2-4-3-D
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.018 444.00 / Day 7.99
PL15 day 0.45 420.00 / Day 189.00
PMC031 hours 0.27 526.68 / hours 142.20
339.20
Over Head excluding Tax (10%-4%) @6% 339.20 x 6 % 20.35
Contractor's Profit @10% 359.55 x 10 % 35.95
Labour Cess @1% 395.50 x 1 % 3.96
399.46
319.57
319.60
2-4-3-E
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.016 444.00 / Day 7.10
PL15 day 0.40 420.00 / Day 168.00
PMC031 hours 0.27 526.68 / hours 142.20
317.31
Over Head excluding Tax (10%-4%) @6% 317.31 x 6 % 19.04
Contractor's Profit @10% 336.35 x 10 % 33.63
Labour Cess @1% 369.98 x 1 % 3.70
373.68
298.94
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Dry rubble masonry
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Rate per Cum
Say Rs. Per Cum
Dismantling stone pitching/ dry stone spalls.
Rate per Cum
___________________________________________________________________________________________________Page no. 17 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
298.90
2-4-3-F
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL14 day 0.020 444.00 / Day 8.88
PL15 day 0.50 420.00 / Day 210.00
PMC031 hours 0.27 526.68 / hours 142.20
361.08
Over Head excluding Tax (10%-4%) @6% 361.08 x 6 % 21.67
Contractor's Profit @10% 382.75 x 10 % 38.27
Labour Cess @1% 421.02 x 1 % 4.21
425.23
340.19
340.20
2-4-4
Unit = Cum
Taking output = 1.25 Cum
Code Unit Qty. Amount
PL05 day 0.500 600.00 / Day 300.00
PL14 day 0.060 444.00 / Day 26.64
PL15 day 1.00 420.00 / Day 420.00
PMC031 hours 0.27 526.68 / hours 142.20
888.84
Over Head excluding Tax (10%-4%) @6% 888.84 x 6 % 53.33
Contractor's Profit @10% 942.17 x 10 % 94.22
Labour Cess @1% 1,036.39 x 1 % 10.36
1,046.76
837.40
837.40
2-4-5
2-4-5-A
Unit = Tonne
Taking output = 1 Tonne
Labour
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1.25 Cum
Rate per Cum
Say Rs. Per Cum
Mate
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Dismantling boulders laid in wire crates including opening of crates and stacking
dismantled materials.
Wood work wrought framed and fixed in frames of trusses upto a height of 5 m above
plinth level
Total Resource Cost
Cost For 1.25 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Carpenter 1st class
Beldar/mazdoor (unskilled)
Steel work in all types of sections upto a height of 5 m above plinth level excluding
cutting of rivet.Including dismembering
___________________________________________________________________________________________________Page no. 18 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
PL03 day 1.000 600.00 / Day 600.00
PL14 day 0.140 444.00 / Day 62.16
PL15 day 2.50 420.00 / Day 1,050.00
1464.00 x 2.5% 36.60
PMC031 hours 0.17 526.68 / hours 89.54
1,838.30
Over Head excluding Tax (10%-4%) @6% 1,838.30 x 6 % 110.30
Contractor's Profit @10% 1,948.59 x 10 % 194.86
Labour Cess @1% 2,143.45 x 1 % 21.43
2,164.89
2,164.89
2,164.90
2-4-5-B
Unit = Tonne
Taking output = 1 Tonne
Code Unit Qty. Amount
PL03 day 0.500 600.00 / Day 300.00
PL14 day 0.220 444.00 / Day 97.68
PL15 day 2.00 420.00 / Day 840.00
1464.00 x 2.5% 36.60
PMC031 hours 0.17 526.68 / hours 89.54
1,363.82
Over Head excluding Tax (10%-4%) @6% 1,363.82 x 6 % 81.83
Contractor's Profit @10% 1,445.64 x 10 % 144.56
Labour Cess @1% 1,590.21 x 1 % 15.90
1,606.11
1,606.11
1,606.10
2-4-5-C
Unit = No.
Taking output = 10 No.
Code Unit Qty. Amount
Excluding dismembering.
Resource Rate
Add 2.5 per cent of cost of labour for
gas cutting, ropes, pulleys etc.
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Add 2.5 per cent of cost of labour for
gas cutting, ropes, pulleys etc.
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1 Tonne
Rate per Tonne
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1 Tonne
Rate per Tonne
Say Rs. Per Tonne
Resource Rate
Labour
Extra over item No 5- A and 5- B for cutting rivets.
Say Rs. Per Tonne
___________________________________________________________________________________________________Page no. 19 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL03 day 0.130 600.00 / Day 78.00
PL14 day 0.010 444.00 / Day 4.44
PL15 day 0.13 420.00 / Day 54.60
137.04
Over Head excluding Tax (10%-4%) @6% 137.04 x 6 % 8.22
Contractor's Profit @10% 145.26 x 10 % 14.53
Labour Cess @1% 159.79 x 1 % 1.60
161.39
16.14
16.10
2-4-6
2-4-6-A
Unit = 1000 No.
Taking output = 1000 No.
Code Unit Qty. Amount
PL14 day 0.140 444.00 / Day 62.16
PL15 day 3.50 420.00 / Day 1,470.00
1,532.16
Over Head excluding Tax (10%-4%) @6% 1,532.16 x 6 % 91.93
Contractor's Profit @10% 1,624.09 x 10 % 162.41
Labour Cess @1% 1,786.50 x 1 % 17.86
1,804.36
1,804.40
2-4-6-B
Unit = 1000 No.
Taking output = 1000 No.
Code Unit Qty. Amount
PL14 day 0.050 444.00 / Day 22.20
PL15 day 1.25 420.00 / Day 525.00
547.20
Over Head excluding Tax (10%-4%) @6% 547.20 x 6 % 32.83
Contractor's Profit @10% 580.03 x 10 % 58.00
Labour Cess @1% 638.04 x 1 % 6.38
644.42
644.40
2-4-7
2-4-7-A
Unit = Cum
Scraping of Stone from dismantled stone masonry
Scraping of bricks dismantled from brick work including stacking.
Total Resource Cost
Cost For 1000 No.
Say Rs. Per 1000 No.
Say Rs. Per 1000 No.
Rate per No.
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 10 No.
Say Rs. Per No.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 1000 No.
Resource Rate
In lime/Cement mortar
In mud mortar
In cement and lime mortar
Beldar/mazdoor (unskilled)
Labour
Mate
___________________________________________________________________________________________________Page no. 20 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.060 444.00 / Day 26.64
PL15 day 1.40 420.00 / Day 588.00
614.64
Over Head excluding Tax (10%-4%) @6% 614.64 x 6 % 36.88
Contractor's Profit @10% 651.52 x 10 % 65.15
Labour Cess @1% 716.67 x 1 % 7.17
723.84
723.84
723.80
2-4-7-B
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.010 444.00 / Day 4.44
PL15 day 0.30 420.00 / Day 126.00
130.44
Over Head excluding Tax (10%-4%) @6% 130.44 x 6 % 7.83
Contractor's Profit @10% 138.27 x 10 % 13.83
Labour Cess @1% 152.09 x 1 % 1.52
153.61
153.61
153.60
2-4-8
Unit = Sqm
Taking output = 100 Sqm
Code Unit Qty. Amount
PL14 day 0.160 444.00 / Day 71.04
PL15 day 4.00 420.00 / Day 1,680.00
PMC031 hours 0.32 526.68 / hours 168.54
1,919.58
Over Head excluding Tax (10%-4%) @6% 1,919.58 x 6 % 115.17
Contractor's Profit @10% 2,034.75 x 10 % 203.48
Labour Cess @1% 2,238.23 x 1 % 22.38
2,260.61
22.61
Resource
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Rate per Cum
In Mud mortar
Scarping plaster in lime or cement mortar from brick/ stone masonry
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 100 Sqm
Rate per Sqm
Machine
Tractor with trolley.
Resource Rate
___________________________________________________________________________________________________Page no. 21 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
22.60
2-4-9
Notes:
2-4-9-A
Unit = Rmt
Taking output = 1 Rmt
Code Unit Qty. Amount
PL14 day 0.020 444.00 / Day 8.88
PL15 day 0.52 420.00 / Day 218.40
227.28
Over Head excluding Tax (10%-4%) @6% 227.28 x 6 % 13.64
Contractor's Profit @10% 240.92 x 10 % 24.09
Labour Cess @1% 265.01 x 1 % 2.65
267.66
267.66
267.70
2-4-9-B
Unit = Rmt
Taking output = 1 Rmt
Code Unit Qty. Amount
PL14 day 0.030 444.00 / Day 13.32
PL15 day 0.70 420.00 / Day 294.00
307.32
Over Head excluding Tax (10%-4%) @6% 307.32 x 6 % 18.44
Contractor's Profit @10% 325.76 x 10 % 32.58
Labour Cess @1% 358.34 x 1 % 3.58
361.92
361.92
361.90
2-4-9-C
Unit = Rmt
Taking output = 1 Rmt
Removing all type of hume pipes and stacking within a lead of 1000 metres including
earthwork and dismantling of masonry works.
1)- The excavation of earth, dismantling of stone masonry work in head
walls and protection works is not included which is to be measured and paid
separately.
2)- Credit for retrieved stone from masonry work may be taken as per actual
availability
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 1 Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 1 Rmt
Say Rs. Per Sqm
Rate per Rmt
Say Rs. Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Up to 600 mm dia
Above 600 mm to 900 mm dia
Above 900 mm
___________________________________________________________________________________________________Page no. 22 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
PL14 day 0.050 444.00 / Day 22.20
PL15 day 1.20 420.00 / Day 504.00
526.20
Over Head excluding Tax (10%-4%) @6% 526.20 x 6 % 31.57
Contractor's Profit @10% 557.77 x 10 % 55.78
Labour Cess @1% 613.55 x 1 % 6.14
619.68
619.68
619.70
2-5
2-5-1
2-5-1-A
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.060 444.00 / Day 26.64
PL15 day 1.50 420.00 / Day 630.00
PMC031 hours 0.38 526.68 / hours 200.14
856.78
Over Head excluding Tax (10%-4%) @6% 856.78 x 6 % 51.41
Contractor's Profit @10% 908.19 x 10 % 90.82
Labour Cess @1% 999.00 x 1 % 9.99
1,008.99
1,008.99
1,009.00
2-5-1-B
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 1.00 420.00 / Day 420.00
PMC031 hours 0.33 526.68 / hours 173.80
Dismantling of Flexible Pavements (Dismantling of flexible pavements and disposal of
dismantled materials up to a lead of 1000 metres, stacking serviceable and
unserviceable materials separately)
Rate per Rmt
Say Rs. Per Rmt
Labour
Mate
Beldar/mazdoor (unskilled)
Granular courses
Machine
Tractor with trolley.
Total Resource Cost
Resource Rate
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 1 Rmt
By Manual Means
Bituminous courses
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
___________________________________________________________________________________________________Page no. 23 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
611.56
Over Head excluding Tax (10%-4%) @6% 611.56 x 6 % 36.69
Contractor's Profit @10% 648.26 x 10 % 64.83
Labour Cess @1% 713.08 x 1 % 7.13
720.21
720.21
720.20
2-5-2
2-5-2-A
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.010 444.00 / Day 4.44
PL15 day 0.30 420.00 / Day 126.00
PMC031 hours 0.38 526.68 / hours 200.14
PMC075 hours 0.017 563.92 / hours 9.59
340.17
Over Head excluding Tax (10%-4%) @6% 340.17 x 6 % 20.41
Contractor's Profit @10% 360.57 x 10 % 36.06
Labour Cess @1% 396.63 x 1 % 3.97
400.60
400.60
400.60
2-6
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.030 444.00 / Day 13.32
PL15 day 0.500 420.00 / Day 210.00
PL16 day 0.50 444.00 / Day 222.00
Bituminous course
Dismantling of Cement Concrete Pavement
(Dismantling of cement concrete pavement by mechanical means using pneumatic tools,
breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated
locations and disposal of dismantled materials up to a lead of 1000 metres, stacking
serviceable and unserviceable materials separately)
Beldar/mazdoor (unskilled)
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Resource Rate
Cost For 1 Cum
Labour
Mate
Mazdoor (Semi skilled)
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
By Mechanical Means
Note :- This analysis is for removal of complete pavement. In case full depth repair work is
required to be done after dismantling, provision of a concrete cutting and sawing machine
may be added for 0.25 hours.
Tractor with ripper attachment.
Total Resource Cost
Rate per Cum
Say Rs. Per Cum
Tractor with trolley.
___________________________________________________________________________________________________Page no. 24 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC017 hours 1.00 1316.70 / hours 1,316.70
PMC031 hours 0.40 526.68 / hours 210.67
PMC133 hours 1.00 3540.46 / day 442.56
2,415.25
Over Head excluding Tax (10%-4%) @6% 2,415.25 x 6 % 144.91
Contractor's Profit @10% 2,560.16 x 10 % 256.02
Labour Cess @1% 2,816.18 x 1 % 28.16
2,844.34
2,844.34
2,844.30
2-7
Unit = Rmt
Taking output = 1 Rmt
Code Unit Qty. Amount
PL14 day 0.006 444.00 / Day 2.66
PL15 day 0.150 420.00 / Day 63.00
PMC031 hours 0.05 526.68 / hours 26.33
92.00
Over Head excluding Tax (10%-4%) @6% 92.00 x 6 % 5.52
Contractor's Profit @10% 97.52 x 10 % 9.75
Labour Cess @1% 107.27 x 1 % 1.07
108.34
108.34
108.30
2-8
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.010 444.00 / Day 4.44
PL15 day 0.150 420.00 / Day 63.00
Say Rs. Per Cum
Tractor with trolley.
Total Resource Cost
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Dismantling Guard Rails
(Dismantling guard rails by manual means and disposal of dismantled material with all lifts
and up to a lead of 1000 metres, stacking serviceable materials and unserviceable materials
separately.)
Dismantling Kerb Stone (Dismantling kerb stone by manual means and disposal of
dismantled material with all lifts and up to a lead of 1000 metre)
Cost For 1 Cum
Rate per Cum
Machine
Joint cutting machine with 2-3 blades
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.
Mate
Beldar/mazdoor (unskilled)
Tractor with trolley.
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
___________________________________________________________________________________________________Page no. 25 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC031 hours 0.20 526.68 / hours 105.34
172.78
Over Head excluding Tax (10%-4%) @6% 172.78 x 6 % 10.37
Contractor's Profit @10% 183.14 x 10 % 18.31
Labour Cess @1% 201.46 x 1 % 2.01
203.47
20.35
20.30
2-9
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.015 444.00 / Day 6.66
PL15 day 0.225 420.00 / Day 94.50
PMC031 hours 0.30 526.68 / hours 158.00
259.16
Over Head excluding Tax (10%-4%) @6% 259.16 x 6 % 15.55
Contractor's Profit @10% 274.71 x 10 % 27.47
Labour Cess @1% 302.19 x 1 % 3.02
305.21
30.52
30.50
2-10
2-10-A
Unit = Nos
Taking output = 1 Nos (Quantity of cement concrete = 0.392 cum)
Code Unit Qty. Amount
PL14 day 0.130 444.00 / Day 57.72
PL15 day 0.750 420.00 / Day 315.00
PMC031 hours 0.15 526.68 / hours 79.00
451.72
5th KM stone
Resource
Dismantling Kerb Stone channel (Dismantling kerb stone channel by manual means and
disposal of dismantled material with all lifts and up to a lead of 1000 metre)
Dismantling Kilometre Stone (Dismantling of kilometre stone including cutting of earth,
foundation and disposal of dismantled material with all lifts and lead upto 1000 m and back
filling of pit.)
Rate
Machine
Tractor with trolley.
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
___________________________________________________________________________________________________Page no. 26 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 451.72 x 6 % 27.10
Contractor's Profit @10% 478.83 x 10 % 47.88
Labour Cess @1% 526.71 x 1 % 5.27
531.97
531.97
532.00
2-10-B
Unit = Nos
Taking output = 1 Nos (Quantity of cement concrete = 0.269 cum)
Code Unit Qty. Amount
PL14 day 0.020 444.00 / Day 8.88
PL15 day 0.500 420.00 / Day 210.00
PMC031 hours 0.10 526.68 / hours 52.67
271.55
Over Head excluding Tax (10%-4%) @6% 271.55 x 6 % 16.29
Contractor's Profit @10% 287.84 x 10 % 28.78
Labour Cess @1% 316.62 x 1 % 3.17
319.79
319.79
319.80
2-10-C
Unit = Nos
Taking output = 1 Nos (Quantity of cement concrete = 0.048 cum)
Code Unit Qty. Amount
PL14 day 0.004 444.00 / Day 1.78
PL15 day 0.100 420.00 / Day 42.00
PMC031 hours 0.02 526.68 / hours 10.53
54.31
Over Head excluding Tax (10%-4%) @6% 54.31 x 6 % 3.26
Contractor's Profit @10% 57.57 x 10 % 5.76
Labour Cess @1% 63.32 x 1 % 0.63
63.96
63.96
64.00
Cost For 1 Nos
Beldar/mazdoor (unskilled)
Ordinary KM Stone
Hectometre Stone
Total Resource Cost
Cost For 1 Nos
Rate per Nos
Say Rs. Per Nos
Resource Rate
Labour
Mate
Rate per Nos
Say Rs. Per Nos
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Machine
Tractor with trolley.
Total Resource Cost
Cost For 1 Nos
Rate per Nos
Say Rs. Per Nos
___________________________________________________________________________________________________Page no. 27 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
2-11
Unit = Rmt
Taking output = 30 Rmt
Code Unit Qty. Amount
PL03 day 0.750 600.00 / Day 450.00
PL14 day 0.150 444.00 / Day 66.60
PL15 day 3.000 420.00 / Day 1,260.00
PMC031 hours 0.15 526.68 / hours 79.00
1,855.60
Over Head excluding Tax (10%-4%) @6% 1,855.60 x 6 % 111.34
Contractor's Profit @10% 1,966.94 x 10 % 196.69
Labour Cess @1% 2,163.63 x 1 % 21.64
2,185.27
72.84
72.80
2-12
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.090 444.00 / Day 39.96
PL15 day 2.000 420.00 / Day 840.00
PL19 day 0.250 528.00 / Day 132.00
PMC033 hours 0.25 585.20 / hours 146.30
PMC044 hours 0.50 694.26 / hours 347.13
1,505.39
Over Head excluding Tax (10%-4%) @6% 1,505.39 x 6 % 90.32
Contractor's Profit @10% 1,595.71 x 10 % 159.57
Machine
Cranes c) 3 tonnes
Total Resource Cost
Dismantling of CI Water Pipe Line
(Dismantling of CI water pipe line 600 mm dia including disposal with all lifts and lead upto
1000 metres and stacking of serviceable material and unserviceable material separately
under supervision of concerned department)
Dismantling of Fencing
(Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete,
back filling of pit by manual means including disposal of dismantled material with all lifts and
up to a lead of 1000 metres, stacking serviceable material and unserviceable material
separately. )
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 30 Rmt
Rate per Rmt
Say Rs. Per Rmt
Blacksmith 1st class/ Electrician
Resource Rate
Labour
Note :- The rate analysis does not include any excavation in earth or dismantling of masonry
works which are to be measured and paid separately.
Truck 10 t capacity
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Plumber
___________________________________________________________________________________________________Page no. 28 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 1,755.28 x 1 % 17.55
1,772.84
177.28
177.30
2-13
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.100 444.00 / Day 44.40
PL15 day 2.500 420.00 / Day 1,050.00
PMC033 hours 1.00 585.20 / hours 585.20
PMC086 hours 0.30 585.20 / hours 175.56
1,855.16
Over Head excluding Tax (10%-4%) @6% 1,855.16 x 6 % 111.31
Contractor's Profit @10% 1,966.47 x 10 % 196.65
Labour Cess @1% 2,163.12 x 1 % 21.63
2,184.75
218.47
218.50
2-14
Unit = No.
Taking output = 30 No.
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL15 day 10.000 420.00 / Day 4,200.00
PL03 day 2.000 600.00 / Day 1,200.00
Removal of Cement Concrete Pipe of Sewer Gutter
(Removal of cement concrete pipe of sewer gutter 1500 mm dia under the supervision of
concerned department including disposal with all lifts and up to a lead of 1000 metres and
stacking of serviceable and unserviceable material separately but excluding earth excavation
and dismantling of masonry works.)
Removal of Telephone / Electric Poles and Lines
(Removal of telephone / Electric poles including excavation and dismantling of foundation
concrete and lines under the supervision of concerned department, disposal with all lifts and
up to a lead of 1000 metres and stacking the serviceable and unserviceable material
separately)
Resource Rate
Labour
Mate
Blacksmith 1st class/ Electrician
Machine
Truck 10 t capacity
Crane 5 tonne capacity
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Note :- The rate analysis does not include any excavation in earth or dismantling of masonry
works which are to be measured and paid separately.
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 29 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC031 hours 1.50 526.68 / hours 790.02
6,403.14
Over Head excluding Tax (10%-4%) @6% 6,403.14 x 6 % 384.19
Contractor's Profit @10% 6,787.33 x 10 % 678.73
Labour Cess @1% 7,466.06 x 1 % 74.66
7,540.72
251.36
251.40
Machine
Tractor with trolley.
Total Resource Cost
Cost For 30 No.
Rate per No.
Say Rs. Per No.
___________________________________________________________________________________________________Page no. 30 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 3 - EARTH WORK, EROSION CONTROL AND DRAINAGE
3-1
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL14 day 1.800 444.00 / Day 799.20
PL15 day 45.000 420.00 / Day 18,900.00
PMC076 hours 10.00 585.20 / hours 5,852.00
25,551.20
Over Head excluding Tax (10%-4%) @6% 25,551.20 x 6 % 1,533.07
Contractor's Profit @10% 27,084.27 x 10 % 2,708.43
Labour Cess @1% 29,792.70 x 1 % 297.93
30,090.63
250.76
250.80
3-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL14 day 2.800 444.00 / Day 1,243.20
PL15 day 70.000 420.00 / Day 29,400.00
PMC076 hours 10.00 585.20 / hours 5,852.00
Beldar/mazdoor (unskilled)
Machine
Truck 5.5 cum per 10 tonnes (in Hours)
Total Resource Cost
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Note :- In case there is a situation where the cross-section is of cut and fill and cut earth is
required to be used in embankment in the immediate vicinity, the item of carriage in the truck
shall be omitted.
Resource Rate
Labour
Mate
Note :- In case there is a situation where the cross-section is of cut and fill and cut earth is
required to be used in embankment in the immediate vicinity, the item of carriage in the truck
shall be omitted.
Excavation in ordinary rock by manual means
(Excavation in ordinary rock using manual means including loading in a truck and carrying of
excavated material to embankment site with in all lifts and leads upto 1000 metres )
Excavation in Soil by Manual Means.
(Excavation for roadway in soil using manual means including loading in truck for carrying of
cut earth to embankment site with all lifts and lead upto1000 metres.)
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Truck 5.5 cum per 10 tonnes (in Hours)
___________________________________________________________________________________________________Page no. 31 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
36,495.20
Over Head excluding Tax (10%-4%) @6% 36,495.20 x 6 % 2,189.71
Contractor's Profit @10% 38,684.91 x 10 % 3,868.49
Labour Cess @1% 42,553.40 x 1 % 425.53
42,978.94
358.16
358.20
3-3
Unit = Cum
Taking output = 180 Cum
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC045 hours 6.00 3423.42 / hours 20,540.52
21,416.04
Over Head excluding Tax (10%-4%) @6% 21,416.04 x 6 % 1,284.96
Contractor's Profit @10% 22,701.00 x 10 % 2,270.10
Labour Cess @1% 24,971.10 x 1 % 249.71
25,220.81
140.12
140.10
3-4
Unit = Cum
Taking output = 108 Cum
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL15 day 3.000 420.00 / Day 1,260.00
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Dozer D - 80 - A 12
Total Resource Cost
Total Resource Cost
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Excavation in Soil with Dozer with lead upto 100 metres
(Excavation for road way in soil by mechanical means including cutting and pushing the earth
to site of embankment upto a distance of 100 metres (average lead50 metres), including
trimming bottom and side slopes in accordance with requirements of lines, grades and cross
sections.)
Cost For 180 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Excavation in Ordinary Rock with Dozer with lead upto 100 metres
(Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and
pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50
metres ), trimming bottom and side slopes in accordance with the requirements of lines,
grades and cross sections.)
___________________________________________________________________________________________________Page no. 32 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC045 hours 6.00 3423.42 / hours 20,540.52
21,853.80
Over Head excluding Tax (10%-4%) @6% 21,853.80 x 6 % 1,311.23
Contractor's Profit @10% 23,165.03 x 10 % 2,316.50
Labour Cess @1% 25,481.53 x 1 % 254.82
25,736.35
238.30
238.30
3-5
Note :-
Unit = Cum
Taking output = 180 Cum
Code Unit Qty. Amount
PL04 day 0.250 528.00 / Day 132.00
PL09 day 2.000 444.00 / Day 888.00
PL14 day 0.220 444.00 / Day 97.68
PL15 day 3.000 420.00 / Day 1,260.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC045 hours 6.00 3423.42 / hours 20,540.52
PMC028 hours 11.25 695.59 / hours 7,825.39
PMC133 hours 6.00 3540.46 / day 2,655.35
PM0057 cu.m -90.00 115.00 / Cum -10,350.00
PM0081 Kg 63.00 93.00 / Kg. 5,859.00
PM0223 Nos 252.00 851.00 / 100 Nos 2,144.52
38,952.65
Over Head excluding Tax (10%-4%) @6% 38,952.65 x 6 % 2,337.16
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Gelatine 80 per cent
Dozer D - 80 - A 12
Total Resource Cost
Cost For 108 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Blaster
Excavation in Hard Rock (requiring blasting) with disposal upto 1000 metres
(Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking,
trimming of bottom and side slopes in accordance with requirements of lines, grades and
cross sections, loading and disposal of cut road with in all lifts and leads upto 1000 metres )
1. The quality and availability of rock shall be checked before affording
credit.
2.In case some rock is issued to the contractor at site, the item of carriage
shall be reduced/restricted to that extent.
Beldar/mazdoor (unskilled)
Machine
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.
Total Resource Cost
Rock Hole Driller
Mate
Front end-loader 1 cum bucket capacity
Dozer D - 80 - A 12
Tipper 5.5 cum/10 ton capacity
Material
Credit for excavated rock found suitable
for use
___________________________________________________________________________________________________Page no. 33 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 41,289.81 x 10 % 4,128.98
Labour Cess @1% 45,418.79 x 1 % 454.19
45,872.98
254.85
254.80
3-6
Unit = Cum
Taking output = 360 Cum
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC051 hours 6.00 1316.70 / hours 7,900.20
PMC028 hours 16.00 695.59 / hours 11,129.44
19,905.16
Over Head excluding Tax (10%-4%) @6% 19,905.16 x 6 % 1,194.31
Contractor's Profit @10% 21,099.47 x 10 % 2,109.95
Labour Cess @1% 23,209.42 x 1 % 232.09
23,441.51
65.12
65.10
3-7
Unit = Cum
Taking output = 240 Cum
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto
1000 metres.
(Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including
cutting and loading in tippers, trimming bottom and side slopes, in accordance with
requirements of lines, grades and cross sections, and transporting to the embankment
location within all lifts and lead upto 1000m)
Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with
disposal upto 1000 metres.
(Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity
including cutting and loading in tippers, transporting to embankment site within all lifts and
lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines,
grades and cross sections.)
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Tipper 5.5 cum/10 ton capacity
Total Resource Cost
Cost For 360 Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hydraulic Excavator of 1 cum bucket
Cost For 180 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 34 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 2.000 420.00 / Day 840.00
PMC051 hours 6.00 1316.70 / hours 7,900.20
PMC028 hours 11.00 695.59 / hours 7,651.49
16,427.21
Over Head excluding Tax (10%-4%) @6% 16,427.21 x 6 % 985.63
Contractor's Profit @10% 17,412.84 x 10 % 1,741.28
Labour Cess @1% 19,154.13 x 1 % 191.54
19,345.67
80.61
80.60
3-8
3-8-A
Note:-
Unit = Cum
Taking output = 36 Cum
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 10.000 420.00 / Day 4,200.00
PMC051 hours 6.00 1316.70 / hours 7,900.20
PMC028 hours 6.50 695.59 / hours 4,521.34
PM0057 cu.m -18.00 115.00 / Cum -2,070.00
14,729.14
Over Head excluding Tax (10%-4%) @6% 14,729.14 x 6 % 883.75
Contractor's Profit @10% 15,612.88 x 10 % 1,561.29
Labour Cess @1% 17,174.17 x 1 % 171.74
Beldar/mazdoor (unskilled)
1. The quality and availability of rock shall be checked before affording
credit.
2. In case some rock is issued to the contractor at site, the item of carriage
shall be restricted/reduced to that extent.
3.Being small quantity, manual loading will be economical in this case and
has been provided accordingly.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hydraulic Excavator of 1 cum bucket
Total Resource Cost
Tipper 5.5 cum/10 ton capacity
Material
Credit for excavated rock found suitable
for use
Machine
Hydraulic Excavator of 1 cum bucket
Tipper 5.5 cum/10 ton capacity
Total Resource Cost
Cost For 240 Cum
Rate per Cum
Say Rs. Per Cum
Mechanised
Excavation in Hard Rock (blasting prohibited)
(Excavation for roadway in hard rock (blasting prohibited) with rock breakers including
breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres,
trimming bottom and side slopes in accordance with requirements of lines, grades and cross
sections.)
___________________________________________________________________________________________________Page no. 35 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
17,345.91
481.83
481.80
3-8-B
Note:-
Unit = Cum
Taking output = 16 Cum
Code Unit Qty. Amount
PL03 day 1.000 600.00 / Day 600.00
PL07 day 24.000 444.00 / Day 10,656.00
PL14 day 1.640 444.00 / Day 728.16
PL15 day 16.000 420.00 / Day 6,720.00
PMC028 hours 2.90 695.59 / hours 2,017.21
PM0057 cu.m -8.00 115.00 / Cum -920.00
19,801.37
Over Head excluding Tax (10%-4%) @6% 19,801.37 x 6 % 1,188.08
Contractor's Profit @10% 20,989.45 x 10 % 2,098.95
Labour Cess @1% 23,088.40 x 1 % 230.88
23,319.28
1,457.46
1,457.50
3-9
Note:-
Unit = Cum
1. Credit is considered for 50 per cent of quantity of work.
2. Loading for disposal will be done manually, being small quantity..
3. In case some rock is issued to contractor at site, the item of carriage shall
be omitted to the extent of quantity issued to the contractor.
Cost For 36 Cum
Rate per Cum
Say Rs. Per Cum
Manual Method
1. Credit is considered for 50 per cent of quantity of blastered rock, if found
suitable for construction..
2. In case some rock is issued to the contractor at site, the item of carriage
shall be reduced to that extent.
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Beldar/mazdoor (unskilled)
Machine
Tipper 5.5 cum/10 ton capacity
Material
Credit for excavated rock found suitable
for use
Total Resource Cost
Cost For 16 Cum
Rate per Cum
Say Rs. Per Cum
Stone Chiseller
Mate
Excavation in Hard Rock (controlled blasting) with disposal upto 1000 metres
(Excavation for roadway in hard rock with controlled blasting by drilling, blasting and
breaking, trimming of bottom and side slopes in accordance with requirements of lines,
grades and cross sections, loading and disposal of cut road with in all lifts and leads upto
1000 metres )
___________________________________________________________________________________________________Page no. 36 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 180 Cum
Code Unit Qty. Amount
PL04 day 0.500 528.00 / Day 264.00
PL09 day 2.000 444.00 / Day 888.00
PL14 day 0.220 444.00 / Day 97.68
PL15 day 3.000 420.00 / Day 1,260.00
PMC001 hours 6.00 405.65 / hours 2,433.90
PMC045 hours 6.00 3423.42 / hours 20,540.52
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC028 hours 8.20 695.59 / hours 5,703.84
PM0057 cu.m -90.00 115.00 / Cum -10,350.00
PM0081 Kg 63.00 93.00 / Kg. 5,859.00
PM0223 Nos 1,008.00 851.00 / 100 Nos 8,578.08
43,175.22
43,175.22 x 5% 2,158.76
Over Head excluding Tax (10%-4%) @6% 45,333.98 x 6 % 2,720.04
Contractor's Profit @10% 48,054.02 x 10 % 4,805.40
Labour Cess @1% 52,859.42 x 1 % 528.59
53,388.01
296.60
296.60
3-10
Unit = Cum
Taking output = 300 Cum
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC051 hours 6.00 1316.70 / hours 7,900.20
PMC028 hours 13.64 695.59 / hours 9,487.85
18,263.57
Blaster
Rock Hole Driller
Mate
Beldar/mazdoor (unskilled)
Machine
Resource Rate
Labour
Resource Rate
Labour
Excavation in Marshy Soil
(Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity
including cutting and loading in tippers and disposal with in all lifts and lead upto 1000
metres, trimming of bottom and side slopes in accordance with requirements of lines, grades
and cross sections.)
Mate
Beldar/mazdoor (unskilled)
Machine
Hydraulic Excavator of 1 cum bucket
Tipper 5.5 cum/10 ton capacity
Total Resource Cost
Tipper 5.5 cum/10 ton capacity
Material
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Total Resource Cost
Cost For 180 Cum
Rate per Cum
Say Rs. Per Cum
Air Compressor 210 cfm
Dozer D - 80 - A 12
Front end-loader 1 cum bucket capacity
Credit for excavated rock found suitable
for useGelatine 80 per cent
Add 5% towards muffling arrangements to guard against any
rock fly off during blasting
___________________________________________________________________________________________________Page no. 37 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 18,263.57 x 6 % 1,095.81
Contractor's Profit @10% 19,359.38 x 10 % 1,935.94
Labour Cess @1% 21,295.32 x 1 % 212.95
21,508.27
71.69
71.70
3-11
Note:-
Unit = Cum
Taking output = 360 Cum
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC051 hours 6.00 1316.70 / hours 7,900.20
PMC028 hours 16.36 695.59 / hours 11,379.85
20,155.57
Over Head excluding Tax (10%-4%) @6% 20,155.57 x 6 % 1,209.33
Contractor's Profit @10% 21,364.91 x 10 % 2,136.49
Labour Cess @1% 23,501.40 x 1 % 235.01
23,736.41
65.93
65.90
3-12
Note:-
Unit = Sqm
Taking output = 400 Sqm
Pre-splitting of Rock Excavation Slopes (Carrying out excavation in hard rock to achieve a
specified slope of the rock face by controlled use of explosives and blasting accessories in
properly aligned and spaced drill holes, collection of the excavated rock by a 80 HP dozer,
loading in tipper by a front end loader and disposing of the material with all lifts and lead upto
1000 m, all as specified in clause No. 303)
Removal of Unserviceable Soil with Disposal upto 1000 metres
(Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres
lead but excluding replacement by suitable soil which shall be paid separately as per clause
305.)
Cost For 300 Cum
Rate per Cum
(120 cum considering 300mm average depth of excavation over
the existing rock face)
In case blasted rock is used to the contractor against payment for
constructed work, the cost of carriage shall be reduced to that extent.
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hydraulic Excavator of 1 cum bucket
Tipper 5.5 cum/10 ton capacity
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
This item does not include replacement of unsuitable soil by suitable soil.
Replacement, where required, is to be provided and paid separately under
clause 305.
___________________________________________________________________________________________________Page no. 38 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
PL14 day 0.600 444.00 / Day 266.40
PL15 day 15.000 420.00 / Day 6,300.00
PMC045 hours 6.00 3423.42 / hours 20,540.52
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC133 hours 6.00 3540.46 / day 2,655.35
PM0081 Kg 42.00 93.00 / Kg. 3,906.00
PM0223 Nos 672.00 851.00 / 100 Nos 5,718.72
47,287.19
Over Head excluding Tax (10%-4%) @6% 47,287.19 x 6 % 2,837.23
Contractor's Profit @10% 50,124.42 x 10 % 5,012.44
Labour Cess @1% 55,136.86 x 1 % 551.37
55,688.23
139.22
139.20
3-13
3-13-1
3-13-1-A
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.320 444.00 / Day 142.08
PL15 day 8.000 420.00 / Day 3,360.00
3,502.08
Over Head excluding Tax (10%-4%) @6% 3,502.08 x 6 % 210.12
Contractor's Profit @10% 3,712.20 x 10 % 371.22
Labour Cess @1% 4,083.43 x 1 % 40.83
4,124.26
Ordinary soil
Manual Means (Depth upto 3 m)
Cost For 10 Cum
Cost of dewatering may be added where required upto 10 per cent of
labour cost Assessment for dewatering shall be made as per site conditions..
Excavation for Structures
(Earth work in excavation of foundation of structures as per drawing and technical
specification, including setting out, construction of shoring and bracing, removal of stumps
and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to
the extent required and utilising the remaining earth locally for road work.)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Mate
Beldar/mazdoor (unskilled)
Machine
Dozer D - 80 - A 12
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.
Total Resource Cost
Cost For 400 Sqm
Rate per Sqm
Say Rs. Per Sqm
Front end-loader 1 cum bucket capacity
Material
Gelatine 80 per cent
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Resource Rate
Labour
___________________________________________________________________________________________________Page no. 39 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
412.43
412.40
3-13-1-B
Unit = Cum
Taking output = 300 Cum
Code Unit Qty. Amount
PL14 day 0.320 444.00 / Day 142.08
PL15 day 8.000 420.00 / Day 3,360.00
PMC051 hours 6.00 1316.70 / hours 7,900.20
11,402.28
Over Head excluding Tax (10%-4%) @6% 11,402.28 x 6 % 684.14
Contractor's Profit @10% 12,086.42 x 10 % 1,208.64
Labour Cess @1% 13,295.06 x 1 % 132.95
13,428.01
44.76
44.80
3-13-2
3-13-2-A
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 10.000 420.00 / Day 4,200.00
4,377.60
Over Head excluding Tax (10%-4%) @6% 4,377.60 x 6 % 262.66
Contractor's Profit @10% 4,640.26 x 10 % 464.03
Labour Cess @1% 5,104.28 x 1 % 51.04
5,155.32
515.53
515.50
3-13-2-B
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
Ordinary rock (not requiring blasting)
Manual Means (Depth upto 3 m)
Machine
Hydraulic Excavator of 1 cum bucket
Cost of dewatering upto 10 per cent of labour cost may be added, where
required. Assessment for dewatering shall be made as per site conditions..
Mechanical Means
Mechanical Means (Depth upto 3 m)
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 40 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Cum
Taking output = 216 Cum
Code Unit Qty. Amount
PL14 day 0.240 444.00 / Day 106.56
PL15 day 6.000 420.00 / Day 2,520.00
PMC051 hours 6.00 1316.70 / hours 7,900.20
10,526.76
Over Head excluding Tax (10%-4%) @6% 10,526.76 x 6 % 631.61
Contractor's Profit @10% 11,158.37 x 10 % 1,115.84
Labour Cess @1% 12,274.20 x 1 % 122.74
12,396.94
57.39
57.40
3-13-3
3-13-3-A
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL04 day 0.400 528.00 / Day 211.20
PL09 day 0.840 444.00 / Day 372.96
PL14 day 0.530 444.00 / Day 235.32
PL15 day 12.000 420.00 / Day 5,040.00
PMC001 hours 0.667 405.65 / hours 270.57
PM0046 Kg 3.50 193.00 / Kg. 675.50
PM0223 Nos 14.00 851.00 / 100 Nos 119.14
6,924.69
Over Head excluding Tax (10%-4%) @6% 6,924.69 x 6 % 415.48
Contractor's Profit @10% 7,340.17 x 10 % 734.02
Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hydraulic Excavator of 1 cum bucket
Total Resource Cost
Rate per Cum
Say Rs. Per Cum
1.Cost of dewatering upto 5%, may be added, where required Assessment
for dewatering shall be made as per site conditions.
2.In case of rock, foundation beyond3 m is not dug and hence not included.
Cost of dewatering @ 10 per cent of labour cost may be added, where
required Assessment for dewatering shall be made as per site conditions.
Resource Rate
Hard rock ( requiring blasting )
Resource
Labour
Blaster
Beldar/mazdoor (unskilled)
Machine
Air Compressor 210 cfm
Total Resource Cost
Rock Hole Driller
Mate
Material
Blasting material
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Manual Means
Cost For 216 Cum
___________________________________________________________________________________________________Page no. 41 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 8,074.19 x 1 % 80.74
8,154.93
815.49
815.50
3-13-4
3-13-4-A
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.200 444.00 / Day 88.80
PL15 day 5.000 420.00 / Day 2,100.00
PMC001 hours 10.000 405.65 / hours 4,056.50
6,245.30
Over Head excluding Tax (10%-4%) @6% 6,245.30 x 6 % 374.72
Contractor's Profit @10% 6,620.02 x 10 % 662.00
Labour Cess @1% 7,282.02 x 1 % 72.82
7,354.84
735.48
735.50
3-13-5
3-13-5-A
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Air Compressor 210 cfm
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Labour
Mate
Say Rs. Per Cum
1.Cost of dewatering upto 5%, may be added, where required Assessment
for dewatering shall be made as per site conditions.
2.In case of rock, foundation beyond3 m is not dug and hence not included.
1. Cost of dewatering @ 30 per cent of Labour , may be added, where
required Assessment for dewatering shall be made as per site conditions.
2. Shoring & strutting 20 per cent of Labour, where required may be added
3. It is assumed that Marshy Soil will be available upto 3 m depth only. For
deeper excavation below 3 m depth, refer analysis in item (i) to (iv) for
ordinary soil
Resource Rate
Mechanical Means
Marshy soil
Manual means ( upto 3 m depth)
Hard rock ( blasting prohibited )
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
___________________________________________________________________________________________________Page no. 42 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 10.000 420.00 / Day 4,200.00
PMC031 hours 2.670 526.68 / hours 1,406.24
PM0282 Cum 5.00 570.00 / Cum 2,850.00
8,633.84
Over Head excluding Tax (10%-4%) @6% 8,633.84 x 6 % 518.03
Contractor's Profit @10% 9,151.87 x 10 % 915.19
Labour Cess @1% 10,067.05 x 1 % 100.67
10,167.72
1,016.77
1,016.80
3-13-5-B
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC051 hours 0.170 1316.70 / hours 223.84
PMC028 hours 0.450 695.59 / hours 313.02
PM0282 Cum 5.00 570.00 / Cum 2,850.00
4,262.37
Over Head excluding Tax (10%-4%) @6% 4,262.37 x 6 % 255.74
Contractor's Profit @10% 4,518.12 x 10 % 451.81
Labour Cess @1% 4,969.93 x 1 % 49.70
5,019.63
501.96
502.00
1. Cost of dewatering @ 20 per cent of Labour & Machine may be added,
where required
2. Shoring & strutting @ 10 per cent of Labour & Machine, where required
may be added
3. It is assumed that Marshy Soil will be available upto 3 m depth only. For
deeper excavation below 3 m depth, refer analysis in item (i) to (iv) for
ordinary soil
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tipper 5.5 cum/10 ton capacity
Material
Selected earth
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Hydraulic Excavator of 1 cum bucket
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Material
Selected earth
Mechanical Means
___________________________________________________________________________________________________Page no. 43 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
3-14
Note:-
Unit = Sqm
Taking output = 100 Sqm
Code Unit Qty. Amount
PL14 day 0.200 444.00 / Day 88.80
PL15 day 5.000 420.00 / Day 2,100.00
PMC031 hours 1.670 526.68 / hours 879.56
3,068.36
Over Head excluding Tax (10%-4%) @6% 3,068.36 x 6 % 184.10
Contractor's Profit @10% 3,252.46 x 10 % 325.25
Labour Cess @1% 3,577.70 x 1 % 35.78
3,613.48
36.13
36.10
3-15
Note:-
Unit = Sqm
Taking output = 100 Sqm
Code Unit Qty. Amount
PL14 day 0.010 444.00 / Day 4.44
PL15 day 0.250 420.00 / Day 105.00
PMC012 hours 0.200 1316.70 / hours 263.34
PMC028 hours 0.230 695.59 / hours 159.99
PMC075 hours 0.080 563.92 / hours 45.11
577.88
Over Head excluding Tax (10%-4%) @6% 577.88 x 6 % 34.67
Contractor's Profit @10% 612.55 x 10 % 61.26
Labour Cess @1% 673.81 x 1 % 6.74
680.55
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with ripper attachment.
Total Resource Cost
Cost For 100 Sqm
Front end-loader 1 cum bucket capacity
Tipper 5.5 cum/10 ton capacity
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 100 Sqm
Rate per Sqm
Say Rs. Per Sqm
In case material is to be reused at site, transportation cost catered above for
disposal shall be deleted.
In case material is to be reused at site, transportation cost catered above for
disposal shall be deleted.
Resource Rate
Labour
Mate
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means
(Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified
material with in all lifts and lead upto 1000 metres.)
Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means (Scarifying
the existing granular road surface to a depth of 50 mm and disposal of scarified material
within all lifts and leads upto 1000 metres. )
___________________________________________________________________________________________________Page no. 44 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
6.81
6.80
3-16
Note:-
Unit = Cum
Taking output = 100 Cum
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 1.000 420.00 / Day 420.00
PMC019 hours 1.000 3584.35 / hours 3,584.35
PMC034 hours 1.000 2194.50 / hours 2,194.50
PMC045 hours 0.500 3423.42 / hours 1,711.71
PMC051 hours 1.670 1316.70 / hours 2,198.89
PMC068 MT.Km 1,600 4.79 / MT.Km 7,664.00
7664.00 x 10 % 766.40
PMC078 hours 4.000 321.86 / hours 1,287.44
PM0052 Cum 100.00 574.00 / Cum 57,400.00
PM0144 KL 24.00 135.00 / KL 3,240.00
80,485.05
Over Head excluding Tax (10%-4%) @6% 80,485.05 x 6 % 4,829.10
Contractor's Profit @10% 85,314.15 x 10 % 8,531.42
Labour Cess @1% 93,845.57 x 1 % 938.46
94,784.02
947.84
947.80
Mate
Beldar/mazdoor (unskilled)
Machine
Motor Grader
Water Tanker
Material
Water
Total Resource Cost
Cost For 100 Cum
Rate per Cum
Say Rs. Per Cum
Vibratory roller 80-100 kN
Hydraulic Excavator of 1 cum bucket
Tipper 5.5 cum in tonne.km
Dozer D - 80 - A 12
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Compensation for earth taken from
private land
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Compensation for earth will vary from place to place and will have to be
assessed realistically as per particular ground situation. In case earth is
available from Govt. land, compensation for earth will not be required. The
position is required to be clearly stated in the cost estimate.
Embankment Construction with Material Obtained from Borrow Pits
(Construction of embankment with approved material obtained from borrow pits with all lifts
and leads, transporting to site, spreading, grading to required slope and compacting to meet
requirement of table 300-2)
___________________________________________________________________________________________________Page no. 45 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
3-17
Note:-
Unit = Cum
Taking output = 100 Cum
Code Unit Qty. Amount
PL14 day 0.020 444.00 / Day 8.88
PL15 day 0.500 420.00 / Day 210.00
PMC019 hours 1.000 3584.35 / hours 3,584.35
PMC034 hours 1.000 2194.50 / hours 2,194.50
PMC045 hours 0.500 3423.42 / hours 1,711.71
PMC078 hours 4.000 321.86 / hours 1,287.44
PM0144 KL 24.00 135.00 / KL 3,240.00
12,236.88
Over Head excluding Tax (10%-4%) @6% 12,236.88 x 6 % 734.21
Contractor's Profit @10% 12,971.09 x 10 % 1,297.11
Labour Cess @1% 14,268.20 x 1 % 142.68
14,410.88
144.11
144.10
3-18
Unit = Cum
Taking output = 100 Cum
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 1.000 420.00 / Day 420.00
Water
Total Resource Cost
Cost For 100 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
In case the earth cutting is done by dozer and pushed for filling in the
embankment, the input of dozer in the cost of embankment shall be deleted
as the same is already provided in the cost of excavation. However, if the
earth is dumped by tippers from roadway cutting, the input of dozer for
spreading is required to be provided.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Motor Grader
Vibratory roller 80-100 kN
Dozer D - 80 - A 12
Water Tanker
Material
Construction of Embankment with Material Deposited from Roadway Cutting
(Construction of embankment with approved materials deposited at site from roadway cutting
and excavation from drain and foundation of other structures graded and compacted to meet
requirement of table 300-2)
Construction of Subgrade and Earthen Shoulders
(Construction of subgrade and earthen shoulders with approved material obtained from
borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and
compacted to meet requirement of table No. 300-2)
___________________________________________________________________________________________________Page no. 46 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC019 hours 2.000 3584.35 / hours 7,168.70
PMC034 hours 1.250 2194.50 / hours 2,743.13
PMC045 hours 0.500 3423.42 / hours 1,711.71
PMC051 hours 1.670 1316.70 / hours 2,198.89
PMC068 MT.Km 1,750 4.79 / MT.Km 8,382.50
8382.50 x 10 % 838.25
PMC078 hours 4.000 321.86 / hours 1,287.44
PM0052 Cum 100.00 574.00 / Cum 57,400.00
PM0144 KL 24.00 135.00 / KL 3,240.00
85,408.37
Over Head excluding Tax (10%-4%) @6% 85,408.37 x 6 % 5,124.50
Contractor's Profit @10% 90,532.88 x 10 % 9,053.29
Labour Cess @1% 99,586.16 x 1 % 995.86
1,00,582.03
1,005.82
1,005.80
3-19
3-19-1
Unit = Cum
Taking output = 600 Cum
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL15 day 3.000 420.00 / Day 1,260.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC034 hours 7.500 2194.50 / hours 16,458.75
PMC078 hours 4.000 321.86 / hours 1,287.44
PMC075 hours 9.000 563.92 / hours 5,075.28
PM0144 KL 24.00 135.00 / KL 3,240.00
48,880.85
Over Head excluding Tax (10%-4%) @6% 48,880.85 x 6 % 2,932.85
Contractor's Profit @10% 51,813.70 x 10 % 5,181.37
Labour Cess @1% 56,995.07 x 1 % 569.95
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Motor Grader
Vibratory roller 80-100 kN
Water Tanker
Tractor with ripper attachment.
Material
Water
Total Resource Cost
Total Resource Cost
Cost For 100 Cum
Rate per Cum
Say Rs. Per Cum
Motor Grader
Vibratory roller 80-100 kN
Dozer D - 80 - A 12
Hydraulic Excavator of 1 cum bucket
Tipper 5.5 cum in tonne.km
Add 10 per cent of cost of carriage to
cover cost of loading and unloading
Compensation for earth taken from
private land
Water Tanker
Material
Water
Resource Rate
Compacting original ground supporting subgrade
(Loosening of the ground upto a level of500 mm below the subgrade level, watered, graded
and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
Compacting Original Ground
___________________________________________________________________________________________________Page no. 47 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
57,565.02
95.94
95.90
3-19-2
Unit = Cum
Taking output = 600 Cum
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC034 hours 7.500 2194.50 / hours 16,458.75
PMC078 hours 4.000 321.86 / hours 1,287.44
PMC075 hours 6.000 563.92 / hours 3,383.52
PM0144 KL 24.00 135.00 / KL 3,240.00
25,245.23
Over Head excluding Tax (10%-4%) @6% 25,245.23 x 6 % 1,514.71
Contractor's Profit @10% 26,759.94 x 10 % 2,675.99
Labour Cess @1% 29,435.94 x 1 % 294.36
29,730.30
49.55
49.60
3-20
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.200 444.00 / Day 88.80
PL15 day 5.000 420.00 / Day 2,100.00
PMC045 hours 0.100 3423.42 / hours 342.34
2,531.14
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Dozer D - 80 - A 12
Total Resource Cost
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Vibratory roller 80-100 kN
Water Tanker
Tractor with ripper attachment.
Material
Water
Total Resource Cost
Cost For 600 Cum
Rate per Cum
Say Rs. Per Cum
Compacting original ground supporting embankment
Loosening, leveling and Compacting original ground supporting embankment to facilitate
placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at
OMC and then compacted by rolling so as to achieve minimum dry density as given in Table
300-2 for embankment construction.
Stripping and Storing Top Soil
(Stripping, storing of top soil by road side at 15 m internal and re-application on embankment
slopes, cut slopes and other areas in localities where the available embankment material is
not conducive to plant growth)
Cost For 600 Cum
Rate per Cum
___________________________________________________________________________________________________Page no. 48 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 2,531.14 x 6 % 151.87
Contractor's Profit @10% 2,683.01 x 10 % 268.30
Labour Cess @1% 2,951.31 x 1 % 29.51
2,980.82
298.08
298.10
3-21
Unit = Cum
Taking output = 300 Cum
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC045 hours 6.000 3423.42 / hours 20,540.52
21,416.04
Over Head excluding Tax (10%-4%) @6% 21,416.04 x 6 % 1,284.96
Contractor's Profit @10% 22,701.00 x 10 % 2,270.10
Labour Cess @1% 24,971.10 x 1 % 249.71
25,220.81
84.07
84.10
3-22
Unit = Sqm
Taking output = 100 Sqm
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL15 day 3.000 420.00 / Day 1,260.00
PMC031 hours 1.000 526.68 / hours 526.68
PMC078 hours 2.000 321.86 / hours 643.72
Tractor with trolley.
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Dozer D - 80 - A 12
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Water Tanker
Turfing with Sods
(Furnishing and laying of the live sods of perennial turf forming grass on embankment slope,
verges or other locations shown on the drawing or as directed by the engineer including
preparation of ground, fetching of rods and watering)
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Stripping, storing and re-laying top soil from borrow areas in agriculture fields.
(Stripping of top soil from borrow areas located in agriculture fields, storing at a suitable
place, spreading and re-laying after taking the borrow earth to maintain fertility of the
agricultural field, finishing it to the required levels and satisfaction of the farmer.)
___________________________________________________________________________________________________Page no. 49 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0144 KL 12.00 135.00 / KL 1,620.00
PM0286 Cum 0.18 300.00 / Cum 54.00
4,157.68
Over Head excluding Tax (10%-4%) @6% 4,157.68 x 6 % 249.46
Contractor's Profit @10% 4,407.14 x 10 % 440.71
Labour Cess @1% 4,847.85 x 1 % 48.48
4,896.33
48.96
49.00
3-23
Unit = Sqm
Taking output = 240 Sqm
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 10.000 420.00 / Day 4,200.00
PMC031 hours 2.400 526.68 / hours 1,264.03
PMC078 hours 14.000 321.86 / hours 4,506.04
PM0042 Tonne 0.0552 36423.21 / MT 2,010.56
PM0092 Sqm 264.00 23.20 / Sqm 6,124.80
PM0125 Kg 3.60 125.00 / Kg. 450.00
PM0144 KL 84.00 135.00 / KL 11,340.00
PM0286 Cum 0.43 300.00 / Cum 129.00
30,202.03
Over Head excluding Tax (10%-4%) @6% 30,202.03 x 6 % 1,812.12
Contractor's Profit @10% 32,014.16 x 10 % 3,201.42
Labour Cess @1% 35,215.57 x 1 % 352.16
35,567.73
148.20
Cost For 100 Sqm
Rate per Sqm
Say Rs. Per Sqm
Seeding and Mulching
(Preparation of seed bed on previously laid top soil, furnishing and placing of seeds, fertilizer,
mulching material, applying bituminous emulsion at the rate of0.23 litres per sqm and laying
and fixing jute netting, including watering for 3 months all as per clause 308)
Jute netting, open weave 25 mm
square opening
Seeds
Water
Sludge / Farm yard manure @ 0.18
cum per 100 sqm at site of work for
turfing
Total Resource Cost
Cost For 240 Sqm
Rate per Sqm
Material
Sludge / Farm yard manure @ 0.18
cum per 100 sqm at site of work for
turfing
Water
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Water Tanker
Material
Bitumen Emulsion (RS-1)
Total Resource Cost
___________________________________________________________________________________________________Page no. 50 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
148.20
3-24
Note:-
3-24-A
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.010 444.00 / Day 4.44
PL15 day 0.250 420.00 / Day 105.00
PMC051 hours 0.330 1316.70 / hours 434.51
543.95
Over Head excluding Tax (10%-4%) @6% 543.95 x 6 % 32.64
Contractor's Profit @10% 576.59 x 10 % 57.66
Labour Cess @1% 634.25 x 1 % 6.34
640.59
64.06
64.10
3-24-B
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
875.52
Over Head excluding Tax (10%-4%) @6% 875.52 x 6 % 52.53
Contractor's Profit @10% 928.05 x 10 % 92.81
Labour Cess @1% 1,020.86 x 1 % 10.21
1,031.06
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Mate
Beldar/mazdoor (unskilled)
Machine
Hydraulic Excavator of 1 cum bucket
Surface Drains in Soil
(Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to
specified lines, grades, levels and dimensions to the requirement of clause 301 and 309.
Excavated material to be used in embankment within a lead of50 metres (average lead 25
metres))
Cost For 10 Rmt
Where lining of drain is provided, quantity shall be worked out based on
approved design and drawing and priced on rate of cement concrete of
approved grade or stone/brick masonry as the case may be.
Mechanical means
Manual Means
Say Rs. Per Sqm
Resource Rate
Labour
___________________________________________________________________________________________________Page no. 51 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
103.11
103.10
3-25
3-25-A
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.020 444.00 / Day 8.88
PL15 day 0.500 420.00 / Day 210.00
PMC051 hours 0.670 1316.70 / hours 882.19
1,101.07
Over Head excluding Tax (10%-4%) @6% 1,101.07 x 6 % 66.06
Contractor's Profit @10% 1,167.13 x 10 % 116.71
Labour Cess @1% 1,283.85 x 1 % 12.84
1,296.68
129.67
129.70
3-25-B
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL15 day 3.000 420.00 / Day 1,260.00
1,313.28
Over Head excluding Tax (10%-4%) @6% 1,313.28 x 6 % 78.80
Contractor's Profit @10% 1,392.08 x 10 % 139.21
Labour Cess @1% 1,531.28 x 1 % 15.31
1,546.60
154.66
154.70
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Machine
Hydraulic Excavator of 1 cum bucket
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Surface Drains in Ordinary Rock
(Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary
rock to specified lines, grades, levels and dimensions as per approved design and to the
requirement of clause 301 to 309. Excavated material to be used in embankment at site.)
Mechanical Means
Manual Means
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 52 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
3-26
3-27
Note:-
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 2.000 420.00 / Day 840.00
PM0077 Cum 2.4000 3220.83 / Cum 7,729.99
PM0257 Rmt 10.00 211.26 / Rmt 2,112.60
10,700.35
Over Head excluding Tax (10%-4%) @6% 10,700.35 x 6 % 642.02
Contractor's Profit @10% 11,342.37 x 10 % 1,134.24
Labour Cess @1% 12,476.61 x 1 % 124.77
12,601.38
1,260.14
1,260.10
3-28
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.020 444.00 / Day 8.88
PL15 day 1.500 420.00 / Day 630.00
PM0065 Cum 1.3500 3370.83 / Cum 4,550.62
For rate of hard rock cutting, refer relevant item in this chapter
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Filter media
Perforated pipe of cement concrete,
internal dia 100 mm
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Aggregate Sub- Surface Drains (Construction of aggregate sub surface drain 300 mm x
450 mm with aggregates conforming to table 300-4, excavated material to be utilised in
roadway )
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Crushed Stone chipping 9.5 mm
nominal size
Surface Drains in Hard Rock
(Rate per metre may be worked out based on quantity of hard rock as per design.)
Sub Surface Drains with Perforated Pipe
(Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/
asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6
mm depending upon size of material surrounding the pipe, with 150 mm bedding below the
pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm.
Excavated material to be utilised in roadway at site )
Type of pipe may be modified depending upon provision in design.
Resource Rate
___________________________________________________________________________________________________Page no. 53 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
5,189.50
Over Head excluding Tax (10%-4%) @6% 5,189.50 x 6 % 311.37
Contractor's Profit @10% 5,500.87 x 10 % 550.09
Labour Cess @1% 6,050.96 x 1 % 60.51
6,111.47
611.15
611.10
3-29
3-30
Unit = Sqm
Taking output = 3500 Sqm
Code Unit Qty. Amount
PL14 day 0.280 444.00 / Day 124.32
PL15 day 6.000 420.00 / Day 2,520.00
PL17 day 1.000 510.00 / Day 510.00
PMC025 hours 3.000 1682.45 / hours 5,047.35
PMC078 hours 3.000 321.86 / hours 965.58
PM0144 KL 18.00 135.00 / KL 2,430.00
11,597.25
Over Head excluding Tax (10%-4%) @6% 11,597.25 x 6 % 695.84
Contractor's Profit @10% 12,293.09 x 10 % 1,229.31
Labour Cess @1% 13,522.39 x 1 % 135.22
13,657.62
3.90
3.90
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Quantities to be taken as per the designs and drawings and Rates from relevent Chapters
Resource
Underground Drain at Edge of Pavement
(Construction of an underground drain 1 m x 1 m (inside dimensions) lined with RCC-20 cm
thick and covered with RCC slab10 cm in thickness on urban roads)
Preparation and Surface Treatment of formation.
(Preparation and surface treatment of formation by removing mud and slurry, watering to the
extent needed to maintain the desired moisture content, trimming to the required line, grade,
profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.)
Cost For 3500 Sqm
Rate per Sqm
Say Rs. Per Sqm
Machine
Smooth wheeled 80-100 kN tandem
rollerWater Tanker
Material
Water
Total Resource Cost
Beldar/mazdoor (unskilled)
Rate
Labour
Mate
Mazdoor/Beldar (Skilled)
___________________________________________________________________________________________________Page no. 54 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
3-31
Note:-
Unit = Cum
Taking output = 100 Cum
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 1.500 420.00 / Day 630.00
PMC034 hours 1.000 2194.50 / hours 2,194.50
PMC045 hours 0.500 3423.42 / hours 1,711.71
PMC078 hours 2.000 321.86 / hours 643.72
PM0144 KL 12.00 135.00 / KL 1,620.00
6,817.69
Over Head excluding Tax (10%-4%) @6% 6,817.69 x 6 % 409.06
Contractor's Profit @10% 7,226.75 x 10 % 722.68
Labour Cess @1% 7,949.43 x 1 % 79.49
8,028.92
80.29
80.30
3-32
Note:-
Unit = Cum
Taking output = 260 Cum
Code Unit Qty. Amount
Dozer D - 80 - A 12
Water Tanker
EARTH WORK IN HILL ROADS
Material
Water
Total Resource Cost
Cost For 100 Cum
Rate per Cum
Say Rs. Per Cum
In case the land on the valley side is barren and there is no objection for
disposing of excavated earth on the valley side, the provision of front end
loader and tipper shall be deleted as excavated earth shall be disposed off
on the valley side.
Construction of Rock fill Embankment
(Construction of rock fill embankment with broken hard rock fragments of size not exceeding
300 mm laid in layers not exceeding 500 mm thick including filling of surface voids with stone
spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete
as per clause 313)
Excavation in Hill Area in Soil by Mechanical Means
(Excavation in soil in hilly area by mechanical means including cutting and trimming of side
slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
Resource
Labour
Rate
Vibratory roller 80-100 kN
It is assumed that rock is available locally at site from roadway cutting. In
case, portion of the rock requires breaking to acceptable size of 300 mm,
breaking charges will have to be added.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
___________________________________________________________________________________________________Page no. 55 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.240 444.00 / Day 106.56
PL15 day 6.000 420.00 / Day 2,520.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC045 hours 6.000 3423.42 / hours 20,540.52
PMC028 hours 12.000 695.59 / hours 8,347.08
39,414.36
Over Head excluding Tax (10%-4%) @6% 39,414.36 x 6 % 2,364.86
Contractor's Profit @10% 41,779.22 x 10 % 4,177.92
Labour Cess @1% 45,957.14 x 1 % 459.57
46,416.72
178.53
178.50
3-33
Note:-
Unit = Cum
Taking output = 170 Cum
Code Unit Qty. Amount
PL14 day 0.320 444.00 / Day 142.08
PL15 day 8.000 420.00 / Day 3,360.00
PMC012 hours 7.000 1316.70 / hours 9,216.90
PMC045 hours 6.000 3423.42 / hours 20,540.52
PMC028 hours 7.000 695.59 / hours 4,869.13
38,128.63
Over Head excluding Tax (10%-4%) @6% 38,128.63 x 6 % 2,287.72
Contractor's Profit @10% 40,416.35 x 10 % 4,041.63
Labour Cess @1% 44,457.98 x 1 % 444.58
44,902.56
264.13
264.10
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Dozer D - 80 - A 12
Tipper 5.5 cum/10 ton capacity
Total Resource Cost
Cost For 170 Cum
Rate per Cum
Say Rs. Per Cum
In case the land on the valley side is barren and there is no objection for
disposing of excavated earth on the valley side, the provision of front end
loader and tipper shall be deleted as excavated earth shall be disposed off
on the valley side.
Machine
Front end-loader 1 cum bucket capacity
Dozer D - 80 - A 12
Tipper 5.5 cum/10 ton capacity
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring
Blasting.
(Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means
including cutting and trimming of slopes and disposal of cut material with all lift and lead upto
1000 metres )
Total Resource Cost
Cost For 260 Cum
Rate per Cum
Say Rs. Per Cum
Mate
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 56 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
3-34
Note:-
Unit = Cum
Taking output = 170 Cum
Code Unit Qty. Amount
PL04 day 0.250 528.00 / Day 132.00
PL09 day 2.000 444.00 / Day 888.00
PL14 day 0.490 444.00 / Day 217.56
PL15 day 10.000 420.00 / Day 4,200.00
PMC012 hours 7.000 1316.70 / hours 9,216.90
PMC028 hours 7.000 695.59 / hours 4,869.13
PMC045 hours 6.000 3423.42 / hours 20,540.52
PMC133 hours 5.000 3540.46 / day 2,212.79
PM0081 Kg 35.00 93.00 / Kg. 3,255.00
PM0223 Nos 140.00 851.00 / 100 Nos 1,191.40
46,723.30
Over Head excluding Tax (10%-4%) @6% 46,723.30 x 6 % 2,803.40
Contractor's Profit @10% 49,526.70 x 10 % 4,952.67
Labour Cess @1% 54,479.36 x 1 % 544.79
55,024.16
323.67
323.70
Cost For 170 Cum
Rate per Cum
Say Rs. Per Cum
Excavation in Hilly Areas in Hard Rock Requiring Blasting
(Excavation in hilly areas in hard rock requiring blasting, by mechanical means including
trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
Resource Rate
Labour
Blaster
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Dozer D - 80 - A 12
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.
Material
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Total Resource Cost
Rock Hole Driller
Mate
Tipper 5.5 cum/10 ton capacity
Gelatine 80 per cent
1. In case the land on the valley side is barren and there is no objection for
disposing of excavated earth on the valley side, the provision of front end
loader and tipper shall be deleted as excavated earth can be disposed off on
the valley side.
2. In case of hill roads, the altitude effect comes into play. The output of men
and machines decreases progressively after 2100 m elevation leading to
increase in cost . High altitude effect has been explained in the basic
approach.
___________________________________________________________________________________________________Page no. 57 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
3-35
3-36
Note:-
Unit = Cum
Taking output = 360 Cum
Code Unit Qty. Amount
PL14 day 0.160 444.00 / Day 71.04
a) There is mixed traffic on urban roads like slow moving hand and animal driven carts,
rickshaws, cycles, two/ three wheeler apart from the usual vehicular traffic resulting into
traffic jams. This causes loss of working time which may be in the range of 10 -15 per cent
b) There is considerable disruption of traffic adversely affecting the efficiency of the
working parties including machines due to congestion caused by pedestrian traffic, local
road side venders, parking of vehicles by the road side, encroachments by the shopkeepers
and local shops who make use of the berms of the road in front of these shops and
unauthorised conversion of road berms into mini local market The output of manpower and
machines is substantially reduced due to factors mentioned above.
c) Cost of living in urban areas is comparatively more resulting into higher wages.
d) At times, work is executed during night time due to heavy traffic during day time. This
involves extra expenditure by way of making arrangement for lighting and special transport
for working parties due to odd hour
In the light of above, the authorities engaged in preparing the cost estimates may exercise
their judgment and cater for the additional cost to the extent of 2 to 3 per cent, keeping in
view the severity of factors mentioned above. Supporting details for the extra cost based on
the actual conditions in specific cases will have to give in justification.
Resource Rate
Labour
1.As flyash is available free of cost as waste material from Thermal Plants,
cost of material has not been added.
2.The earth cover on sides and intermediate layers of earth sandwiching the
flyash have not been included in this analysis. The same are required to be
provided as per approved design and priced separately as embankment
construction.
Mate
Work in Urban Roads
(The cost of earth work in urban roads inhabited area will be comparatively higher due to
following reasons:)
Embankment Construction with Fly ash/Pond ash available from coal or lignite burning
Thermal Plants as waste material.
(Construction of embankment with fly ash conforming to table 1 of IRC: SP: 58 - 2001
obtained from coal or lignite burning thermal power stations as waste material, spread and
compacted in layer of 200mm thickness each at OMC, all as specified in IRC: SP: 58-2001
and as per approved plans.)
___________________________________________________________________________________________________Page no. 58 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 4.000 420.00 / Day 1,680.00
PMC014 hours 6.000 1316.70 / hours 7,900.20
PMC019 hours 3.600 3584.35 / hours 12,903.66
PMC034 hours 3.600 2194.50 / hours 7,900.20
PMC045 hours 1.800 3423.42 / hours 6,162.16
PMC068 MT.Km 4,320 4.79 / MT.Km 20,692.80
20692.80 x 10 % 2,069.28
PMC078 hours 12.000 321.86 / hours 3,862.32
63,241.66
Over Head excluding Tax (10%-4%) @6% 63,241.66 x 6 % 3,794.50
Contractor's Profit @10% 67,036.16 x 10 % 6,703.62
Labour Cess @1% 73,739.77 x 1 % 737.40
74,477.17
206.88
206.90
Add 10% of cost of carriagefor loading
and unloading
Water Tanker
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Vibratory roller 80-100 kN
Dozer D - 80 - A 12
Tipper 5.5 cum in tonne.km
Beldar/mazdoor (unskilled)
Machine
Hydraulic Excavator 0.9/1.0 cum
Motor Grader
___________________________________________________________________________________________________Page no. 59 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 4 - SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERS
4-1
4-1-A
4-1-A-1
Unit = Cum
Taking output = 225 Cum (450 Tonne)
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 8.000 420.00 / Day 3,360.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC010 hours 6.000 1170.40 / hours 7,022.40
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC068 hours 4,500 4.79 / MT.Km 21,555.00
21555.00 x10% 2,155.50
PMC078 hours 4.500 321.86 / hours 1,448.37
PMC108 hours 6.000 1851.36 / hours 11,108.16
PM0152 Cum 86.40 1289.23 / Cum 1,11,389.47
PM0153 Cum 144.00 1289.23 / Cum 1,85,649.12
PM0154 Cum 57.00 1289.23 / Cum 73,486.11
PM0144 KL 27.00 135.00 / KL 3,645.00
4,64,590.03
Over Head excluding Tax (10%-4%) @6% 4,64,590.03 x 6 % 27,875.40
Contractor's Profit @10% 4,92,465.43 x 10 % 49,246.54
Labour Cess @1% 5,41,711.98 x 1 % 5,417.12
5,47,129.10
2,431.68
2,431.70
4-1-A-2
Granular Sub-base with Close Graded Material (Table:- 400-1)
Plant Mix Method (Construction of granular sub-base by providing close graded Material,
mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading
in uniform layers with motor grader on prepared surface and compacting with vibratory power
roller to achieve the desired density, complete as per clause 401 )
for grading- I Material
for grading- II Material
Material
Electric generator set, 125 KVA
Front end-loader 1 cum bucket capacity
Motor Grader
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Resource Rate
Labour
Mate
Machine
Well Graded Material for Sub-Base -
Grading I 2.36 mm below
Water
Total Resource Cost
Cost For 225 Cum
Rate per Cum
Say Rs. Per Cum
Vibratory roller 80-100 kN
Tipper 5.5 cum in tonne.km
Water Tanker
Wet Mix Plant 75 TPH
Add 10% of cost of carriage to cover
loading and unloading
Well Graded Material for Sub-Base -
Grading I 53 mm to 9.5 mm
Well Graded Material for Sub-Base -
Grading I 9.5 mm to 2.36 mm
___________________________________________________________________________________________________Page no. 60 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Cum
Taking output = 225 Cum (450 Tonne)
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 8.000 420.00 / Day 3,360.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC010 hours 6.000 1170.40 / hours 7,022.40
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC068 hours 4,500 4.79 / MT.Km 21,555.00
21555.00 x10% 2,155.50
PMC078 hours 4.500 321.86 / hours 1,448.37
PMC108 hours 6.000 1851.36 / hours 11,108.16
PM0155 Cum 115.20 1289.23 / Cum 1,48,519.30
PM0156 Cum 100.80 1289.23 / Cum 1,29,954.38
PM0157 Cum 72.00 1289.23 / Cum 92,824.56
PM0144 KL 27.00 135.00 / KL 3,645.00
4,65,363.57
Over Head excluding Tax (10%-4%) @6% 4,65,363.57 x 6 % 27,921.81
Contractor's Profit @10% 4,93,285.38 x 10 % 49,328.54
Labour Cess @1% 5,42,613.92 x 1 % 5,426.14
5,48,040.06
2,435.73
2,435.70
4-1-A-3
Unit = Cum
Taking output = 225 Cum (450 Tonne)
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 8.000 420.00 / Day 3,360.00
PL17 day 2.000 510.00 / Day 1,020.00
for grading-III Material
Electric generator set, 125 KVA
Front end-loader 1 cum bucket capacity
Motor Grader
Vibratory roller 80-100 kN
Tipper 5.5 cum in tonne.km
Add 10% of cost of carriage to cover
loading and unloading
Water Tanker
Wet Mix Plant 75 TPH
Material
Well Graded Material for Sub-Base -
Grading II 2.36 mm below
Well Graded Material for Sub-Base -
Grading II 26.5 mm to 9.5 mm
Well Graded Material for Sub-Base -
Grading II 9.5 mm to 2.36 mm
Water
Total Resource Cost
Cost For 225 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
___________________________________________________________________________________________________Page no. 61 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC010 hours 6.000 1170.40 / hours 7,022.40
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC068 hours 4,500 4.79 / MT.Km 21,555.00
21555.00 x10% 2,155.50
PMC078 hours 4.500 321.86 / hours 1,448.37
PMC108 hours 6.000 1851.36 / hours 11,108.16
PM0158 Cum 151.20 1289.23 / Cum 1,94,931.58
PM0159 Cum 36.00 1289.23 / Cum 46,412.28
PM0160 Cum 100.80 1289.23 / Cum 1,29,954.38
PM0144 KL 27.00 135.00 / KL 3,645.00
4,65,363.57
Over Head excluding Tax (10%-4%) @6% 4,65,363.57 x 6 % 27,921.81
Contractor's Profit @10% 4,93,285.38 x 10 % 49,328.54
Labour Cess @1% 5,42,613.92 x 1 % 5,426.14
5,48,040.06
2,435.73
2,435.70
4-1-B
4-1-B-1
Unit = Cum
Taking output = 300 Cum
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL15 day 10.000 420.00 / Day 4,200.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC032 hours 12.000 526.68 / hours 6,320.16
PMC034 hours 6.000 2194.50 / hours 13,167.00
By Mix in Place Method
(Construction of granular sub-base by providing close graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method with rotavator
at OMC, and compacting with vibratory roller to achieve the desired density, complete as per
clause 401)
for grading- I Material
Electric generator set, 125 KVA
Front end-loader 1 cum bucket capacity
Motor Grader
Mate
Beldar/mazdoor (unskilled)
Add 10% of cost of carriage to cover
loading and unloading
Water Tanker
Wet Mix Plant 75 TPH
Material
Well Graded Material for Sub-Base -
Grading III 2.36 mm below
Well Graded Material for Sub-Base -
Grading III 4.75 mm to 2.36 mm
Well Graded Material for Sub-Base -
Grading III 9.5 mm to 4.75 mm
Water
Total Resource Cost
Cost For 225 Cum
Rate per Cum
Say Rs. Per Cum
Resource
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Tractor with Rotavator
Vibratory roller 80-100 kN
Vibratory roller 80-100 kN
Tipper 5.5 cum in tonne.km
Rate
Labour
___________________________________________________________________________________________________Page no. 62 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC078 hours 3.000 321.86 / hours 965.58
PM0152 Cum 115.20 1289.23 / Cum 1,48,519.30
PM0153 Cum 192.00 1289.23 / Cum 2,47,532.16
PM0154 Cum 76.00 1289.23 / Cum 97,981.48
PM0144 KL 18.00 135.00 / KL 2,430.00
5,43,854.90
Over Head excluding Tax (10%-4%) @6% 5,43,854.90 x 6 % 32,631.29
Contractor's Profit @10% 5,76,486.19 x 10 % 57,648.62
Labour Cess @1% 6,34,134.81 x 1 % 6,341.35
6,40,476.16
2,134.92
2,134.90
4-1-B-2
Unit = Cum
Taking output = 300 Cum
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL15 day 10.000 420.00 / Day 4,200.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC032 hours 12.000 526.68 / hours 6,320.16
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 3.000 321.86 / hours 965.58
PM0155 Cum 153.60 1289.23 / Cum 1,98,025.73
PM0156 Cum 134.40 1289.23 / Cum 1,73,272.51
PM0157 Cum 96.00 1289.23 / Cum 1,23,766.08
PM0144 KL 18.00 135.00 / KL 2,430.00
5,44,886.28
Over Head excluding Tax (10%-4%) @6% 5,44,886.28 x 6 % 32,693.18
Contractor's Profit @10% 5,77,579.46 x 10 % 57,757.95
Labour Cess @1% 6,35,337.40 x 1 % 6,353.37
for grading- II Material
Well Graded Material for Sub-Base -
Grading I 2.36 mm below
Water Tanker
Material
Well Graded Material for Sub-Base -
Grading I 53 mm to 9.5 mm
Well Graded Material for Sub-Base -
Grading I 9.5 mm to 2.36 mm
Water
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Tractor with Rotavator
Vibratory roller 80-100 kN
Water Tanker
Material
Well Graded Material for Sub-Base -
Grading II 2.36 mm below
Well Graded Material for Sub-Base -
Grading II 26.5 mm to 9.5 mm
Well Graded Material for Sub-Base -
Grading II 9.5 mm to 2.36 mm
Water
Total Resource Cost
___________________________________________________________________________________________________Page no. 63 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
6,41,690.78
2,138.97
2,139.00
4-1-B-3
Unit = Cum
Taking output = 300 Cum
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL15 day 10.000 420.00 / Day 4,200.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC032 hours 12.000 526.68 / hours 6,320.16
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 3.000 321.86 / hours 965.58
PM0158 Cum 201.60 1289.23 / Cum 2,59,908.77
PM0159 Cum 48.00 1289.23 / Cum 61,883.04
PM0160 Cum 134.40 1289.23 / Cum 1,73,272.51
PM0144 KL 18.00 135.00 / KL 2,430.00
5,44,886.28
Over Head excluding Tax (10%-4%) @6% 5,44,886.28 x 6 % 32,693.18
Contractor's Profit @10% 5,77,579.46 x 10 % 57,757.95
Labour Cess @1% 6,35,337.40 x 1 % 6,353.37
6,41,690.78
2,138.97
2,139.00
4-2
4-2-1
Unit = Cum
Taking output = 300 Cum
Code Unit Qty. Amount
for grading-III Material
for grading- I Material
Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of
granular sub-base by providing coarse graded material, spreading in uniform layers with
motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and
compacting with vibratory roller to achieve the desired density, complete as per clause 401)
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Tractor with Rotavator
Vibratory roller 80-100 kN
Water Tanker
Material
Well Graded Material for Sub-Base -
Grading III 2.36 mm below
Well Graded Material for Sub-Base -
Grading III 4.75 mm to 2.36 mm
Well Graded Material for Sub-Base -
Grading III 9.5 mm to 4.75 mm
Water
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
___________________________________________________________________________________________________Page no. 64 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.400 444.00 / Day 177.60
PL15 day 8.000 420.00 / Day 3,360.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 3.000 321.86 / hours 965.58
PM0174 Cum 76.80 1589.23 / Cum 1,22,052.86
PM0177 Cum 172.80 1589.23 / Cum 2,74,618.94
PM0180 Cum 134.40 1419.23 / Cum 1,90,744.51
PM0144 KL 18.00 135.00 / KL 2,430.00
6,30,042.60
Over Head excluding Tax (10%-4%) @6% 6,30,042.60 x 6 % 37,802.56
Contractor's Profit @10% 6,67,845.16 x 10 % 66,784.52
Labour Cess @1% 7,34,629.67 x 1 % 7,346.30
7,41,975.97
2,473.25
2,473.30
4-2-2
Unit = Cum
Taking output = 300 Cum
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 8.000 420.00 / Day 3,360.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 3.000 321.86 / hours 965.58
PM0174 Cum 96.00 1589.23 / Cum 1,52,566.08
PM0177 Cum 288.00 1589.23 / Cum 4,57,698.24
PM0144 KL 18.00 135.00 / KL 2,430.00
for grading- II Material
Machine
Motor Grader
Vibratory roller 80-100 kN
Water Tanker
Material
Coarse graded Granular sub-base
Material 4.75mm to 75 micron mm
Coarse graded Granular sub-base
Material 26.5 mm to 4.75 mm
Coarse graded Granular sub-base
Material 53 mm to 26 .5mm
Water
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Vibratory roller 80-100 kN
Water Tanker
Material
Coarse graded Granular sub-base
Material 4.75mm to 75 micron mm
Coarse graded Granular sub-base
Material 26.5 mm to 4.75 mm
Water
___________________________________________________________________________________________________Page no. 65 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
6,52,890.60
Over Head excluding Tax (10%-4%) @6% 6,52,890.60 x 6 % 39,173.44
Contractor's Profit @10% 6,92,064.04 x 10 % 69,206.40
Labour Cess @1% 7,61,270.44 x 1 % 7,612.70
7,68,883.14
2,562.94
2,562.90
4-2-3
Unit = Cum
Taking output = 300 Cum
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 8.000 420.00 / Day 3,360.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 3.000 321.86 / hours 965.58
PM0176 Cum 255.00 1589.23 / Cum 4,05,253.65
PM0174 Cum 129.00 1589.23 / Cum 2,05,010.67
PM0144 KL 18.00 135.00 / KL 2,430.00
6,52,890.60
Over Head excluding Tax (10%-4%) @6% 6,52,890.60 x 6 % 39,173.44
Contractor's Profit @10% 6,92,064.04 x 10 % 69,206.40
Labour Cess @1% 7,61,270.44 x 1 % 7,612.70
7,68,883.14
2,562.94
2,562.90
4-3
4-3-A
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Lime Stabilisation for Improving Subgrade
(Laying and spreading available soil in the subgrade on a prepared surface, pulverising,
mixing the spread soil in place with rotavator with 3 % slaked lime having minimum content
of 70% of CaO, grading with motor grader and compacting with the road roller at OMC to the
desired density to form a layer of improved sub grade)
for grading-III Material
By Mechanical Means
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Vibratory roller 80-100 kN
Water Tanker
Material
Coarse graded Granular sub-base
Material 9.5 mm to 4.75 mm
Coarse graded Granular sub-base
Material 4.75mm to 75 micron mm
Water
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 66 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Cum
Taking output = 300 Cum (525 Tonne)
Code Unit Qty. Amount
PL14 day 0.360 444.00 / Day 159.84
PL15 day 8.000 420.00 / Day 3,360.00
PL17 day 1.000 510.00 / Day 510.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC032 hours 12.000 526.68 / hours 6,320.16
PMC034 hours 3.900 2194.50 / hours 8,558.55
PMC078 hours 12.000 321.86 / hours 3,862.32
PM0095 Tonne 15.75 8816.74 / MT 1,38,863.66
PM0144 KL 72.00 135.00 / KL 9,720.00
1,92,860.63
Over Head excluding Tax (10%-4%) @6% 1,92,860.63 x 6 % 11,571.64
Contractor's Profit @10% 2,04,432.26 x 10 % 20,443.23
Labour Cess @1% 2,24,875.49 x 1 % 2,248.75
2,27,124.24
757.08
757.10
4-3-B
Unit = Cum
Taking output = 150 Cum (263 Tonne)
Code Unit Qty. Amount
PL14 day 1.440 444.00 / Day 639.36
PL15 day 35.000 420.00 / Day 14,700.00
PL17 day 1.000 510.00 / Day 510.00
PMC034 hours 2.500 2194.50 / hours 5,486.25
PMC078 hours 6.000 321.86 / hours 1,931.16
PM0095 Tonne 8.00 8816.74 / MT 70,533.92
PM0144 KL 36.00 135.00 / KL 4,860.00
98,660.69
Over Head excluding Tax (10%-4%) @6% 98,660.69 x 6 % 5,919.64
Contractor's Profit @10% 1,04,580.33 x 10 % 10,458.03
Labour Cess @1% 1,15,038.36 x 1 % 1,150.38
1,16,188.75
By Manual Means
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Vibratory roller 80-100 kN
Water Tanker
Material
Lime
Water
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
Tractor with Rotavator
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Vibratory roller 80-100 kN
Water Tanker
Material
Lime
Water
Total Resource Cost
Cost For 150 Cum
___________________________________________________________________________________________________Page no. 67 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
774.59
774.60
4-4
Unit = Cum
Taking output = 300 Cum (525 Tonne)
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL15 day 10.000 420.00 / Day 4,200.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC014 hours 6.000 1316.70 / hours 7,900.20
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC032 hours 12.000 526.68 / hours 6,320.16
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC068 hours 5,250 4.79 / MT.Km 25,147.50
25147.50 x10% 2,514.75
PMC078 hours 12.000 321.86 / hours 3,862.32
PM0095 Tonne 15.75 8816.74 / MT 1,38,863.66
PM0144 KL 72.00 135.00 / KL 9,720.00
2,34,434.81
Over Head excluding Tax (10%-4%) @6% 2,34,434.81 x 6 % 14,066.09
Contractor's Profit @10% 2,48,500.89 x 10 % 24,850.09
Labour Cess @1% 2,73,350.98 x 1 % 2,733.51
2,76,084.49
920.28
920.30
4-5 Cement Treated Soil Sub Base/ Base
(Providing, laying and spreading soil on a prepared sub grade, pulverising, adding the
designed quantity of cement to the spread soil, mixing in place with rotavator, grading with
the motor grader and compacting with the road roller at OMC to achieve the desired
unconfined compressive strength and to form a layer of sub-base/base.)
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Hydraulic Excavator 0.9/1.0 cum
Motor Grader
Tractor with Rotavator
Vibratory roller 80-100 kN
Tipper 5.5 cum in tonne.km
Add 10% of cost of carriage to cover
loading and unloading
Water Tanker
Material
Rate per Cum
Lime Treated Soil for Sub- Base
(Providing, laying and spreading soil on a prepared sub grade, pulverising, mixing the spread
soil in place with rotavator with 3 % slaked lime with minimum content of 70% of CaO,
grading with motor grader and compacting with the road roller at OMC to achieve at least
98%of the max dry density to form a layer of sub base.)
Lime
Water
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 68 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Cum
Taking output = 300 Cum (525 Tonne)
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL15 day 10.000 420.00 / Day 4,200.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC014 hours 6.000 1316.70 / hours 7,900.20
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC032 hours 12.000 526.68 / hours 6,320.16
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC068 hours 5,250 4.79 / MT.Km 25,147.50
25147.50 x10% 2,514.75
PMC078 hours 12.000 321.86 / hours 3,862.32
PM0049 Tonne 21.00 7512.09 / MT 1,57,753.89
PM0144 KL 72.00 135.00 / KL 9,720.00
2,53,325.04
Over Head excluding Tax (10%-4%) @6% 2,53,325.04 x 6 % 15,199.50
Contractor's Profit @10% 2,68,524.54 x 10 % 26,852.45
Labour Cess @1% 2,95,377.00 x 1 % 2,953.77
2,98,330.77
994.44
994.40
4-6
4-6-1
Unit = Cum
Taking output = 300 Cum (600 Tonne)
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL15 day 10.000 420.00 / Day 4,200.00
PL17 day 2.000 510.00 / Day 1,020.00
Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in
Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding
the designed quantity of cement to the spread Material, mixing in place with rotavator,
grading with the motor grader and compacting with the road roller at OMC to achieve the
desired unconfined compressive strength and to form a layer of sub-base/base.)
For Sub-Base course
(For 4 per cent quantity of cement by weight
of soil)
Quantity of cement assumed as 4 % of
quantity of crushed rock by weight.
Resource Rate
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Hydraulic Excavator 0.9/1.0 cum
Motor Grader
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Tractor with Rotavator
Vibratory roller 80-100 kN
Tipper 5.5 cum in tonne.km
Add 10% of cost of carriage to cover
loading and unloading
Water Tanker
Material
Cement
Water
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 69 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC032 hours 12.000 526.68 / hours 6,320.16
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 10.000 321.86 / hours 3,218.60
PM0049 Tonne 24.00 7512.09 / MT 1,80,290.16
PM0169 Cum 211.20 1589.23 / Cum 3,35,645.38
PM0171 Cum 96.00 1589.23 / Cum 1,52,566.08
PM0176 Cum 76.80 1589.23 / Cum 1,22,052.86
PM0144 KL 60.00 135.00 / KL 8,100.00
8,48,299.46
Over Head excluding Tax (10%-4%) @6% 8,48,299.46 x 6 % 50,897.97
Contractor's Profit @10% 8,99,197.43 x 10 % 89,919.74
Labour Cess @1% 9,89,117.17 x 1 % 9,891.17
9,99,008.34
3,330.03
3,330.00
4-6-2
Unit = Cum
Taking output = 300 Cum (600 Tonne)
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL15 day 10.000 420.00 / Day 4,200.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC032 hours 12.000 526.68 / hours 6,320.16
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 10.000 321.86 / hours 3,218.60
PM0049 Tonne 24.00 7512.09 / MT 1,80,290.16
PM0169 Cum 124.80 1589.23 / Cum 1,98,335.90
PM0171 Cum 240.00 1589.23 / Cum 3,81,415.20
PM0176 Cum 19.20 1589.23 / Cum 30,513.22
Motor Grader
Tractor with Rotavator
Vibratory roller 80-100 kN
Water Tanker
Material
Cement
Water
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
Close graded Granular sub-base
Material 37.5 mm to 9.5 mm
Close graded Granular sub-base
Material 4.75mm to 75 micron mm
Coarse graded Granular sub-base
Material 9.5 mm to 4.75 mm
Quantity of cement assumed as 4 % of
quantity of crushed rock by weight.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Tractor with Rotavator
Vibratory roller 80-100 kN
Water Tanker
For Base course
Material
Cement
Close graded Granular sub-base
Material 37.5 mm to 9.5 mm
Close graded Granular sub-base
Material 4.75mm to 75 micron mm
Coarse graded Granular sub-base
Material 9.5 mm to 4.75 mm
___________________________________________________________________________________________________Page no. 70 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0144 KL 60.00 135.00 / KL 8,100.00
8,48,299.46
Over Head excluding Tax (10%-4%) @6% 8,48,299.46 x 6 % 50,897.97
Contractor's Profit @10% 8,99,197.43 x 10 % 89,919.74
Labour Cess @1% 9,89,117.17 x 1 % 9,891.17
9,99,008.34
3,330.03
3,330.00
4-7
4-7-1
Unit = Sqm
Taking output = 210 Sqm (30 x 7 m)
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC031 hours 0.200 526.68 / hours 105.34
980.86
Over Head excluding Tax (10%-4%) @6% 980.86 x 6 % 58.85
Contractor's Profit @10% 1,039.71 x 10 % 103.97
Labour Cess @1% 1,143.68 x 1 % 11.44
1,155.11
5.50
5.50
4-7-2
Unit = Sqm
Taking output = 210 Sqm (30 x 7 m)
Code Unit Qty. Amount
PL14 day 0.160 444.00 / Day 71.04
PL15 day 4.000 420.00 / Day 1,680.00
PMC031 hours 0.400 526.68 / hours 210.67
1,961.71
Over Head excluding Tax (10%-4%) @6% 1,961.71 x 6 % 117.70
Making 50 mm x 50 mm Furrows
(Making 50 mm x 50 mm furrows, 25mm deep, 450 to the center line of the road and at one
metre interval in the existing thin bituminous wearing coarse including sweeping and disposal
of excavated material within 1000 metres lead)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 210 Sqm
Rate per Sqm
Say Rs. Per Sqm
25mm deep furrow cutting
50mm deep furrow cutting
Water
Total Resource Cost
Cost For 300 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
___________________________________________________________________________________________________Page no. 71 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 2,079.41 x 10 % 207.94
Labour Cess @1% 2,287.36 x 1 % 22.87
2,310.23
11.00
11.00
4-8
Unit = Cum
Taking output = 600 Cum
Code Unit Qty. Amount
PL14 day 0.920 444.00 / Day 408.48
PL15 day 21.000 420.00 / Day 8,820.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 18.000 321.86 / hours 5,793.48
PM0123 Cum 720.00 1641.25 / Cum 11,81,700.00
PM0144 KL 108.00 135.00 / KL 14,580.00
12,46,995.06
Over Head excluding Tax (10%-4%) @6% 12,46,995.06 x 6 % 74,819.70
Contractor's Profit @10% 13,21,814.76 x 10 % 1,32,181.48
Labour Cess @1% 14,53,996.24 x 1 % 14,539.96
14,68,536.20
2,447.56
2,447.60
4-9
4-9-A
4-9-A-1
4-9-A-1-A
Inverted Choke
(Construction of inverted choke by providing, laying, spreading and compacting screening B
type/ coarse sand of specified grade in uniform layer on a prepared surface with motor
grader and compacting with power roller etc)
Water Bound Macadam
(Providing, laying, spreading and compacting stone aggregates of specific sizes to water
bound macadam specification including spreading in uniform thickness, hand packing, rolling
with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and
brooming requisite type of screening/ binding Materials to fill up the interstices of coarse
aggregate, watering and compacting to the required density.)
By Manual Means
Grading- I (Using Screening Crushable type such as Moorum or Gravel)
Using Screening Crushable type such as Moorum or Gravel
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Vibratory roller 80-100 kN
Water Tanker
Material
Sand (Coarse)
Water
Total Resource Cost
Cost For 600 Cum
Rate per Cum
Say Rs. Per Cum
Cost For 210 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
___________________________________________________________________________________________________Page no. 72 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Cum
Taking output = 360 Cum
Grading-I @ 1.21cum per 10 sqm for compacted thickness of 100 mm
Crushable type such as Moorum or Gravel for grading-I @ 0.30 cum per 10 sqm
Binding Material @ 0.08cum per 10 sqm for grading I material
Code Unit Qty. Amount
PL14 day 10.080 444.00 / Day 4,475.52
PL15 day 250.000 420.00 / Day 1,05,000.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0021 Cum 435.60 1342.00 / Cum 5,84,575.20
PM0164 Cum 108.00 910.00 / Cum 98,280.00
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
8,40,997.56
Over Head excluding Tax (10%-4%) @6% 8,40,997.56 x 6 % 50,459.85
Contractor's Profit @10% 8,91,457.41 x 10 % 89,145.74
Labour Cess @1% 9,80,603.15 x 1 % 9,806.03
9,90,409.19
2,751.14
2,751.10
4-9-A-1-B
Unit = Cum
Taking output = 360 Cum
Grading-I @ 1.21cum per 10 sqm for compacted thickness of 100 mm
Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm
Binding Material @ 0.08cum per 10 sqm for grading I material
Code Unit Qty. Amount
PL14 day 10.080 444.00 / Day 4,475.52
PL15 day 250.000 420.00 / Day 1,05,000.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Vibratory roller 80-100 kN
Water Tanker
Material
Using Screening Type-A (13.2mm Agg.)
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Vibratory roller 80-100 kN
Water Tanker
Material
Aggregate-Grading I 90 mm to 45 mm
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Moorum at Site
Binding Material
___________________________________________________________________________________________________Page no. 73 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0021 Cum 435.60 1342.00 / Cum 5,84,575.20
PM0138 Cum 97.20 3370.83 / Cum 3,27,644.68
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
10,70,362.24
Over Head excluding Tax (10%-4%) @6% 10,70,362.24 x 6 % 64,221.73
Contractor's Profit @10% 11,34,583.97 x 10 % 1,13,458.40
Labour Cess @1% 12,48,042.37 x 1 % 12,480.42
12,60,522.79
3,501.45
3,501.50
4-9-A-2
4-9-A-2-A
Unit = Cum
Taking output = 360 Cum
Grading-II 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Crushable type such as Moorum or Gravel for grading II @ 0.22 cum per 10 sqm
Binding Material @ 0.06cum per 10 sqm for grading II material
Code Unit Qty. Amount
PL14 day 10.080 444.00 / Day 4,475.52
PL15 day 250.000 420.00 / Day 1,05,000.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0022 Cum 435.60 1402.00 / Cum 6,10,711.20
PM0164 Cum 105.59 910.00 / Cum 96,086.90
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
8,64,940.46
Over Head excluding Tax (10%-4%) @6% 8,64,940.46 x 6 % 51,896.43
Contractor's Profit @10% 9,16,836.89 x 10 % 91,683.69
Labour Cess @1% 10,08,520.58 x 1 % 10,085.21
10,18,605.78
2,829.46
2,829.50
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Vibratory roller 80-100 kN
Water Tanker
Material
Aggregate-Grading II 63 mm to 45 mm
Moorum at Site
Binding Material
Using Screening Crushable type such as Moorum or Gravel
Aggregate-Grading I 90 mm to 45 mm
Stone Screening - Type A 13.2 mm for
Grading-1
Binding Material
Water
Total Resource Cost
Grading- II (Using Screening Crushable type such as Moorum or Gravel)
___________________________________________________________________________________________________Page no. 74 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
4-9-A-2-B
Unit = Cum
Taking output = 360 Cum
Grading-II 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Type A 13.2 mm for grading-II @ 0.12 cum per 10 sqm
Binding Material @ 0.06cum per 10 sqm for grading II material
Code Unit Qty. Amount
PL14 day 10.080 444.00 / Day 4,475.52
PL15 day 250.000 420.00 / Day 1,05,000.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0022 Cum 435.60 1402.00 / Cum 6,10,711.20
PM0139 Cum 57.60 3370.83 / Cum 1,94,159.81
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
9,63,013.37
Over Head excluding Tax (10%-4%) @6% 9,63,013.37 x 6 % 57,780.80
Contractor's Profit @10% 10,20,794.17 x 10 % 1,02,079.42
Labour Cess @1% 11,22,873.59 x 1 % 11,228.74
11,34,102.32
3,150.28
3,150.30
4-9-A-2-C
Unit = Cum
Taking output = 360 Cum
Grading-II 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm
Binding Material @ 0.06cum per 10 sqm for grading II material
Code Unit Qty. Amount
PL14 day 10.080 444.00 / Day 4,475.52
PL15 day 250.000 420.00 / Day 1,05,000.00
PL17 day 2.000 510.00 / Day 1,020.00
Stone Screening - Type A 13.2 mm for
Grading-2
Binding Material
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Using Screening Type-B (11.2mm Agg.)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Vibratory roller 80-100 kN
Water Tanker
Material
Aggregate-Grading II 63 mm to 45 mm
Using Screening Type-A (13.2mm Agg.)
___________________________________________________________________________________________________Page no. 75 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0022 Cum 435.60 1402.00 / Cum 6,10,711.20
PM0140 Cum 96.01 3370.83 / Cum 3,23,633.39
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
10,92,486.95
Over Head excluding Tax (10%-4%) @6% 10,92,486.95 x 6 % 65,549.22
Contractor's Profit @10% 11,58,036.17 x 10 % 1,15,803.62
Labour Cess @1% 12,73,839.78 x 1 % 12,738.40
12,86,578.18
3,573.83
3,573.80
4-9-A-3
4-9-A-3-A
Unit = Cum
Taking output = 360 Cum
Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm
Binding Material @ 0.06cum per 10 sqm for grading II material
Code Unit Qty. Amount
PL14 day 10.080 444.00 / Day 4,475.52
PL15 day 250.000 420.00 / Day 1,05,000.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0023 Cum 435.60 1472.00 / Cum 6,41,203.20
PM0164 Cum 105.59 910.00 / Cum 96,086.90
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
8,95,432.46
Over Head excluding Tax (10%-4%) @6% 8,95,432.46 x 6 % 53,725.95
Contractor's Profit @10% 9,49,158.41 x 10 % 94,915.84
Labour Cess @1% 10,44,074.25 x 1 % 10,440.74
Vibratory roller 80-100 kN
Water Tanker
Material
Aggregate-Grading III 53 mm to 22.4
mm
Moorum at Site
Binding Material
Water
Total Resource Cost
Material
Aggregate-Grading II 63 mm to 45 mm
Stone Screening - Type B 11.2 mm for
Grading-2
Binding Material
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Grading- III (Using Screening Crushable type such as Moorum or Gravel)
Using Screening Crushable type such as Moorum or Gravel
Vibratory roller 80-100 kN
Water Tanker
___________________________________________________________________________________________________Page no. 76 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
10,54,514.99
2,929.21
2,929.20
4-9-A-3-B
Unit = Cum
Taking output = 360 Cum
Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm
Binding Material @ 0.06cum per 10 sqm for grading II material
Code Unit Qty. Amount
PL14 day 10.080 444.00 / Day 4,475.52
PL15 day 250.000 420.00 / Day 1,05,000.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0023 Cum 435.60 1472.00 / Cum 6,41,203.20
PM0141 Cum 86.40 3370.83 / Cum 2,91,239.71
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
10,90,585.27
Over Head excluding Tax (10%-4%) @6% 10,90,585.27 x 6 % 65,435.12
Contractor's Profit @10% 11,56,020.39 x 10 % 1,15,602.04
Labour Cess @1% 12,71,622.43 x 1 % 12,716.22
12,84,338.65
3,567.61
3,567.60
4-9-B
4-9-B-1
4-9-B-1-A
Unit = Cum
Taking output = 360 Cum
Grading-I 90 mm to 45 mm@ 1.21cum per 10 sqm for compacted thickness of 100 mm
Crushable type such as Moorum or Gravel for grading-I @ 0.30 cum per 10 sqm
Binding Material @ 0.08cum per 10 sqm for grading I material
Code Unit Qty. Amount
Mazdoor/Beldar (Skilled)
Machine
Vibratory roller 80-100 kN
Water Tanker
Material
Aggregate-Grading III 53 mm to 22.4
mm
Stone Screening - Type B 11.2 mm for
Grading-3
Binding Material
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
By Mechanical Means:
Grading- I (Using Screening Crushable type such as Moorum or Gravel)
Using Screening Crushable type such as Moorum or Gravel
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Using Screening Type-B (11.2mm Agg.)
___________________________________________________________________________________________________Page no. 77 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.680 444.00 / Day 301.92
PL15 day 15.000 420.00 / Day 6,300.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 7.200 3584.35 / hours 25,807.32
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0021 Cum 435.60 1342.00 / Cum 5,84,575.20
PM0164 Cum 108.00 910.00 / Cum 98,280.00
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
7,63,931.28
Over Head excluding Tax (10%-4%) @6% 7,63,931.28 x 6 % 45,835.88
Contractor's Profit @10% 8,09,767.16 x 10 % 80,976.72
Labour Cess @1% 8,90,743.87 x 1 % 8,907.44
8,99,651.31
2,499.03
2,499.00
4-9-B-1-B
Unit = Cum
Taking output = 360 Cum
Grading-I 90 mm to 45 mm@ 1.21cum per 10 sqm for compacted thickness of 100 mm
Type A 13.2 mm for grading-I @ 0.27 cum per 10 sqm
Binding Material @ 0.08cum per 10 sqm for grading I material
Code Unit Qty. Amount
PL14 day 0.680 444.00 / Day 301.92
PL15 day 15.000 420.00 / Day 6,300.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 7.200 3584.35 / hours 25,807.32
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0021 Cum 435.60 1342.00 / Cum 5,84,575.20
PM0138 Cum 97.20 3370.83 / Cum 3,27,644.68
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Vibratory roller 80-100 kN
Water Tanker
Material
Aggregate-Grading I 90 mm to 45 mm
Stone Screening - Type A 13.2 mm for
Grading-1
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Water Tanker
Material
Aggregate-Grading I 90 mm to 45 mm
Moorum at Site
Binding Material
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Vibratory roller 80-100 kN
Using Screening Type-A (13.2mm Agg.)
Labour
___________________________________________________________________________________________________Page no. 78 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
9,93,295.96
Over Head excluding Tax (10%-4%) @6% 9,93,295.96 x 6 % 59,597.76
Contractor's Profit @10% 10,52,893.71 x 10 % 1,05,289.37
Labour Cess @1% 11,58,183.08 x 1 % 11,581.83
11,69,764.92
3,249.35
3,249.30
4-9-B-2
4-9-B-2-A
Unit = Cum
Taking output = 360 Cum
Grading-II 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Crushable type such as Moorum or Gravel for grading II @ 0.22 cum per 10 sqm
Binding Material @ 0.06cum per 10 sqm for grading II material
Code Unit Qty. Amount
PL14 day 0.680 444.00 / Day 301.92
PL15 day 15.000 420.00 / Day 6,300.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 7.200 3584.35 / hours 25,807.32
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0022 Cum 435.60 1402.00 / Cum 6,10,711.20
PM0164 Cum 105.59 910.00 / Cum 96,086.90
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
7,87,874.18
Over Head excluding Tax (10%-4%) @6% 7,87,874.18 x 6 % 47,272.45
Contractor's Profit @10% 8,35,146.63 x 10 % 83,514.66
Labour Cess @1% 9,18,661.29 x 1 % 9,186.61
9,27,847.91
2,577.36
2,577.40
4-9-B-2-B
Unit = Cum
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Vibratory roller 80-100 kN
Water Tanker
Material
Aggregate-Grading II 63 mm to 45 mm
Moorum at Site
Binding Material
Binding Material
Water
Total Resource Cost
Cost For 360 Cum
Grading- II (Using Screening Crushable type such as Moorum or Gravel)
Using Screening Crushable type such as Moorum or Gravel
Using Screening Type-A (13.2mm Agg.)
___________________________________________________________________________________________________Page no. 79 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 360 Cum
Grading-II 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Type A 13.2 mm for grading-II@ 0.12 cum per 10 sqm
Binding Material @ 0.06cum per 10 sqm for grading II material
Code Unit Qty. Amount
PL14 day 0.680 444.00 / Day 301.92
PL15 day 15.000 420.00 / Day 6,300.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 7.200 3584.35 / hours 25,807.32
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0022 Cum 435.60 1402.00 / Cum 6,10,711.20
PM0139 Cum 57.60 3370.83 / Cum 1,94,159.81
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
8,85,947.09
Over Head excluding Tax (10%-4%) @6% 8,85,947.09 x 6 % 53,156.83
Contractor's Profit @10% 9,39,103.91 x 10 % 93,910.39
Labour Cess @1% 10,33,014.30 x 1 % 10,330.14
10,43,344.45
2,898.18
2,898.20
4-9-B-2-C
Unit = Cum
Taking output = 360 Cum
Grading-II 63 mm to 45 mm @ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm
Binding Material @ 0.06cum per 10 sqm for grading II material
Code Unit Qty. Amount
PL14 day 0.680 444.00 / Day 301.92
PL15 day 15.000 420.00 / Day 6,300.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 7.200 3584.35 / hours 25,807.32
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
Vibratory roller 80-100 kN
Water Tanker
Aggregate-Grading II 63 mm to 45 mm
Stone Screening - Type A 13.2 mm for
Grading-2
Binding Material
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Vibratory roller 80-100 kN
Water Tanker
Material
Using Screening Type-B (11.2mm Agg.)
___________________________________________________________________________________________________Page no. 80 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0022 Cum 435.60 1402.00 / Cum 6,10,711.20
PM0140 Cum 96.01 3370.83 / Cum 3,23,633.39
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
10,15,420.67
Over Head excluding Tax (10%-4%) @6% 10,15,420.67 x 6 % 60,925.24
Contractor's Profit @10% 10,76,345.91 x 10 % 1,07,634.59
Labour Cess @1% 11,83,980.50 x 1 % 11,839.80
11,95,820.30
3,321.72
3,321.70
4-9-B-3
4-9-B-3-A
Unit = Cum
Taking output = 360 Cum
Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Crushable type such as Moorum or Gravel for grading II &III @ 0.22 cum per 10 sqm
Binding Material @ 0.06cum per 10 sqm for grading II material
Code Unit Qty. Amount
PL14 day 0.680 444.00 / Day 301.92
PL15 day 15.000 420.00 / Day 6,300.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 7.200 3584.35 / hours 25,807.32
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0023 Cum 435.60 1472.00 / Cum 6,41,203.20
PM0164 Cum 105.59 910.00 / Cum 96,086.90
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
8,18,366.18
Over Head excluding Tax (10%-4%) @6% 8,18,366.18 x 6 % 49,101.97
Contractor's Profit @10% 8,67,468.15 x 10 % 86,746.82
Labour Cess @1% 9,54,214.97 x 1 % 9,542.15
9,63,757.12
2,677.10
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Vibratory roller 80-100 kN
Water Tanker
Material
Aggregate-Grading III 53 mm to 22.4
mm
Moorum at Site
Binding Material
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Material
Aggregate-Grading II 63 mm to 45 mm
Stone Screening - Type B 11.2 mm for
Grading-2
Binding Material
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Grading- III (Using Screening Crushable type such as Moorum or Gravel)
Using Screening Crushable type such as Moorum or Gravel
___________________________________________________________________________________________________Page no. 81 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
2,677.10
4-9-B-3-B
Unit = Cum
Taking output = 360 Cum
Grading-III 53 mm to 22.4 mm@ 0.91 cum per 10 sqm for compacted thickness of 75 mm
Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm
Binding Material @ 0.06cum per 10 sqm for grading II material
Code Unit Qty. Amount
PL14 day 0.680 444.00 / Day 301.92
PL15 day 15.000 420.00 / Day 6,300.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 7.200 3584.35 / hours 25,807.32
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 24.000 321.86 / hours 7,724.64
PM0023 Cum 435.60 1472.00 / Cum 6,41,203.20
PM0141 Cum 86.40 3370.83 / Cum 2,91,239.71
PM0035 Cum 28.80 254.00 / Cum 7,315.20
PM0144 KL 144.00 135.00 / KL 19,440.00
10,13,518.99
Over Head excluding Tax (10%-4%) @6% 10,13,518.99 x 6 % 60,811.14
Contractor's Profit @10% 10,74,330.13 x 10 % 1,07,433.01
Labour Cess @1% 11,81,763.14 x 1 % 11,817.63
11,93,580.78
3,315.50
3,315.50
4-10
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Vibratory roller 80-100 kN
Water Tanker
Material
Aggregate-Grading III 53 mm to 22.4
mm
Stone Screening - Type B 11.2 mm for
Grading-3
Binding Material
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Say Rs. Per Cum
Resource Rate
Crushed Cement Concrete Sub-base / Base
(Breaking and crushing of material obtained by breaking damaged cement concrete slabs to
size range not exceeding 75 mm as specified in table 400.7 transporting the aggregates
obtained from breaking of cement concrete slabs at a lead of 10 km., laying and compacting
the same as sub base/ base course, constructed as WBM to clause 404 except the use of
screening or binding Material.)
Using Screening Type-B (11.2mm Agg.)
___________________________________________________________________________________________________Page no. 82 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Cum
Taking output = 360 Cum
Code Unit Qty. Amount
PL14 day 4.160 444.00 / Day 1,847.04
PL15 day 102.000 420.00 / Day 42,840.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC068 MT.Km 7,200 4.79 / MT.Km 34,488.00
34488.00 x 10% 3,448.80
PMC078 hours 12.000 321.86 / hours 3,862.32
PM0144 KL 72.00 135.00 / KL 9,720.00
1,39,799.46
Over Head excluding Tax (10%-4%) @6% 1,39,799.46 x 6 % 8,387.97
Contractor's Profit @10% 1,48,187.43 x 10 % 14,818.74
Labour Cess @1% 1,63,006.17 x 1 % 1,630.06
1,64,636.23
457.32
457.30
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Vibratory roller 80-100 kN
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
1. It is assumed that dismantling of concrete slab/pavement has been
considered separately. Hence same is not added in this analysis. Only
labour for crushing the dismantled slab into aggregate has been added.
Carriage from stock pile to work site has been provided with a lead of 10 km.
2. In case of breaking of slabs is done locally without involvement of
transportation, the provision of tipper, front end loader and loading/unloading
charges may be deleted.
3. As three wheeled smooth steel rollers are commonly in use, the same has
been provided as an alternative.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Motor Grader
Water Tanker
Material
Material available from dismantled
concrete slab after crushing / breaking
and only carriage is required to be
provided
Water
Total Resource Cost
___________________________________________________________________________________________________Page no. 83 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
4-11
Unit = Sqm
Taking output = 7500 Sqm
Code Unit Qty. Amount
PL14 day 0.560 444.00 / Day 248.64
PL15 day 12.000 420.00 / Day 5,040.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC013 hours 6.000 486.78 / hours 2,920.68
PMC015 hours 6.000 1463.00 / hours 8,778.00
PMC034 hours 3.900 2194.50 / hours 8,558.55
PMC038 hours 4.280 1190.35 / hours 5,094.70
PMC028 hours 6 695.59 / hours 4,173.54
PM0140 Cum 97.50 3370.83 / Cum 3,28,655.93
PM0040 Tonne 0.25 43389.21 / MT 10,847.30
3,83,237.54
Over Head excluding Tax (10%-4%) @6% 3,83,237.54 x 6 % 22,994.25
Contractor's Profit @10% 4,06,231.79 x 10 % 40,623.18
Labour Cess @1% 4,46,854.97 x 1 % 4,468.55
4,51,323.52
60.18
60.20
4-12
Hydraulic self propelled chip spreader
Tipper 5.5 cum/10 ton capacity
Material
Bitumen VG-30 (Bulk)
Total Resource Cost
Cost For 7500 Sqm
Rate per Sqm
Say Rs. Per Sqm
Vibratory roller 80-100 kN
Bitumen Pressure Distributor
Stone Screening - Type B 11.2 mm for
Grading-2
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Hydraulic broom with tractor
Penetration Coat Over Top Layer of Crushed Cement Concrete Base
(Spraying of bitumen over cleaned dry surface of crushed cement concrete base at the rate
of 25 kg per 10 sqm by a bitumen pressure distributor, spreading of key aggregates at the
rate of 0.13 cum per 10 sqm by a mechanical gritter and rolling the surface as per clause
506.3.8)
Wet Mix Macadam
(Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam
specification including premixing the Material with water at OMC in mechanical mix plant
carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base /
base course on well prepared surface and compacting with vibratory roller to achieve the
desired density.)
___________________________________________________________________________________________________Page no. 84 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Cum
Taking output = 225 Cum (495 Tonne)
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL15 day 10.000 420.00 / Day 4,200.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC010 hours 6.000 1170.40 / hours 7,022.40
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC034 hours 3.900 2194.50 / hours 8,558.55
PMC057 hours 6.000 2706.55 / hours 16,239.30
PMC068 MT.Km 4,950 4.79 / MT.Km 23,710.50
23710.50 x 10% 2,371.05
PMC078 hours 3.000 321.86 / hours 965.58
PMC108 hours 9.000 1851.36 / hours 16,662.24
PM0024 Cum 118.80 3370.83 / Cum 4,00,454.60
PM0025 Cum 89.10 1722.00 / Cum 1,53,430.20
PM0078 Cum 89.10 3370.83 / Cum 3,00,340.95
PM0144 KL 18.00 135.00 / KL 2,430.00
9,45,518.70
Over Head excluding Tax (10%-4%) @6% 9,45,518.70 x 6 % 56,731.12
Contractor's Profit @10% 10,02,249.82 x 10 % 1,00,224.98
Labour Cess @1% 11,02,474.80 x 1 % 11,024.75
11,13,499.55
4,948.89
4,948.90Say Rs. Per Cum
Wet Mix Plant 75 TPH
Add 10 % of cost of carriage to cover
cost of loading and unloading
Aggregates 45 mm to 22.4 mm for wet
mix macadam
Fine aggregate/Crushed sand 2.36 mm
to 75 micron
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Electric generator set, 125 KVA
Front end-loader 1 cum bucket capacity
Vibratory roller 80-100 kN
Paver Finisher Mechanical 100 TPH
Tipper 5.5 cum in tonne.km
Water Tanker
Material
Aggregates 22.4 mm to 2.36 mm for
wet mix macadam
Water
Total Resource Cost
Cost For 225 Cum
Rate per Cum
Resource Rate
1. Though vibratory roller is required only for 3 hours as per norms, the same
is required to be available at site for 6 hours to match with other machines.
The usage rates of vibratory roller may be multiplied with a factor of 0.65
2. As three wheeled smooth steel rollers are commonly in use, the same has
been provided as an alternative which can be used if the thickness of
individual layer does not exceed 100 mm..
___________________________________________________________________________________________________Page no. 85 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
4-13
Note:-
Unit = Cum
Taking output = 21 Cum
Code Unit Qty. Amount
PL14 day 0.240 444.00 / Day 106.56
PL15 day 6.000 420.00 / Day 2,520.00
PMC022 hours 6.000 73.15 / hours 438.90
PMC078 hours 1.000 321.86 / hours 321.86
PM0144 Kl 6.00 135.00 / KL 810.00
4,197.32
Over Head excluding Tax (10%-4%) @6% 4,197.32 x 6 % 251.84
Contractor's Profit @10% 4,449.16 x 10 % 444.92
Labour Cess @1% 4,894.08 x 1 % 48.94
4,943.02
235.38
235.40
4-14
Note:-
Unit = Cum
Taking output = 21 Cum
Code Unit Qty. Amount
Water Tanker
Material
Water
Total Resource Cost
Cost For 21 Cum
Rate per Cum
Say Rs. Per Cum
This analysis provides for median and island with earthen top. In case the
surface is required to be turfed or planted with shrubs, the same is required
to be provided separately as per analysis given in the chapter on
horticulture. In case granular fill is required to be paved, quantities of paving
are required to be calculated as per approved design and paid separately.
This analysis provides for median and island with earthen top. In case the
surface is required to be turfed or planted with shrubs, the same is required
to be provided separately as per analysis given in the chapter on
horticulture. In case surface finish is of hard type, the same may be provided
separately as per approved design.
Resource Rate
Labour
Construction of Median and Island with Soil Taken from Borrow Areas
(Construction of median and Island above road level with approved material brought from
borrow pits, spread, sloped and compacted as per clause 407)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Plate compactor
Construction of Median and Island with Soil Taken from Roadway Cutting
(Construction of Median and Island above road level with approved material deposited at site
from roadway cutting and excavation for drain and foundation of other structures, spread,
graded and compacted as per clause 407)
___________________________________________________________________________________________________Page no. 86 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.160 444.00 / Day 71.04
PL15 day 4.000 420.00 / Day 1,680.00
PMC014 hours 0.500 1316.70 / hours 658.35
PMC022 hours 6.000 73.15 / hours 438.90
PMC068 MT.Km 525 4.79 / MT.Km 2,514.75
2514.75 x 10% 251.48
PMC078 hours 1.000 321.86 / hours 321.86
PM0144 Kl 6.00 135.00 / KL 810.00
6,746.38
Over Head excluding Tax (10%-4%) @6% 6,746.38 x 6 % 404.78
Contractor's Profit @10% 7,151.16 x 10 % 715.12
Labour Cess @1% 7,866.27 x 1 % 78.66
7,944.94
378.33
378.30
4-15
4-15-A
4-15-B
4-15-C
4-16
Unit = Sqm
Taking output = 300 Sqm
Code Unit Qty. Amount
PL12 day 4.000 600.00 / Day 2,400.00
PL14 day 1.360 444.00 / Day 603.84Mate
The rate may be adopted as applicable for different layers of pavement
depending upon approved design of paved shoulders.
Resource Rate
Labour
Mason 1st class
Beldar/mazdoor (unskilled)
Machine
Hydraulic Excavator 0.9/1.0 cum
Material
Water
Total Resource Cost
Cost For 21 Cum
Rate per Cum
Say Rs. Per Cum
Plate compactor
Tipper 5.5 cum in tonne.km
Water Tanker
Add 10 % of cost of carriage to cover
cost of loading and unloading
Earthen Shoulders
Hard Shoulders
Paved shoulders
The rate as applicable for sub-grade construction may be adopted.
Rate as applicable for sub-base and or base may be adopted as per
approved design.
Construction of Shoulders
Footpaths and Separators
(Construction of footpath/separator by providing a 150 mm compacted granular sub base as
per clause 401 and 25 mm thick cement concrete grade M15, over laid with precast concrete
tiles in cement mortar 1:3 including provision of all drainage arrangements but excluding kerb
channel..)
Mate
___________________________________________________________________________________________________Page no. 87 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 30.000 420.00 / Day 12,600.00
PMC007 hours 6.000 183.54 / hours 1,101.24
PMC034 hours 0.750 2194.50 / hours 1,645.88
PMC078 hours 2.000 321.86 / hours 643.72
PM0180 Cum 20.79 1419.23 / Cum 29,505.79
PM0177 Cum 26.73 1589.23 / Cum 42,480.12
PM0155 Cum 11.88 1289.23 / Cum 15,316.05
PM0196 Cum 6.75 3370.83 / Cum 22,753.10
PM0123 Cum 3.38 1641.25 / Cum 5,547.43
PM0049 Tonne 1.88 7512.09 / MT 14,122.73
PM0123 Cum 3.84 1641.25 / Cum 6,302.40
PM0049 Tonne 1.83 7512.09 / MT 13,747.12
PM0300 Nos. 3,300.00 40.00 / Nos. 1,32,000.00
PM0259 Rmt 22.50 720.47 / Rmt 16,210.58
PM0144 KL 12.00 135.00 / KL 1,620.00
3,18,599.99
Over Head excluding Tax (10%-4%) @6% 3,18,599.99 x 6 % 19,116.00
Contractor's Profit @10% 3,37,715.99 x 10 % 33,771.60
Labour Cess @1% 3,71,487.59 x 1 % 3,714.88
3,75,202.47
1,250.67
1,250.70
4-17
4-17-A
4-17-A-1
Rate per Sqm
Say Rs. Per Sqm
Coarse graded Granular sub-base
Material 53 mm to 26 .5mm
Coarse graded Granular sub-base
Material 26.5 mm to 4.75 mm
Well Graded Material for Sub-Base -
Grading II 2.36 mm below
Aggregates 13.2/12.5 mm nominal size
Sand (Coarse)
Cement
i) For Granular sub base material
ii) For cement concrete grade M15 (7.5 cum)
iii) For cement plaster 1:3
Sand (Coarse)
Cement
iv) Pre-cast cement concrete tiles
Tiles size 300 x 300 mm and 25 mm
thick
v) RCC pipes
Pipes 200 mm dia, 2.5 m long for
drainage
Water
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Vibratory roller 80-100 kN
Water Tanker
Material
Total Resource Cost
Cost For 300 Sqm
Crusher Run Macadam Base
(Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles,
spreading and mixing with a motor grader, watering and compacting with a vibratory roller to
clause 410 to form a layer of sub-base/Base)
By Mix in Place Method
For 53 mm maximum size
___________________________________________________________________________________________________Page no. 88 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Cum
Taking output = 360 Cum
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL15 day 10.000 420.00 / Day 4,200.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC032 hours 12.000 526.68 / hours 6,320.16
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 6.000 321.86 / hours 1,931.16
PM0002 Cum 151.06 1722.00 / Cum 2,60,125.32
PM0022 Cum 157.46 1402.00 / Cum 2,20,758.92
PM0181 Cum 166.68 3370.83 / Cum 5,61,849.94
PM0144 Kl 36.00 135.00 / KL 4,860.00
10,95,951.72
Over Head excluding Tax (10%-4%) @6% 10,95,951.72 x 6 % 65,757.10
Contractor's Profit @10% 11,61,708.83 x 10 % 1,16,170.88
Labour Cess @1% 12,77,879.71 x 1 % 12,778.80
12,90,658.51
3,585.16
3,585.20
4-17-A-2
Unit = Cum
Taking output = 360 Cum
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL15 day 10.000 420.00 / Day 4,200.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC032 hours 12.000 526.68 / hours 6,320.16
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC078 hours 6.000 321.86 / hours 1,931.16
PM0002 Cum 237.60 1722.00 / Cum 4,09,147.20
Water Tanker
Material
Aggregate - For 37.5 mm Maximum
size - 22.4 mm to 5.6 mm
Say Rs. Per Cum
Beldar/mazdoor (unskilled)
Aggregate - For 37.5 mm Maximum
size - 22.4 mm to 5.6 mm
Aggregate-Grading II 63 mm to 45 mm
Aggregates below 5.6 mm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Tractor with Rotavator
Vibratory roller 80-100 kN
Resource Rate
Labour
Mate
Mazdoor/Beldar (Skilled)
Machine
Motor Grader
Tractor with Rotavator
Vibratory roller 80-100 kN
Water Tanker
Material
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
For 45 mm maximum size
___________________________________________________________________________________________________Page no. 89 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0025 Cum 24.12 1722.00 / Cum 41,534.64
PM0181 Cum 213.48 3370.83 / Cum 7,19,604.79
PM0144 Kl 36.00 135.00 / KL 4,860.00
12,23,504.17
Over Head excluding Tax (10%-4%) @6% 12,23,504.17 x 6 % 73,410.25
Contractor's Profit @10% 12,96,914.42 x 10 % 1,29,691.44
Labour Cess @1% 14,26,605.86 x 1 % 14,266.06
14,40,871.92
4,002.42
4,002.40
4-17-B
4-17-B-1
Unit = Cum
Taking output = 225 Cum (450 Tonne)
Code Unit Qty. Amount
PL14 day 0.280 444.00 / Day 124.32
PL15 day 6.000 420.00 / Day 2,520.00
PL17 day 1.000 510.00 / Day 510.00
PMC010 hours 6.000 1170.40 / hours 7,022.40
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC078 hours 3.000 321.86 / hours 965.58
PMC108 hours 6.000 1851.36 / hours 11,108.16
PM0002 Cum 94.41 1722.00 / Cum 1,62,574.02
PM0022 Cum 98.40 1402.00 / Cum 1,37,956.80
PM0181 Cum 104.18 3370.83 / Cum 3,51,173.07
PM0144 Kl 18.00 135.00 / KL 2,430.00
7,42,668.15
Over Head excluding Tax (10%-4%) @6% 7,42,668.15 x 6 % 44,560.09
Contractor's Profit @10% 7,87,228.24 x 10 % 78,722.82
Labour Cess @1% 8,65,951.06 x 1 % 8,659.51
8,74,610.57
Machine
Electric generator set, 125 KVA
Water Tanker
Wet Mix Plant 75 TPH
Material
Aggregate - For 37.5 mm Maximum
size - 22.4 mm to 5.6 mm
Aggregate-Grading II 63 mm to 45 mm
Aggregates below 5.6 mm
Water
Total Resource Cost
Cost For 225 Cum
Front end-loader 1 cum bucket capacity
Motor Grader
Vibratory roller 80-100 kN
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Aggregates 45 mm to 22.4 mm for wet
mix macadam
Aggregates below 5.6 mm
Water
Total Resource Cost
Cost For 360 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
For 53 mm maximum size
By Mixing Plant :
___________________________________________________________________________________________________Page no. 90 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
3,887.16
3,887.20
4-17-B-2
Unit = Cum
Taking output = 225 Cum (450 Tonne)
Code Unit Qty. Amount
PL14 day 0.280 444.00 / Day 124.32
PL15 day 6.000 420.00 / Day 2,520.00
PL17 day 1.000 510.00 / Day 510.00
PMC010 hours 6.000 1170.40 / hours 7,022.40
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC019 hours 6.000 3584.35 / hours 21,506.10
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC078 hours 3.000 321.86 / hours 965.58
PMC108 hours 6.000 1851.36 / hours 11,108.16
PM0002 Cum 148.50 1722.00 / Cum 2,55,717.00
PM0025 Cum 15.06 1722.00 / Cum 25,933.32
PM0181 Cum 133.43 3370.83 / Cum 4,49,769.85
PM0144 Kl 18.00 135.00 / KL 2,430.00
8,22,384.43
Over Head excluding Tax (10%-4%) @6% 8,22,384.43 x 6 % 49,343.07
Contractor's Profit @10% 8,71,727.49 x 10 % 87,172.75
Labour Cess @1% 9,58,900.24 x 1 % 9,589.00
9,68,489.24
4,304.40
4,304.40
Aggregate - For 37.5 mm Maximum
size - 22.4 mm to 5.6 mm
Aggregates 45 mm to 22.4 mm for wet
mix macadam
Aggregates below 5.6 mm
Water
Total Resource Cost
Cost For 225 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Electric generator set, 125 KVA
Front end-loader 1 cum bucket capacity
Motor Grader
Vibratory roller 80-100 kN
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Water Tanker
Wet Mix Plant 75 TPH
Material
Rate per Cum
Say Rs. Per Cum
For 45 mm maximum size
___________________________________________________________________________________________________Page no. 91 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
4-18
Note:-
Unit = Cum
Taking output = 480 Cum (720 Tonne)
Assumptions made Total mass taken for analysis = 720 t
Lime + Flyash admixture @ 20 per cent = 0.2 x 720=144 t
Soil = 720 -144 = 576 t 576 /1.6 = 360 cum
Lime + Flyash = 144 t
Ratio Lime 4 : Flyash 16
Lime = 29 kg.
Flyash = 115 kg.
Code Unit Qty. Amount
PL14 day 0.240 444.00 / Day 106.56
PL15 day 6.000 420.00 / Day 2,520.00
PL17 day 1.000 510.00 / Day 510.00
PMC014 hours 6.000 1316.70 / hours 7,900.20
PMC019 hours 9.600 3584.35 / hours 34,409.76
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC068 hours 5,760 4.79 / MT.Km 27,590.40
PMC068 hours 1,150 4.79 / MT.Km 5,508.50
PMC028 hours 3.000 695.59 / hours 2,086.77
Motor Grader
Vibratory roller 80-100 kN
Tipper 5.5 cum in tonne.km
Tipper 5.5 cum in tonne.km
Tipper 5.5 cum/10 ton capacity
(for carriage of soil 576 tonnes)
(for carriage of 115 tonnes Flyash)
(density 1.50 t/cum)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Hydraulic Excavator 0.9/1.0 cum
1.Compensation for earth will vary from place to place and will have to be
assessed realistically as per particular ground situation. In case earth is
available from Govt. land, compensation for earth will not be required. The
position is required to be clearly stated in the cost estimate.
2.Cost of Flyash has not been considered as same will be available free of
cost. Only carriage of Flyash has been provided.
3.Lime + Flyash has been taken as 20 per cent of total mass and ratio of
lime and Flyash as 1:4 for estimating purposes. Total quantities will be as
per approved design.
Lime, Fly ash stabalised soil sub-base
(Construction of Sub-base using lime - fly ash admixture with granular soil, free from organic
matter/ deleterious material or clayey silts and low plasticity clays having PI between 5 and
20 and liquid limit less than 25 and commercial dry lime, slaked at site or pre-slaked with
CaO content not less than 50%, fly ash to conform to gradation as per clause 4.3 of IRC: 88-
1984, lime + fly ash content ranging between 10 to 30%, the minimum un-confined
compressive strength and CBR value after 28 days curing and 4 days soaking to be
7.5kg/sq, cm and 25% respectively, all as specified in IRC: 88-1984. )
___________________________________________________________________________________________________Page no. 92 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
35185.67 x 10% 3,518.57
PMC029 hours 6.000 526.68 / hours 3,160.08
PMC078 hours 12.000 321.86 / hours 3,862.32
PM0095 Tonne 29.00 8816.74 / MT 2,55,685.46
PM0052 Cum 360.00 574.00 / Cum 2,06,640.00
5,66,665.62
Over Head excluding Tax (10%-4%) @6% 5,66,665.62 x 6 % 33,999.94
Contractor's Profit @10% 6,00,665.55 x 10 % 60,066.56
Labour Cess @1% 6,60,732.11 x 1 % 6,607.32
6,67,339.43
1,390.29
1,390.30
Water Tanker
Add 10 % of cost of carriage to cover
cost of loading and unloading
Material
Lime
Compensation for earth taken from
private land
Total Resource Cost
Cost For 480 Cum
Rate per Cum
Say Rs. Per Cum
Tractor with Disc Harrows
(for carriage of 29 tonnes of lime )
___________________________________________________________________________________________________Page no. 93 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 5 - BASES AND SURFACE COURSES (BITUMINOUS)
5-1
Note:-
Unit = Sqm
Taking output = 3500 Sqm
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC001 hours 2.800 405.65 / hours 1,135.82
PMC013 hours 2.800 486.78 / hours 1,362.98
PMC038 hours 2.000 1190.35 / hours 2,380.70
PMC078 hours 1.000 321.86 / hours 321.86
PM0043 Tonne 2.10 38150.21 / MT 80,115.44
PM0144 Kl 6.00 135.00 / KL 810.00
87,002.33
Over Head excluding Tax (10%-4%) @6% 87,002.33 x 6 % 5,220.14
Contractor's Profit @10% 92,222.46 x 10 % 9,222.25
Labour Cess @1% 1,01,444.71 x 1 % 1,014.45
1,02,459.16
29.27
29.30
5-2
Prime coat
(Providing and applying primer coat with bitumen emulsion on prepared surface of granular
Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using
mechanical means.)
Tack coat
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor
at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with
mechanical broom.
Bitumen primer has been provided @ 0.60 kg per sqm as per clause 502.8.
Payment shall be made with adjustment, plus or minus, for the variation
between this quantity and the actual quantity approved by the Engineer after
the preliminary trials referred to in clause No. 502.4.3.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Air Compressor 210 cfm
Hydraulic broom with tractor
Bitumen Pressure Distributor
Water Tanker
Material
Bitumen Emulsion (SS-1)
Water
Total Resource Cost
Cost For 3500 Sqm
Rate per Sqm
Say Rs. Per Sqm
___________________________________________________________________________________________________Page no. 94 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Sqm
Taking output = 3500 Sqm
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC001 hours 2.800 405.65 / hours 1,135.82
PMC013 hours 2.800 486.78 / hours 1,362.98
PMC038 hours 2.000 1190.35 / hours 2,380.70
PM0042 Tonne 0.70 36423.21 / MT 25,496.25
31,251.27
Over Head excluding Tax (10%-4%) @6% 31,251.27 x 6 % 1,875.08
Contractor's Profit @10% 33,126.35 x 10 % 3,312.63
Labour Cess @1% 36,438.98 x 1 % 364.39
36,803.37
10.52
10.50
5-3 Bituminous Macadam
(Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an
average output of 75 tonnes per hour using crushed aggregates of specified grading
premixed with bituminous binder, transported to site, laid over a previously prepared surface
with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6
and 501.7 to achieve the desired compaction)
1. Bitumen emulsion has been provided @ 0.20 kg per sqm as per clause
503.8. Payment shall be made with adjustment, plus or minus, for the
variation between this quantity and actual quantity approved by the Engineer
after preliminary trials referred to in clause No. 503.4.3
2. An output of 3500 sqm has been considered in case of prime coat and
tack coat which can be covered by bituminous courses on the same day.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Air Compressor 210 cfm
Hydraulic broom with tractor
Bitumen Pressure Distributor
Material
Bitumen Emulsion (RS-1)
Total Resource Cost
Cost For 3500 Sqm
Rate per Sqm
Say Rs. Per Sqm
___________________________________________________________________________________________________Page no. 95 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
5-3-1
Unit = Cum
Taking output = 205 Cum (450 Tonne)
weight of mix = 205 x 2.2 = 450 tonne
Weight of bitumen @ 3.3% of Mix = 14.85 tonnes
Weight of aggregate = 450 -14.85 = 435.15 tonnes
Taking density of aggregate = 1.5 ton/cum
Volume of aggregate = 290.1 cum
Code Unit Qty. Amount
PL14 day 0.840 444.00 / Day 372.96
PL15 day 16.000 420.00 / Day 6,720.00
PL17 day 5.000 510.00 / Day 2,550.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC013 hours 2.200 486.78 / hours 1,070.92
PMC027 hours 3.900 687.61 / hours 2,681.68
PMC034 hours 3.900 2194.50 / hours 8,558.55
PMC048 hours 6.000 32072.95 / hours 1,92,437.70
PMC056 hours 6.000 3383.52 / hours 20,301.12
PMC066 hours 3.900 687.61 / hours 2,681.68
PMC068 hours 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC097 hours 6.000 2194.50 / hours 13,167.00
PMC001 hours 2.200 405.65 / hours 892.43
PM0040 Tonne 14.85 43389.21 / MT 6,44,329.77
for Grading I ( 40 mm nominal size )
*1. Although the rollers are required only for 3 hours as per norms of output,
but the same have to be available at site for six hours as the hot mix plant
and paver will take six hours for mixing and paving the output of 450 tonnes
considered in this analysis. To cater for the idle period of these rollers, their
usage rates have been multiplied by a factor of 0.65.
2.Quantity of Bitumen has been taken for analysis purpose. The actual
quantity will depend upon job mix formula.
3. Labour for traffic control, watch and ward and other miscellaneous duties
at site including sundries have been included in administrative overheads of
the contractor.
4. In case BM is laid over freshly laid tack coat, provision of Mechanical
broom and 2 mazdoors for the same shall be deleted as the same has been
included in the cost of tack coat.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Generator 250 KVA
Air Compressor 210 cfm
Material
Mazdoor/Beldar (Skilled)
Hydraulic broom with tractor
Three wheel 80-100 kN Static Roller
Vibratory roller 80-100 kN
Hotmix Plant - 120 TPH capacity
Paver Finisher Hydrostatic with sensor
control 100 TPHSmooth Wheeled Roller 8 tonne
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Bitumen VG-30 (Bulk)
___________________________________________________________________________________________________Page no. 96 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0008 Cum 72.53 3370.83 / Cum 2,44,486.30
PM0009 Cum 130.55 3370.83 / Cum 4,40,061.86
PM0010 Cum 43.51 3370.83 / Cum 1,46,664.81
PM0011 Cum 43.51 3370.83 / Cum 1,46,664.81
19,05,252.29
Over Head excluding Tax (10%-4%) @6% 19,05,252.29 x 6 % 1,14,315.14
Contractor's Profit @10% 20,19,567.42 x 10 % 2,01,956.74
Labour Cess @1% 22,21,524.16 x 1 % 22,215.24
22,43,739.41
10,945.07
10,945.10
5-3-2
Unit = Cum
Taking output = 205 Cum (450 Tonne)
weight of mix = 205 x 2.2 = 450 tonne
Weight of bitumen @ 3.3% of Mix = 14.85 tonnes
Weight of aggregate = 450 -14.85 = 435.15 tonnes
Taking density of aggregate = 1.5 ton/cum
Volume of aggregate = 290.1 cum
Code Unit Qty. Amount
PL14 day 0.840 444.00 / Day 372.96
PL15 day 16.000 420.00 / Day 6,720.00
PL17 day 5.000 510.00 / Day 2,550.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC013 hours 2.200 486.78 / hours 1,070.92
PMC027 hours 3.900 687.61 / hours 2,681.68
PMC034 hours 3.900 2194.50 / hours 8,558.55
PMC048 hours 6.000 32072.95 / hours 1,92,437.70
PMC056 hours 6.000 3383.52 / hours 20,301.12
PMC066 hours 3.900 687.61 / hours 2,681.68
PMC068 hours 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC097 hours 6.000 2194.50 / hours 13,167.00
for GradingII(19 mm nominal size)
Total Resource Cost
Cost For 205 Cum
Rate per Cum
Say Rs. Per Cum
Aggregate - Grading I (40 mm nominal
Size) 10 mm - 5 / 4.75 mm
Aggregate - Grading I (40 mm nominal
Size) 25 mm – 10 mm
Aggregate - Grading I (40 mm nominal
Size) 37.25 mm - 25 mm
Aggregate - Grading I (40 mm nominal
Size) 5 mm and below
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Hydraulic broom with tractor
Three wheel 80-100 kN Static Roller
Vibratory roller 80-100 kN
Hotmix Plant - 120 TPH capacity
Paver Finisher Hydrostatic with sensor
control 100 TPHSmooth Wheeled Roller 8 tonne
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Generator 250 KVA
___________________________________________________________________________________________________Page no. 97 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC001 hours 2.200 405.65 / hours 892.43
PM0040 Tonne 14.85 43389.21 / MT 6,44,329.77
PM0012 Cum 116.04 3370.83 / Cum 3,91,151.11
PM0013 Cum 116.04 3370.83 / Cum 3,91,151.11
PM0014 Cum 58.02 3370.83 / Cum 1,95,575.56
19,05,252.29
Over Head excluding Tax (10%-4%) @6% 19,05,252.29 x 6 % 1,14,315.14
Contractor's Profit @10% 20,19,567.42 x 10 % 2,01,956.74
Labour Cess @1% 22,21,524.16 x 1 % 22,215.24
22,43,739.41
10,945.07
10,945.10
5-4
5-4-A
Unit = Sqm
Taking output = 4500 Sqm (225 Cum)
Bitumen@ 5 kg per sqm
coarse aggregate @ 0.06 cum per sqm
Key aggregates @ 0.015 cum per sqm
Code Unit Qty. Amount
PL14 day 0.320 444.00 / Day 142.08
PL15 day 6.000 420.00 / Day 2,520.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC015 hours 6.000 1463.00 / hours 8,778.00
PMC028 hours 10.000 695.59 / hours 6,955.90
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC038 hours 2.570 1190.35 / hours 3,059.20
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Hydraulic self propelled chip spreader
Tipper 5.5 cum/10 ton capacity
Vibratory roller 80-100 kN
Bitumen Pressure Distributor
50 mm thick
Bituminous Penetration Macadam
(Construction of penetration macadam over prepared Base by providing a layer of
compacted crushed coarse aggregate using chips spreader with alternate applications of
bituminous binder and key aggregates and rolling with a smooth wheeled steel roller 8-10
tonne capacity to achieve the desired degree of compaction)
Air Compressor 210 cfm
Material
Bitumen VG-30 (Bulk)
Aggregate - Grading II (19 mm nominal
Size) 10 mm - 5 mm
Aggregate - Grading II (19 mm nominal
Size) 25 mm – 10 mm
Aggregate - Grading II (19 mm nominal
Size) 5 mm and below
Total Resource Cost
Cost For 205 Cum
Rate per Cum
Say Rs. Per Cum
Material
___________________________________________________________________________________________________Page no. 98 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM2288 Tonne 22.50 48789.21 / MT 10,97,757.23
PM0094 Cum 67.50 3370.83 / Cum 2,27,531.03
PM0182 Cum 270.00 3370.83 / Cum 9,10,124.10
22,78,954.73
Over Head excluding Tax (10%-4%) @6% 22,78,954.73 x 6 % 1,36,737.28
Contractor's Profit @10% 24,15,692.01 x 10 % 2,41,569.20
Labour Cess @1% 26,57,261.21 x 1 % 26,572.61
26,83,833.83
596.41
596.40
5-4-B
Unit = Sqm
Taking output = 4500 Sqm (337.50 Cum)
Bitumen@ 6.8 kg per sqm
coarse aggregate @ 0.09 cum per sqm
Key aggregates @ 0.018 cum per sqm
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 8.000 420.00 / Day 3,360.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC015 hours 6.000 1463.00 / hours 8,778.00
PMC028 hours 10.000 695.59 / hours 6,955.90
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC038 hours 2.570 1190.35 / hours 3,059.20
PM2288 Tonne 30.60 48789.21 / MT 14,92,949.83
PM0185 Cum 405.00 3370.83 / Cum 13,65,186.15
PM0094 Cum 81.00 3370.83 / Cum 2,73,037.23
31,75,591.11
Over Head excluding Tax (10%-4%) @6% 31,75,591.11 x 6 % 1,90,535.47
Contractor's Profit @10% 33,66,126.57 x 10 % 3,36,612.66
Labour Cess @1% 37,02,739.23 x 1 % 37,027.39
37,39,766.62
831.06
831.10
Cost For 4500 Sqm
Rate per Sqm
Say Rs. Per Sqm
(Bitumen@ 5 kg per sqm)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
75 mm thick
Bitumen VG-30 (Packed)
Key Aggregates passing 22.4/ 26.5 mm
and retained on 2.8 mm
Aggregates 45 mm to 2.8 mm
Total Resource Cost
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Hydraulic self propelled chip spreader
Tipper 5.5 cum/10 ton capacity
Vibratory roller 80-100 kN
Bitumen Pressure Distributor
Material
Bitumen VG-30 (Packed)
Aggregates 63 mm to 2.8 mm
Key Aggregates passing 22.4/ 26.5 mm
and retained on 2.8 mm
Total Resource Cost
Cost For 4500 Sqm
Rate per Sqm
Say Rs. Per Sqm
___________________________________________________________________________________________________Page no. 99 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
5-5
Unit = Sqm
Taking output = 3000 Sqm (225 Cum)
Bitumen30 kg per 10 sqm @ 15 kg per 10 sqm for each layer
Crushed aggregate@ 0.5 cum per 10 sqm for each layer
Key aggregates @ 0.13 cum per 10 sqm
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 8.000 420.00 / Day 3,360.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC015 hours 6.000 1463.00 / hours 8,778.00
PMC028 hours 10.000 695.59 / hours 6,955.90
PMC034 hours 6.000 2194.50 / hours 13,167.00
PMC038 hours 3.430 1190.35 / hours 4,082.90
PM2288 Tonne 9.00 48789.21 / MT 4,39,102.89
PM0094 Cum 39.00 3370.83 / Cum 1,31,462.37
PM0184 Cum 300.00 3370.83 / Cum 10,11,249.00
16,27,255.86
Over Head excluding Tax (10%-4%) @6% 16,27,255.86 x 6 % 97,635.35
Contractor's Profit @10% 17,24,891.21 x 10 % 1,72,489.12
Labour Cess @1% 18,97,380.33 x 1 % 18,973.80
19,16,354.14
638.78
638.80
Resource Rate
Say Rs. Per Sqm
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Hydraulic self propelled chip spreader
Tipper 5.5 cum/10 ton capacity
Vibratory roller 80-100 kN
Bitumen Pressure Distributor
Material
Bitumen VG-30 (Packed)
Key Aggregates passing 22.4/ 26.5 mm
and retained on 2.8 mm
Aggregates 53 mm to 2.8 mm
Total Resource Cost
Cost For 3000 Sqm
Rate per Sqm
Built-Up-Spray Grout
(Providing, laying and rolling of built-up-spray grout layer over prepared base consisting of a
two layer composite construction of compacted crushed coarse aggregates using motor
grader for aggregates. key stone chips spreader may be used with application of bituminous
binder after each layer, and with key aggregates placed on top of the second layer to serve
as a Base conforming to the line, grades and cross-section specified, the compacted layer
thickness being 75 mm)
___________________________________________________________________________________________________Page no. 100 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
5-6
Note:-
5-6-1
Unit = Cum
Taking output = 195 Cum (450 Tonne)
Bitumen @ 4.25 per cent of weight of mix
Total weight of mix = 450 tonnes
Weight of bitumen = 19.13 tonnes
Weight of aggregate = 450 -19.13 = 430.87 tonnes
Taking density of aggregate = 1.5 ton/cum
Volume of aggregate = 287.25 cum
Code Unit Qty. Amount
PL14 day 0.840 444.00 / Day 372.96
PL15 day 16.000 420.00 / Day 6,720.00
PL17 day 5.000 510.00 / Day 2,550.00
*1. Although the roller are required only for 3 hours as per norms of output, but the
same have to be available at site for six hours as the hot mix plant and paver will
take six hours for mixing and paving the output of 450 tonnes considered in this
analysis. To cater for the idle period of these rollers, their usage rates have been
multiplied by a factor of 0.65.
2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will
depend upon job mix formula.
3. Labour for traffic control, watch and ward and other miscellaneous duties at site
including sundries have been included in administrative overheads of the contractor.
4. In case DBM is laid over freshly laid tack coat, provision of mechanical broom and
2 mazdoors shall be deleted as the same has been included in the cost of tack coat.
5. The individual density for each size of aggregates to be used for construction I.e.
37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the
quantities should be ammended for use in field. The average density of 1.5
tonne/cum is only a reference density in this Data Book.
6. The individual percentage of aggregates should be calculated from the total weight
of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also
be 2 per cent by weight of dry aggregates.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Dense Graded Bituminous Macadam
(Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP
producing an average output of 75 tonnes per hour using crushed aggregates of specified
grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and
filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor
control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and
tandem rollers to achieve the desired compaction as per MoRTH specification clause No.
507 complete in all respects.)
for Grading I ( 40 mm nominal size )
___________________________________________________________________________________________________Page no. 101 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC050 hours 6.000 18945.85 / hours 1,13,675.10
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC027 hours 3.900 687.61 / hours 2,681.68
PMC034 hours 3.900 2194.50 / hours 8,558.55
PMC056 hours 6.000 3383.52 / hours 20,301.12
PMC066 hours 3.900 687.61 / hours 2,681.68
PMC068 hours 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC097 hours 6.000 2194.50 / hours 13,167.00
PM0040 Tonne 19.13 43389.21 / MT 8,30,035.59
PM0095 Tonne 8.62 8816.74 / MT 76,000.30
PM0008 Cum 54.58 3370.83 / Cum 1,83,979.90
PM0909 Cum 126.39 3370.83 / Cum 4,26,039.20
PM0191 Cum 37.34 3370.83 / Cum 1,25,866.79
PM0194 Cum 63.19 1722.00 / Cum 1,08,813.18
19,53,053.75
Over Head excluding Tax (10%-4%) @6% 19,53,053.75 x 6 % 1,17,183.23
Contractor's Profit @10% 20,70,236.98 x 10 % 2,07,023.70
Labour Cess @1% 22,77,260.67 x 1 % 22,772.61
23,00,033.28
11,795.04
11,795.00
5-6-2
Unit = Cum
Taking output = 195 Cum (450 Tonne)
Bitumen @ 4.25 per cent of weight of mix
Total weight of mix = 450 tonnes
Weight of bitumen = 19.13 tonnes
Weight of aggregate = 450 -19.13 = 430.87 tonnes
Taking density of aggregate = 1.5 ton/cum
Volume of aggregate = 287.25 cum
Code Unit Qty. Amount
PL14 day 0.840 444.00 / Day 372.96
PL15 day 16.000 420.00 / Day 6,720.00
PL17 day 5.000 510.00 / Day 2,550.00
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Total Resource Cost
Cost For 195 Cum
Rate per Cum
Say Rs. Per Cum
Hotmix Plant - 60 to 90 TPH capacity
Front end-loader 1 cum bucket capacity
Vibratory roller 80-100 kN
Smooth Wheeled Roller 8 tonne
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Lime
Aggregate - Grading I (40 mm nominal
Size) 10 mm - 5 / 4.75 mm
Stone chippings/ screenings 4.75 mm
nominal sizeAggregates 25 mm to 10 mm
Resource Rate
Three wheel 80-100 kN Static Roller
Paver Finisher Hydrostatic with sensor
control 100 TPH
Generator 250 KVA
Material
Bitumen VG-30 (Bulk)
Aggregates 37.5 mm to 25 mm
for GradingII(19 mm nominal size)
___________________________________________________________________________________________________Page no. 102 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC050 hours 6.000 18945.85 / hours 1,13,675.10
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC027 hours 3.900 687.61 / hours 2,681.68
PMC034 hours 3.900 2194.50 / hours 8,558.55
PMC056 hours 6.000 3383.52 / hours 20,301.12
PMC066 hours 3.900 687.61 / hours 2,681.68
PMC068 hours 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC097 hours 6.000 2194.50 / hours 13,167.00
PM0040 Tonne 19.13 43389.21 / MT 8,30,035.59
PM0095 Tonne 8.62 8816.74 / MT 76,000.30
PM0012 Cum 80.43 3370.83 / Cum 2,71,115.86
PM0181 Cum 114.90 3370.83 / Cum 3,87,308.37
PM0191 Cum 86.16 3370.83 / Cum 2,90,430.71
20,57,209.61
Over Head excluding Tax (10%-4%) @6% 20,57,209.61 x 6 % 1,23,432.58
Contractor's Profit @10% 21,80,642.19 x 10 % 2,18,064.22
Labour Cess @1% 23,98,706.41 x 1 % 23,987.06
24,22,693.47
12,424.07
12,424.10
5-7
Aggregate - Grading II (19 mm nominal
Size) 10 mm - 5 mm
Aggregates below 5.6 mm
Aggregates 25 mm to 10 mm
Total Resource Cost
Cost For 195 Cum
Rate per Cum
Say Rs. Per Cum
Hotmix Plant - 60 to 90 TPH capacity
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Vibratory roller 80-100 kN
Paver Finisher Hydrostatic with sensor
control 100 TPHSmooth Wheeled Roller 8 tonne
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Generator 250 KVA
Material
Bitumen VG-30 (Bulk)
Lime
Semi - Dense Bituminous Concrete
(Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP
producing an average output of 75 tonnes per hour using crushed aggregates of specified
grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot
mix to work site, laying with a hydrostatic paver finisher with sensor control to the required
grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to
achieve the desired compaction as per MoRTH specification clause No. 508 complete in all
respects)
___________________________________________________________________________________________________Page no. 103 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
5-7-1
Unit = Cum
Taking output = 195 Cum (450 Tonne)
Bitumen @ 4.5 per cent of weight of mix
Total weight of mix = 450 tonnes
Weight of bitumen = 20.25 tonnes
Weight of aggregate = 450 -20.25 = 429.75 tonnes
Taking density of aggregate = 1.5 ton/cum
Volume of aggregate = 286.50 cum
Code Unit Qty. Amount
PL14 day 0.840 444.00 / Day 372.96
PL15 day 16.000 420.00 / Day 6,720.00
PL17 day 5.000 510.00 / Day 2,550.00
PMC050 hours 6.000 18945.85 / hours 1,13,675.10
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC027 hours 3.900 687.61 / hours 2,681.68
PMC034 hours 3.900 2194.50 / hours 8,558.55
PMC056 hours 6.000 3383.52 / hours 20,301.12
PMC066 hours 3.900 687.61 / hours 2,681.68
PMC068 hours 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC097 hours 6.000 2194.50 / hours 13,167.00
PM0040 Tonne 20.25 43389.21 / MT 8,78,631.50
PM0095 Tonne 8.62 8816.74 / MT 76,000.30
PM0012 Cum 108.87 3370.83 / Cum 3,66,982.26
PM0181 Cum 114.60 3370.83 / Cum 3,86,297.12
Hotmix Plant - 60 to 90 TPH capacity
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Vibratory roller 80-100 kN
Paver Finisher Hydrostatic with sensor
control 100 TPHSmooth Wheeled Roller 8 tonne
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Generator 250 KVA
Material
Bitumen VG-30 (Bulk)
Lime
Aggregate - Grading II (19 mm nominal
Size) 10 mm - 5 mm
Aggregates below 5.6 mm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
for Grading I ( 13 mm nominal size )
*1. Although the roller are required only for 3 hours as per norms of output, but the
same have to be available at site for six hours as the hot mix plant and paver will
take six hours for mixing and paving the output of 450 tonnes considered in this
analysis. To cater for the idle period of these rollers, their usage rates have been
multiplied by a factor of 0.65.
2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will
depend upon job mix formula.
3. Labour for traffic control, watch and ward and other miscellaneous duties at site
including sundries have been included in administrative overheads of the contractor.
4. In case SDBC is laid over freshly laid tack coat, provision of broom and 2 mazdoor
shall be deleted as the same has been included in the cost of tack coat.
5. The quantity of Bitumen to be adjusted as per job mix formula.
___________________________________________________________________________________________________Page no. 104 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0189 Cum 57.30 3370.83 / Cum 1,93,148.56
21,03,378.53
Over Head excluding Tax (10%-4%) @6% 21,03,378.53 x 6 % 1,26,202.71
Contractor's Profit @10% 22,29,581.24 x 10 % 2,22,958.12
Labour Cess @1% 24,52,539.36 x 1 % 24,525.39
24,77,064.76
12,702.90
12,702.90
5-7-2
Unit = Cum
Taking output = 195 Cum (450 Tonne)
Bitumen @ 5 per cent of weight of mix
Total weight of mix = 450 tonnes
Weight of bitumen = 22.50 tonnes
Weight of aggregate = 450 -22.50 = 427.50 tonnes
Taking density of aggregate = 1.5 ton/cum
Volume of aggregate = 285.00 cum
Code Unit Qty. Amount
PL14 day 0.840 444.00 / Day 372.96
PL15 day 16.000 420.00 / Day 6,720.00
PL17 day 5.000 510.00 / Day 2,550.00
PMC050 hours 6.000 18945.85 / hours 1,13,675.10
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC027 hours 3.900 687.61 / hours 2,681.68
PMC034 hours 3.900 2194.50 / hours 8,558.55
PMC056 hours 6.000 3383.52 / hours 20,301.12
PMC066 hours 3.900 687.61 / hours 2,681.68
PMC068 hours 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC097 hours 6.000 2194.50 / hours 13,167.00
PM0040 Tonne 22.50 43389.21 / MT 9,76,257.23
PM0095 Tonne 8.62 8816.74 / MT 76,000.30
PM0012 Cum 162.45 3370.83 / Cum 5,47,591.33
PM0181 Cum 116.85 3370.83 / Cum 3,93,881.49
21,96,049.13
Over Head excluding Tax (10%-4%) @6% 21,96,049.13 x 6 % 1,31,762.95
Rate per Cum
Say Rs. Per Cum
Aggregates 13.2 mm to 10 mm
Total Resource Cost
Cost For 195 Cum
for GradingII (10 mm nominal size)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Hotmix Plant - 60 to 90 TPH capacity
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Vibratory roller 80-100 kN
Paver Finisher Hydrostatic with sensor
control 100 TPHSmooth Wheeled Roller 8 tonne
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Generator 250 KVA
Material
Bitumen VG-30 (Bulk)
Lime
Aggregate - Grading II (19 mm nominal
Size) 10 mm - 5 mm
Aggregates below 5.6 mm
Total Resource Cost
___________________________________________________________________________________________________Page no. 105 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 23,27,812.08 x 10 % 2,32,781.21
Labour Cess @1% 25,60,593.29 x 1 % 25,605.93
25,86,199.22
13,262.56
13,262.60
5-8
Note:-
5-8-1
Unit = Cum
Taking output = 191 Cum (450 Tonne)
Bitumen @ 5.2 per cent of weight of mix
Total weight of mix = 450 tonnes
Weight of bitumen = 23.40 tonnes
Weight of aggregate = 450 -23.4 = 426.60 tonnes
Taking density of aggregate = 1.5 ton/cum
Volume of aggregate = 284.4 cum
Code Unit Qty. Amount
for Grading-I (bituminous binder @ 5.2 % of mix )
Bituminous Concrete
(Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant
producing an average output of 75 tonnes per hour using crushed aggregates of specified
grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the
hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the
required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem
rollers to achieve the desired compaction as per MORTH specification clause No. 509
complete in all respects)
Cost For 195 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
*1. Although the roller are required only for 3 hours as per norms of output, but the
same have to be available at site for six hours as the hot mix plant and paver will
take six hours for mixing and paving the output of 450 tonnes considered in this
analysis. To cater for the idle period of these rollers, their usage rates have been
multiplied by a factor of 0.65.
2.Quantity of Bitumen has been taken for analysis purpose. The actual quantity will
depend upon job mix formula.
3. Labour for traffic control, watch and ward and other miscellaneous duties at site
including sundries have been included in administrative overheads of the contractor.
4. In case BC is laid over freshly laid tack coat, provision of mechanical broom and 2
mazdoors shall be deleted as the same has been included in the cost of tack coat.
5. The individual density for each size of aggregates to be used for construction I.e.
37.5-25 mm, 25-10 mm etc. should be found in the laboratory and accordingly the
quantities should be ammended for use in field. The average density of 1.5
tonne/cum is only a reference density in this Data Book.
6. The individual percentage of aggregates should be calculated from the total weight
of dry aggregates i.e.. excluding the weight of bitumen. The weight of filler will also
be 2 per cent by weight of dry aggregates.
___________________________________________________________________________________________________Page no. 106 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.840 444.00 / Day 372.96
PL15 day 16.000 420.00 / Day 6,720.00
PL17 day 5.000 510.00 / Day 2,550.00
PMC050 hours 6.000 18945.85 / hours 1,13,675.10
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC027 hours 3.900 687.61 / hours 2,681.68
PMC034 hours 3.900 2194.50 / hours 8,558.55
PMC056 hours 6.000 3383.52 / hours 20,301.12
PMC066 hours 3.900 687.61 / hours 2,681.68
PMC068 hours 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC097 hours 6.000 2194.50 / hours 13,167.00
PM0040 Tonne 23.40 43389.21 / MT 10,15,307.51
PM0095 Tonne 8.60 8816.74 / MT 75,823.96
PM0012 Cum 65.41 3370.83 / Cum 2,20,485.99
PM0014 Cum 113.76 3370.83 / Cum 3,83,465.62
PM0190 Cum 99.54 3370.83 / Cum 3,35,532.42
22,32,934.30
Over Head excluding Tax (10%-4%) @6% 22,32,934.30 x 6 % 1,33,976.06
Contractor's Profit @10% 23,66,910.35 x 10 % 2,36,691.04
Labour Cess @1% 26,03,601.39 x 1 % 26,036.01
26,29,637.40
13,767.74
13,767.70
5-8-2
Unit = Cum
Taking output = 191 Cum (450 Tonne)
Bitumen @ 5.4 per cent of weight of mix
Total weight of mix = 450 tonnes
Weight of bitumen = 24.30 tonnes
Weight of aggregate = 450 -22.50 = 425.70 tonnes
Taking density of aggregate = 1.5 ton/cum
Volume of aggregate = 283.80 cum
Code Unit Qty. Amount
PL14 day 0.840 444.00 / Day 372.96
PL15 day 16.000 420.00 / Day 6,720.00
for Grading-II (bituminous binder @ 5.4 % of mix)
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Hotmix Plant - 60 to 90 TPH capacity
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Vibratory roller 80-100 kN
Paver Finisher Hydrostatic with sensor
control 100 TPHSmooth Wheeled Roller 8 tonne
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Generator 250 KVA
Material
Bitumen VG-30 (Bulk)
Lime
Aggregate - Grading II (19 mm nominal
Size) 10 mm - 5 mm
Aggregates 20 mm to 10 mm
Total Resource Cost
Cost For 191 Cum
Rate per Cum
Say Rs. Per Cum
Aggregate - Grading II (19 mm nominal
Size) 5 mm and below
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 107 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL17 day 5.000 510.00 / Day 2,550.00
PMC050 hours 6.000 18945.85 / hours 1,13,675.10
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC027 hours 3.900 687.61 / hours 2,681.68
PMC034 hours 3.900 2194.50 / hours 8,558.55
PMC056 hours 6.000 3383.52 / hours 20,301.12
PMC066 hours 3.900 687.61 / hours 2,681.68
PMC068 hours 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC097 hours 6.000 2194.50 / hours 13,167.00
PM0040 Tonne 24.30 43389.21 / MT 10,54,357.80
PM0095 Tonne 8.59 8816.74 / MT 75,735.80
PM0012 Cum 70.95 3370.83 / Cum 2,39,160.39
PM0014 Cum 122.03 3370.83 / Cum 4,11,342.38
PM0189 Cum 85.14 3370.83 / Cum 2,86,992.47
22,69,907.63
Over Head excluding Tax (10%-4%) @6% 22,69,907.63 x 6 % 1,36,194.46
Contractor's Profit @10% 24,06,102.08 x 10 % 2,40,610.21
Labour Cess @1% 26,46,712.29 x 1 % 26,467.12
26,73,179.42
13,995.70
13,995.70
5-9
Note:-
5-9-1
Unit = Sqm
Taking output = 9000 Sqm
Bitumen @ 1.20 Kg per Sqm
Surface Dressing
(Providing and laying surface dressing as wearing course in single coat using crushed stone
aggregates of specified size on a layer of bituminous binder laid on prepared surface and
rolling with 8-10 tonne smooth wheeled steel roller)
Total Resource Cost
Cost For 191 Cum
Mazdoor/Beldar (Skilled)
Machine
Rate per Cum
Say Rs. Per Cum
Hotmix Plant - 60 to 90 TPH capacity
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Vibratory roller 80-100 kN
Paver Finisher Hydrostatic with sensor
control 100 TPHSmooth Wheeled Roller 8 tonne
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Generator 250 KVA
Material
Bitumen VG-30 (Bulk)
Lime
Aggregate - Grading II (19 mm nominal
Size) 10 mm - 5 mm
Aggregate - Grading II (19 mm nominal
Size) 5 mm and below
Aggregates 13.2 mm to 10 mm
1.Where the proposed aggregate fails to pass the stripping test, an approved
adhesion agent may be added to the binder as per clause 510.2.4.
Alternatively, chips may be pre-coated as per clause 510.2.5
2.Input for the second coat, where required, will be the same as per the Ist
coat mentioned above
19 mm nominal chipping size
___________________________________________________________________________________________________Page no. 108 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Crushed Stone Chipping @ 0.015 Cum per Sqm
Code Unit Qty. Amount
PL14 day 0.440 444.00 / Day 195.36
PL15 day 9.000 420.00 / Day 3,780.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC013 hours 7.200 486.78 / hours 3,504.82
PMC015 hours 6.000 1463.00 / hours 8,778.00
PMC028 hours 6.000 695.59 / hours 4,173.54
PMC038 hours 6.000 1190.35 / hours 7,142.10
PMC066 hours 6.000 687.61 / hours 4,125.66
PMC133 hours 7.200 3540.46 / day 3,186.41
PM2288 Tonne 10.80 48789.21 / MT 5,26,923.47
PM0016 Cum 135.00 3370.83 / Cum 4,55,062.05
10,25,791.61
Over Head excluding Tax (10%-4%) @6% 10,25,791.61 x 6 % 61,547.50
Contractor's Profit @10% 10,87,339.10 x 10 % 1,08,733.91
Labour Cess @1% 11,96,073.01 x 1 % 11,960.73
12,08,033.75
134.23
134.20
5-9-2
Unit = Sqm
Taking output = 9000 Sqm
Bitumen @ 1.00 Kg per Sqm
Crushed Stone Chipping @ 0.01 Cum per Sqm
Code Unit Qty. Amount
PL14 day 0.440 444.00 / Day 195.36
PL15 day 9.000 420.00 / Day 3,780.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC013 hours 7.200 486.78 / hours 3,504.82
PMC015 hours 6.000 1463.00 / hours 8,778.00
PMC028 hours 6.000 695.59 / hours 4,173.54
PMC038 hours 6.000 1190.35 / hours 7,142.10
PMC034 hours 6.000 2194.50 / hours 13,167.00
13 mm nominal size chipping
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Hydraulic broom with tractor
Hydraulic self propelled chip spreader
Tipper 5.5 cum/10 ton capacity
Bitumen Pressure Distributor
Smooth Wheeled Roller 8 tonne
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Hydraulic broom with tractor
Hydraulic self propelled chip spreader
Tipper 5.5 cum/10 ton capacity
Bitumen Pressure Distributor
Vibratory roller 80-100 kN
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.Material
Bitumen VG-30 (Packed)
Aggregate (Single size) : 20 mm
nominal size
Total Resource Cost
Cost For 9000 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
___________________________________________________________________________________________________Page no. 109 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC133 hours 7.200 3540.46 / day 3,186.41
PM2288 Tonne 9.00 48789.21 / MT 4,39,102.89
PM0196 Cum 90.00 3370.83 / Cum 3,03,374.70
7,95,325.02
Over Head excluding Tax (10%-4%) @6% 7,95,325.02 x 6 % 47,719.50
Contractor's Profit @10% 8,43,044.52 x 10 % 84,304.45
Labour Cess @1% 9,27,348.97 x 1 % 9,273.49
9,36,622.46
104.07
104.10
5-10
5-10-1
Note:-
Unit = Sqm
Taking output = 10250 Sqm (205 Cum)
Bitumen@ 14.60 kg per 10 sqm
Crushed stone chipping @ 0.27 cum per 10 sqm
Code Unit Qty. Amount
PL14 day 0.840 444.00 / Day 372.96
PL15 day 16.000 420.00 / Day 6,720.00
PL17 day 5.000 510.00 / Day 2,550.00
If a premix sand seal coat of 'B' type is proposed, the same is required to be
provided over the open graded premix carpet immediately on the same day.
As the same HMP and other machines will be used for laying of premix sand
seal coat, out of 6 effective working hours, 4.00 hours may be utilised for
laying of premix carpet and balance 2.00 hours for the seal coat. The rate for
the premix sand seal coat under clause 513 (case II) has been worked out
accordingly by utilising the HMP for 2.00 hours for the purpose of seal coat.
In case type 'A' seal coat is proposed, HMP can be worked for six hours for
the premix carpet as type 'A' seal coat does not require the use of HMP.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Open - Graded Premix Surfacing
(Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness
composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-
back or emulsion to required line, grade and level to serve as wearing course on a previously
prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled
roller 8-10 tonne capacity, finished to required level and grades.)
Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not
less than 75 tonnes/hour .
Say Rs. Per Sqm
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.Material
Bitumen VG-30 (Packed)
Aggregates 13.2/12.5 mm nominal size
Total Resource Cost
Cost For 9000 Sqm
Rate per Sqm
___________________________________________________________________________________________________Page no. 110 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC027 hours 6.000 687.61 / hours 4,125.66
PMC050 hours 6.000 18945.85 / hours 1,13,675.10
PMC056 hours 6.000 3383.52 / hours 20,301.12
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC097 hours 6.000 2194.50 / hours 13,167.00
PM0040 Tonne 14.97 43389.21 / MT 6,49,536.47
PM0188 Cum 276.75 3370.83 / Cum 9,32,877.20
17,74,936.22
Over Head excluding Tax (10%-4%) @6% 17,74,936.22 x 6 % 1,06,496.17
Contractor's Profit @10% 18,81,432.39 x 10 % 1,88,143.24
Labour Cess @1% 20,69,575.63 x 1 % 20,695.76
20,90,271.38
203.93
203.90
5-10-2
Unit = Sqm
Taking output = 900 Sqm (24.30 Cum)
Cationic Bitumen Emulsion @ 21.50 kg per 10 sqm
Crushed stone aggregates @ 0.27 cum per 10 sqm
Code Unit Qty. Amount
PL14 day 0.800 444.00 / Day 355.20
PL15 day 18.000 420.00 / Day 7,560.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC007 hours 6.000 183.54 / hours 1,101.24
PMC066 hours 6.000 687.61 / hours 4,125.66
PM0212 Tonne 1.94 36423.21 / MT 70,661.03
PM0188 Cum 24.30 3370.83 / Cum 81,911.17
1,66,734.30
Over Head excluding Tax (10%-4%) @6% 1,66,734.30 x 6 % 10,004.06
Contractor's Profit @10% 1,76,738.35 x 10 % 17,673.84
Labour Cess @1% 1,94,412.19 x 1 % 1,944.12
1,96,356.31
218.17
218.20
Material
Bitumen ( Cationic Emulsion )
Aggregates 13.2 mm to 5.6 mm
Total Resource Cost
Cost For 900 Sqm
Rate per Sqm
Say Rs. Per Sqm
Aggregates 13.2 mm to 5.6 mm
Total Resource Cost
Cost For 10250 Sqm
Rate per Sqm
Say Rs. Per Sqm
Add 10 % of cost of carriage to cover
cost of loading and unloading
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Concrete mixer 0.28/0.4 cum
Smooth Wheeled Roller 8 tonne
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Hotmix Plant - 60 to 90 TPH capacity
Paver Finisher Hydrostatic with sensor
control 100 TPHTipper 5.5 cum in tonne.km
Generator 250 KVA
Material
Bitumen VG-30 (Bulk)
Open-Graded Premix Surfacing using cationic Bitumen Emulsion
___________________________________________________________________________________________________Page no. 111 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
5-11
5-11-1
Unit = Sqm
Taking output = 10250 Sqm (205 Cum)
Bitumen@ 22.00 kg per 10 sqm
Crushed stone chipping @ 0.27 cum per 10 sqm
Code Unit Qty. Amount
PL14 day 0.840 444.00 / Day 372.96
PL15 day 16.000 420.00 / Day 6,720.00
PL17 day 5.000 510.00 / Day 2,550.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC027 hours 6.000 687.61 / hours 4,125.66
PMC050 hours 6.000 18945.85 / hours 1,13,675.10
PMC056 hours 6.000 3383.52 / hours 20,301.12
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC097 hours 6.000 2194.50 / hours 13,167.00
PM0040 Tonne 22.50 43389.21 / MT 9,76,257.23
PM0186 Cum 276.75 3370.83 / Cum 9,32,877.20
21,01,656.97
Over Head excluding Tax (10%-4%) @6% 21,01,656.97 x 6 % 1,26,099.42
Contractor's Profit @10% 22,27,756.39 x 10 % 2,22,775.64
Labour Cess @1% 24,50,532.02 x 1 % 24,505.32
24,75,037.34
241.47
241.50
5-11-2
Unit = Sqm
Machine
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Hotmix Plant - 60 to 90 TPH capacity
Paver Finisher Hydrostatic with sensor
control 100 TPHTipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Generator 250 KVA
Material
Bitumen VG-30 (Bulk)
Aggregates 11.2 mm to 0.09 mm
Total Resource Cost
Cost For 10250 Sqm
Rate per Sqm
Say Rs. Per Sqm
Close Graded Premix Surfacing/ Mixed Seal Surfacing Type - A
Close Graded Premix Surfacing/ Mixed Seal Surfacing Type - B
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Close Graded Premix Surfacing/ Mixed Seal Surfacing
(Mechanical means using HMP of appropriate capacity not less than 75 tonnes/hour.
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness
composed of 11.2 mm to 0.09 mm (Type-a) or 13.2 mm to 0.09 mm (Type-b) aggregates
using penetration grade bitumen to the required line, grade and level to serve as wearing
course on a previously prepared base, including mixing in a suitable plant, laying and rolling
with a Smooth wheeled roller 8-10 tonne capacity, and finishing to required level and grade. )
___________________________________________________________________________________________________Page no. 112 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 10250 Sqm (205 Cum)
Bitumen@ 19.00 kg per 10 sqm
Crushed stone chipping @ 0.27 cum per 10 sqm
Code Unit Qty. Amount
PL14 day 0.840 444.00 / Day 372.96
PL15 day 16.000 420.00 / Day 6,720.00
PL17 day 5.000 510.00 / Day 2,550.00
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC027 hours 6.000 687.61 / hours 4,125.66
PMC050 hours 6.000 18945.85 / hours 1,13,675.10
PMC056 hours 6.000 3383.52 / hours 20,301.12
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC097 hours 6.000 2194.50 / hours 13,167.00
PM0040 Tonne 19.48 43389.21 / MT 8,45,221.81
PM0187 Cum 276.75 3370.83 / Cum 9,32,877.20
19,70,621.55
Over Head excluding Tax (10%-4%) @6% 19,70,621.55 x 6 % 1,18,237.29
Contractor's Profit @10% 20,88,858.85 x 10 % 2,08,885.88
Labour Cess @1% 22,97,744.73 x 1 % 22,977.45
23,20,722.18
226.41
226.40
5-12
5-12-1
Note:-
Unit = Sqm
Taking output = 10250 Sqm (92.25 Cum)
Bitumen @ 9.80 kg per 10 sqm
Crushed stone chipping @0.09 cum per 10 sqm
Code Unit Qty. Amount
PL14 day 0.240 444.00 / Day 106.56
PL15 day 6.000 420.00 / Day 2,520.00
Since seal coat is provided immediately over the bituminous layers,
mechanical broom for clearing has not been catered.
Total Resource Cost
Cost For 10250 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Hotmix Plant - 60 to 90 TPH capacity
Paver Finisher Hydrostatic with sensor
control 100 TPHTipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Generator 250 KVA
Material
Bitumen VG-30 (Bulk)
Aggregates 13.2 mm to 0.09 mm
Seal Coat
(Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified
levels, grade and cross fall using Type A and B seal coats)
Seal Coat - Type A
___________________________________________________________________________________________________Page no. 113 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC012 hours 6.000 1316.70 / hours 7,900.20
PMC015 hours 6.000 1463.00 / hours 8,778.00
PMC028 hours 6.000 695.59 / hours 4,173.54
PMC038 hours 6.000 1190.35 / hours 7,142.10
PMC066 hours 6.000 687.61 / hours 4,125.66
PM2288 Tonne 10.05 48789.21 / MT 4,90,331.56
PM0063 Cum 92.25 3370.83 / Cum 3,10,959.07
8,36,036.69
Over Head excluding Tax (10%-4%) @6% 8,36,036.69 x 6 % 50,162.20
Contractor's Profit @10% 8,86,198.89 x 10 % 88,619.89
Labour Cess @1% 9,74,818.78 x 1 % 9,748.19
9,84,566.97
96.06
96.10
5-12-2
Note:-
Unit = Sqm
Taking output = 7858 Sqm (47.16 Cum)
Bitumen @ 6.80 kg per 10 sqm
Crushed stone chipping @0.06 cum per 10 sqm
Code Unit Qty. Amount
PL14 day 0.160 444.00 / Day 71.04
PL15 day 4.000 420.00 / Day 1,680.00
PMC012 hours 2.000 1316.70 / hours 2,633.40
PMC027 hours 2.000 687.61 / hours 1,375.22
PMC050 hours 2.000 18945.85 / hours 37,891.70
PMC056 hours 2.000 3383.52 / hours 6,767.04
PMC068 MT.Km 1,040 4.79 / MT.Km 4,981.60
4981.60 x 10% 498.16
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Hotmix Plant - 60 to 90 TPH capacity
Paver Finisher Hydrostatic with sensor
control 100 TPHTipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Since seal coat is required to be provided over the premix carpet on the
same day, out of the 6 working hours of the HMP, 4.00 hours are proposed
to be utilised for the premix carpet and the balance 2.00 hours for the seal
coat. Hence 2.00 hours have been considered for this case. This may be
linked to rate analysis worked out under clause 511.
Material
Bitumen VG-30 (Packed)
Crushed Stone Chipping 6.7 mm size
100% passing 11.2 mm and retained Total Resource Cost
Cost For 10250 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Hydraulic self propelled chip spreader
Tipper 5.5 cum/10 ton capacity
Bitumen Pressure Distributor
Smooth Wheeled Roller 8 tonne
Type B
(Providing and laying of premix sand seal coat with HMP of appropriate capacity not less
than 75 tonnes/ hours using Crushed Sand or Grit Passing 2.36 mm and retained on 180
micron and penetration bitumen of suitable grade.)
___________________________________________________________________________________________________Page no. 114 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC097 hours 2.000 2194.50 / hours 4,389.00
PM2288 Tonne 5.34 48789.21 / MT 2,60,534.38
PM0059 Cum 47.16 3370.83 / Cum 1,58,968.34
4,79,789.88
Over Head excluding Tax (10%-4%) @6% 4,79,789.88 x 6 % 28,787.39
Contractor's Profit @10% 5,08,577.28 x 10 % 50,857.73
Labour Cess @1% 5,59,435.00 x 1 % 5,594.35
5,65,029.36
71.90
71.90
5-13
5-14
Material
Bitumen VG-30 (Packed)
Crushed Sand or Grit Passing 2.36 mm
and retained on 180 micron Total Resource Cost
Cost For 7858 Sqm
Rate per Sqm
Say Rs. Per Sqm
Generator 250 KVA
Competitive market rates to be as certained. Alternatively, rates for stone crushing given in
chapter 1may be adopted, if found economical. In case for supply of aggregates at site are
not available, nearest crusher site may be as certained. Loading and un-loading charges and
cost of carriage may be added to these rates to arrive at the cost at site.
Supply of Stone Aggregates for Pavement Courses
(Supply of stone aggregates from approved sources confirming to the physical requirement,
specified in the respective specified clauses, including royalties, fees rents, collection,
transportation, stacking and testing and measured in cum as per clause 514.5 Competitive
market rates to be ascertained. Alternatively, rates for stone crushing given in chapter 1may
be adopted, if found economical. In case for supply of aggregates at site are not available,
nearest crusher site may be ascertained. Loading and un-loading charges and cost of
carriage may be added to these rates to arrive at the cost at site.)
Mastic Asphalt
(Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen
meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to
required level and slope after cleaning the surface, including providing antiskid surface with
bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of
0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both
directions, pressed into surface when the temperature of surfaces not less than 1000C,
protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)
___________________________________________________________________________________________________Page no. 115 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Sqm
Taking output = 35 Sqm (0.87 Cum, assuming a density of 2.3 -2 tonnes/cum)
Code Unit Qty. Amount
PL14 day 0.440 444.00 / Day 195.36
PL15 day 10.000 420.00 / Day 4,200.00
PL17 day 1.000 510.00 / Day 510.00
PMC005 hours 6.000 162.26 / hours 973.56
PMC013 hours 0.060 486.78 / hours 29.21
PMC054 hours 6.000 146.30 / hours 877.80
PMC074 hours 1.000 505.40 / hours 505.40
PMC001 hours 0.060 405.65 / hours 24.34
PM2288 Tonne 0.204 48789.21 / MT 9,953.00
PM0095 Tonne 0.360 8816.74 / MT 3,174.03
PM0078 Cum 0.390 3370.83 / Cum 1,314.62
PM0132 Tonne 0.550 3370.83 / Cum 1,853.96
Beldar/mazdoor (unskilled)
Lime
Fine aggregate/Crushed sand 2.36 mm
to 75 micron
Stone Chips 13.2 mm to 5.6 mm
@ 40% by weight of mix =
(2 x 40/100 = 0.8 MT)//1.456
Base mastic (without coarse aggregates) = 60 per cent
Coarse aggregate (6.3mm to 13.2 mm) = 40 per cent .
@ 10.2 % by weight of mix.
2 x 10.2/100
@ 31.9% by weight of mix.
(2 x 31.9/100)/ density 1.625
with calcium content not less than 80%
@ 17.92% by weight of mix
= 2 x 17.92/100
Resource Rate
Labour
Mate
Mazdoor/Beldar (Skilled)
Machine
Bitumen boiler oil fired 1000 litre
Hydraulic broom with tractor
Mastic Cooker
Tractor
Air Compressor 210 cfm
Material
Bitumen VG-30 (Packed)
1.The rates for 50 mm & 40 mm thick layers may be worked out on pro-rata
basis.
2.Where tack coat is required to be provided before laying mastic asphalt,
the same is required to be measured and paid separately.
3.The quantities of binder, filler and aggregates are for estimating purpose.
Exact quantities shall be as per mix design.
4.This rate analysis is based on design made by CRRI for a specific case
and is meant for estimating purposes only. Actual design is required to be
done for each case.
Proportion of material required for mastic asphalt with coarse aggregates-
___________________________________________________________________________________________________Page no. 116 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0264 Tonne 0.018 2833.80 / Cum 51.01
PM2288 Tonne 0.0005 48789.21 / MT 24.39
23,686.67
Over Head excluding Tax (10%-4%) @6% 23,686.67 x 6 % 1,421.20
Contractor's Profit @10% 25,107.87 x 10 % 2,510.79
Labour Cess @1% 27,618.66 x 1 % 276.19
27,894.85
797.00
797.00
5-15
Note:-
5-15-1
Unit = Sqm Taking density of 2.2 tonnes per cum
Taking output = 16000 Sqm (80 Cum; Weight of Mix 176 Tonne)
Code Unit Qty. Amount
PL14 day 0.24 444.00 / Day 106.56
PL15 day 6.00 420.00 / Day 2,520.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC013 hours 6.00 486.78 / hours 2,920.68
PMC028 hours 6.00 695.59 / hours 4,173.54
PMC055 hours 6.00 1024.10 / hours 6,144.60
PMC059 hours 6.00 1170.40 / hours 7,022.40
PMC078 hours 2.00 321.86 / hours 643.72
PMC133 hours 6.00 3540.46 / day 2,655.35
PM0043 Tonne 19.36 38150.21 / MT 7,38,588.07
PM0095 Tonne 3.52 8816.74 / MT 31,034.92
PM0144 KL 12.00 135.00 / KL 1,620.00
Cost For 35 Sqm
Rate per Sqm
Say Rs. Per Sqm
Pre-coated stone chips of 13.2 mm
nominal size
for skid resistance = 35 x 0.005/10
Bitumen VG-30 (Packed)
for coating of chips @ 2% by weight =
0.018 x 1.456 x 2/100
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Hydraulic broom with tractor
Tipper 5.5 cum/10 ton capacity
Mobile slurry seal equipment
Pneumatic Road Roller
Water Tanker
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.Material
Bitumen Emulsion (SS-1)
Tack coat, if required to be provided, before laying slurry seal may be
measured and paid separately
@ 11 per cent of mix
@ 2 per cent of mix
Total Resource Cost
Lime
Water
Slurry Seal 5 mm thickness
Resource Rate
Slurry Seal
(Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement
filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing
of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface)
___________________________________________________________________________________________________Page no. 117 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0181 Cum 102.08 3370.83 / Cum 3,44,094.33
11,49,424.36
Over Head excluding Tax (10%-4%) @6% 11,49,424.36 x 6 % 68,965.46
Contractor's Profit @10% 12,18,389.82 x 10 % 1,21,838.98
Labour Cess @1% 13,40,228.81 x 1 % 13,402.29
13,53,631.09
84.60
84.60
5-15-2
Unit = Sqm Taking density of 2.2 tonnes per cum
Taking output = 20000 Sqm (60 Cum)
Code Unit Qty. Amount
PL14 day 0.20 444.00 / Day 88.80
PL15 day 5.00 420.00 / Day 2,100.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC013 hours 6.00 486.78 / hours 2,920.68
PMC028 hours 6.00 695.59 / hours 4,173.54
PMC055 hours 6.00 1024.10 / hours 6,144.60
PMC059 hours 6.00 1170.40 / hours 7,022.40
PMC078 hours 2.00 321.86 / hours 643.72
PMC133 hours 6.00 3540.46 / day 2,655.35
PM0043 Tonne 17.16 38150.21 / MT 6,54,657.60
PM0095 Tonne 2.64 8816.74 / MT 23,276.19
PM0144 KL 12.00 135.00 / KL 1,620.00
PM0155 Cum 74.80 1289.23 / Cum 96,434.40
8,09,637.49
Over Head excluding Tax (10%-4%) @6% 8,09,637.49 x 6 % 48,578.25
Contractor's Profit @10% 8,58,215.74 x 10 % 85,821.57
Labour Cess @1% 9,44,037.31 x 1 % 9,440.37
9,53,477.68
47.67
47.70
Hydraulic broom with tractor
Tipper 5.5 cum/10 ton capacity
Mobile slurry seal equipment
Pneumatic Road Roller
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Lime
@ 2 per cent of mix
Water
Well Graded Material for Sub-Base -
Grading II 2.36 mm below
@ 85% of mix
Total Resource Cost
Cost For 20000 Sqm
Rate per Sqm
Say Rs. Per Sqm
@ 87% of mix
Cost For 16000 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Aggregates below 5.6 mm
Total Resource Cost
Water Tanker
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.Material
Bitumen Emulsion (SS-1)
@ 13 per cent of mix
3 mm thickness
___________________________________________________________________________________________________Page no. 118 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
5-15-3
Unit = Sqm Taking density of 2.2 tonnes per cum
Taking output = 24000 Sqm (36 Cum)
Code Unit Qty. Amount
PL14 day 0.20 444.00 / Day 88.80
PL15 day 5.00 420.00 / Day 2,100.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC013 hours 6.00 486.78 / hours 2,920.68
PMC028 hours 6.00 695.59 / hours 4,173.54
PMC055 hours 6.00 1024.10 / hours 6,144.60
PMC059 hours 6.00 1170.40 / hours 7,022.40
PMC078 hours 2.00 321.86 / hours 643.72
PMC133 hours 6.00 3540.46 / day 2,655.35
PM0043 Tonne 12.67 38150.21 / MT 4,83,363.16
PM0095 Tonne 1.58 8816.74 / MT 13,930.45
PM0144 KL 12.00 135.00 / KL 1,620.00
PM0155 Cum 43.30 1289.23 / Cum 55,823.66
5,88,386.55
Over Head excluding Tax (10%-4%) @6% 5,88,386.55 x 6 % 35,303.19
Contractor's Profit @10% 6,23,689.75 x 10 % 62,368.97
Labour Cess @1% 6,86,058.72 x 1 % 6,860.59
6,92,919.31
28.87
28.90
5-16
Tipper 5.5 cum/10 ton capacity
Mobile slurry seal equipment
Pneumatic Road Roller
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.
Bitumen Emulsion (SS-1)
@ 16 per cent of mix
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Hydraulic broom with tractor
Water Tanker
Material
Lime
@ 2 per cent of mix
Water
Well Graded Material for Sub-Base -
Grading II 2.36 mm below
@ 82% of mix
Total Resource Cost
Cost For 24000 Sqm
1.5 mm thickness
Recycling of Bituminous Pavement with Central Recycling Plant
(Recycling pavement by cold milling of exiting bituminous layers, planning the surface after
cold milling, reclaiming excavated material to the extent of 30 % of the required quantity,
hauling and stock piling the reclaimed material near the central recycling plant after carrying
out necessary checks and evaluation, adding fresh material including rejuvenators as
required, mixing in a hot mix plant, transporting and laying at site and compacting to the
required grade, level and thickness, all as specified in clause 517.)
___________________________________________________________________________________________________Page no. 119 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Cum
Taking output = 120 Cum (276 Tonne)
Code Unit Qty. Amount
PL14 day 0.48 444.00 / Day 213.12
PL15 day 10.00 420.00 / Day 4,200.00
PL17 day 2.00 510.00 / Day 1,020.00
PMC012 hours 3.00 1316.70 / hours 3,950.10
PMC013 hours 1.28 486.78 / hours 623.08
PMC027 hours 1.95 687.61 / hours 1,340.84
PMC034 hours 1.95 2194.50 / hours 4,279.28
PMC038 hours 0.91 1190.35 / hours 1,083.22
PMC048 hours 3.00 32072.95 / hours 96,218.85
PMC066 hours 1.95 687.61 / hours 1,340.84
PMC028 hours 18.00 695.59 / hours 12,520.62
PMC085 hours 6.00 438.90 / hours 2,633.40
PMC097 hours 3.00 2194.50 / hours 6,583.50
PMC001 hours 1.28 405.65 / hours 64.90
PM0040 Tonne 1.987 43389.21 / MT 86,214.36
PM0040 Tonne 7.728 43389.21 / MT 3,35,311.81
PM0012 Cum 24.730 3370.83 / Cum 83,360.63
PM0181 Cum 49.460 3370.83 / Cum 1,66,721.25
PM0191 Cum 18.550 3370.83 / Cum 62,528.90
PM0194 Cum 28.440 1722.00 / Cum 48,973.68
PM0049 Tonne 5.520 7512.09 / MT 41,466.74
9,60,649.11
Over Head excluding Tax (10%-4%) @6% 9,60,649.11 x 6 % 57,638.95
Mate
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Hydraulic broom with tractor
Smooth Wheeled Roller 8 tonne
Tipper 5.5 cum/10 ton capacity
Rate
Labour
Cold milling machine @ 20 cum per
hourGenerator 250 KVA
Air Compressor 210 cfm
Although the total rolling time is only 4 hours as per norms, all the three
rollers have to be available at site for 3 hours each to match with the output
of re-cycling plant. To cater for their idling time, these have been multiplied
with a factor of 0.65.
Total Resource Cost
Beldar/mazdoor (unskilled)
Three wheel 80-100 kN Static Roller
Vibratory roller 80-100 kN
Bitumen Pressure Distributor
Hotmix Plant - 120 TPH capacity
A bitumen content is 4.5 per cent bitumen weight of mix. For reclaimed material, fresh bitumen will be required to the
extent of 60 per cent of normal requirement.
In a mix of 276 tonnes, 82.8 tonne is reclaimed and balance 193.2 tonne is fresh mix.
Bitumen required for reclaimed mix of 82.8 tonne @ 60 per cent = 82.8 x 0.60 x0.04 = 1.99 Tonne
Bitumen required for fresh mix of 193.2 tonnes = 193.2 x 0.04 = 7.728 Tonne
Percentage of mix requiring fresh aggregates - 70 per cent
Weight of fresh aggregate in the mix = 193.2 x 0.96 = 185.47 tonne
Taking average density of 1.5 tonnes/cum, total volume of aggregate = 123.65 cum.
Bitumen VG-30 (Bulk)
Aggregate - Grading II (19 mm nominal
Size) 10 mm - 5 mm
Aggregates below 5.6 mm
Aggregates 25 mm to 10 mm
Aggregates 37.5 mm to 25 mm
Material
Bitumen VG-30 (Bulk)
Cement
Resource
___________________________________________________________________________________________________Page no. 120 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 10,18,288.06 x 10 % 1,01,828.81
Labour Cess @1% 11,20,116.86 x 1 % 11,201.17
11,31,318.03
9,427.65
9,427.70
5-17
5-17-1
Unit = Sqm
Taking output = 10500 Sqm
Code Unit Qty. Amount
PL14 day 0.12 444.00 / Day 53.28
PL15 day 3.00 420.00 / Day 1,260.00
PMC006 hours 6.00 1190.35 / hours 7,142.10
PMC013 hours 6.00 486.78 / hours 2,920.68
PMC133 hours 6.00 3540.46 / day 2,655.35
PM1372 Tonne 7.88 38979.21 / M.T. 3,07,156.17
3,21,187.58
Over Head excluding Tax (10%-4%) @6% 3,21,187.58 x 6 % 19,271.25
Contractor's Profit @10% 3,40,458.83 x 10 % 34,045.88
Labour Cess @1% 3,74,504.72 x 1 % 3,745.05
3,78,249.77
36.02
36.00
5-17-2
Unit = Sqm
Taking output = 10500 Sqm
Code Unit Qty. Amount
PL14 day 0.28 444.00 / Day 124.32
PL15 day 7.00 420.00 / Day 2,940.00
PMC006 hours 6.00 1190.35 / hours 7,142.10
PMC013 hours 6.00 486.78 / hours 2,920.68
PMC133 hours 6.00 3540.46 / day 2,655.35
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Bitumen emulsion pressure distributor
Hydraulic broom with tractor
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Bitumen emulsion pressure distributor
Hydraulic broom with tractor
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.Material
Bitumen emulsion medium setting
(M.S.) confirming to IS : 8887-1995
Total Resource Cost
Fog Spray By Mechinacal Means including Blinding Material
Resource Rate
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Cost For 10500 Sqm
Rate per Sqm
Say Rs. Per Sqm
Fog Spray By Mechinacal Means
Fog Spray
Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm
wide or incipient fretting or disintegration in an existing bituminous surfacing.
___________________________________________________________________________________________________Page no. 121 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0181 Cum 26.25 3370.83 / Cum 88,484.29
PM1372 Tonne 8.67 38979.21 / M.T. 3,37,949.75
4,42,216.48
Over Head excluding Tax (10%-4%) @6% 4,42,216.48 x 6 % 26,532.99
Contractor's Profit @10% 4,68,749.47 x 10 % 46,874.95
Labour Cess @1% 5,15,624.42 x 1 % 5,156.24
5,20,780.66
49.60
49.60
5-18
Note:-
5-18-1
Unit = Cum
Taking output = 205 Cum (450 Tonne)
Composition of mix (450 tonne) is assumed to be as under:-
Bitumen Emulsion 8 per cent By weight of total mix
Filler2 per cent
Total aggregates 90 per cent
Code Unit Qty. Amount
PL14 day 0.84 444.00 / Day 372.96
PL15 day 16.00 420.00 / Day 6,720.00
PL17 day 5.00 510.00 / Day 2,550.00
PMC010 hours 6.00 1170.40 / hours 7,022.40
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC027 hours 3.90 687.61 / hours 2,681.68
PMC056 hours 6.00 3383.52 / hours 20,301.12
1.Density of aggregates has been assumed 1.5 gms/cc
2. Tack coat where provided will be measured and paid separately.
3. Though the rollers are required only for 3.5 hours each as per norms of
output, but these are required to be available at site for 6 hours as the drum
mix plant and the paver would take 6 hours for mixing and paving. To cater
for the idle period, their usage rates have been multiplied by a factor of 0.65
Beldar/mazdoor (unskilled)
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Paver Finisher Hydrostatic with sensor
control 100 TPH
Cost For 10500 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Mazdoor/Beldar (Skilled)
Machine
Electric generator set, 125 KVA
Material
Aggregates below 5.6 mm
Bitumen emulsion medium setting
(M.S.) confirming to IS : 8887-1995
Total Resource Cost
Bituminous Cold Mix ( Including Gravel Emulsion)
(Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture
of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant
of suitable type and capacity, transporting, laying, compacting and finishing to specified
grades and levels.)
Using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate
___________________________________________________________________________________________________Page no. 122 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC059 hours 3.90 1170.40 / hours 4,564.56
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC093 hours 6.00 17263.40 / hours 1,03,580.40
PM0012 Cum 87.00 3370.83 / Cum 2,93,262.21
PM0095 Tonne 9.00 8816.74 / MT 79,350.66
PM0181 Cum 108.00 3370.83 / Cum 3,64,049.64
PM0190 Cum 75.00 3370.83 / Cum 2,52,812.25
PM0042 Tonne 36.00 36423.21 / MT 13,11,235.56
24,80,114.14
Over Head excluding Tax (10%-4%) @6% 24,80,114.14 x 6 % 1,48,806.85
Contractor's Profit @10% 26,28,920.99 x 10 % 2,62,892.10
Labour Cess @1% 28,91,813.09 x 1 % 28,918.13
29,20,731.22
14,247.47
14,247.50
5-18-2
Unit = Cum
Taking output = 205 Cum (450 Tonne)
Composition of mix (450 tonne) is assumed to be as under:-
Bitumen Emulsion 8 per cent By weight of total mix
Filler2 per cent
Total aggregates 90 per cent
Code Unit Qty. Amount
PL14 day 0.84 444.00 / Day 372.96
PL15 day 16.00 420.00 / Day 6,720.00
PL17 day 5.00 510.00 / Day 2,550.00
PMC010 hours 6.00 1170.40 / hours 7,022.40
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC027 hours 3.90 687.61 / hours 2,681.68
PMC056 hours 6.00 3383.52 / hours 20,301.12
PMC059 hours 3.90 1170.40 / hours 4,564.56
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Electric generator set, 125 KVA
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Paver Finisher Hydrostatic with sensor
control 100 TPH
Pneumatic Road Roller
Tipper 5.5 cum in tonne.km
Material
Aggregate - Grading II (19 mm nominal
Size) 10 mm - 5 mm
Bitumen Emulsion (RS-1)
Total Resource Cost
Cost For 205 Cum
Rate per Cum
Say Rs. Per Cum
Pneumatic Road Roller
Tipper 5.5 cum in tonne.km
Drum mix plant for cold mixes of
appropriate capacity but not less than
75 tonnes/hour.
Add 10 % of cost of carriage to cover
cost of loading and unloading
Lime
Aggregates below 5.6 mm
Aggregates 20 mm to 10 mm
Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate
___________________________________________________________________________________________________Page no. 123 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
21555.00 x 10% 2,155.50
PMC093 hours 6.00 17263.40 / hours 1,03,580.40
PM0042 Tonne 36.00 36423.21 / MT 13,11,235.56
PM0095 Tonne 9.00 8816.74 / MT 79,350.66
PM0192 Cum 90.00 3370.83 / Cum 3,03,374.70
PM0181 Cum 105.00 3370.83 / Cum 3,53,937.15
PM0193 Cum 75.00 3370.83 / Cum 2,52,812.25
24,80,114.14
Over Head excluding Tax (10%-4%) @6% 24,80,114.14 x 6 % 1,48,806.85
Contractor's Profit @10% 26,28,920.99 x 10 % 2,62,892.10
Labour Cess @1% 28,91,813.09 x 1 % 28,918.13
29,20,731.22
14,247.47
14,247.50
5-18-3
Unit = Cum
Taking output = 205 Cum (450 Tonne)
Composition of mix (450 tonne) is assumed to be as under:-
cutback Bitumen 5 per cent By weight of total mix
Filler2 per cent
Total aggregates 93 per cent
Code Unit Qty. Amount
PL14 day 0.84 444.00 / Day 372.96
PL15 day 16.00 420.00 / Day 6,720.00
PL17 day 5.00 510.00 / Day 2,550.00
PMC010 hours 6.00 1170.40 / hours 7,022.40
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC027 hours 3.90 687.61 / hours 2,681.68
PMC056 hours 6.00 3383.52 / hours 20,301.12
PMC059 hours 3.90 1170.40 / hours 4,564.56
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Paver Finisher Hydrostatic with sensor
control 100 TPH
Pneumatic Road Roller
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Aggregates below 5.6 mm
Aggregates 37.5 mm to 19 mm
Bitumen Emulsion (RS-1)
Total Resource Cost
Cost For 205 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Electric generator set, 125 KVA
Add 10 % of cost of carriage to cover
cost of loading and unloading
Drum mix plant for cold mixes of
appropriate capacity but not less than
75 tonnes/hour.
Material
Aggregates 19 mm to 6 mm
Lime
Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate
___________________________________________________________________________________________________Page no. 124 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC093 hours 6.00 17263.40 / hours 1,03,580.40
PM0213 Tonne 22.50 42441.71 / MT 9,54,938.48
PM0095 Tonne 9.00 8816.74 / MT 79,350.66
PM0012 Cum 93.00 3370.83 / Cum 3,13,487.19
PM0181 Cum 108.00 3370.83 / Cum 3,64,049.64
PM0190 Cum 78.00 3370.83 / Cum 2,62,924.74
21,54,154.52
Over Head excluding Tax (10%-4%) @6% 21,54,154.52 x 6 % 1,29,249.27
Contractor's Profit @10% 22,83,403.80 x 10 % 2,28,340.38
Labour Cess @1% 25,11,744.17 x 1 % 25,117.44
25,36,861.62
12,374.93
12,374.90
5-18-4
Unit = Cum
Taking output = 205 Cum (450 Tonne)
Composition of mix (450 tonne) is assumed to be as under:-
cutback Bitumen 5 per cent By weight of total mix
Filler2 per cent
Total aggregates 93 per cent
Code Unit Qty. Amount
PL14 day 0.84 444.00 / Day 372.96
PL15 day 16.00 420.00 / Day 6,720.00
PL17 day 5.00 510.00 / Day 2,550.00
PMC010 hours 6.00 1170.40 / hours 7,022.40
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC027 hours 3.90 687.61 / hours 2,681.68
PMC056 hours 6.00 3383.52 / hours 20,301.12
PMC059 hours 3.90 1170.40 / hours 4,564.56
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Electric generator set, 125 KVA
Front end-loader 1 cum bucket capacity
Three wheel 80-100 kN Static Roller
Paver Finisher Hydrostatic with sensor
control 100 TPH
Pneumatic Road Roller
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Drum mix plant for cold mixes of
appropriate capacity but not less than
75 tonnes/hour.
Material
Bitumen (Cutback )
Lime
Aggregate - Grading II (19 mm nominal
Size) 10 mm - 5 mm
Aggregates below 5.6 mm
Aggregates 20 mm to 10 mm
Total Resource Cost
Cost For 205 Cum
Rate per Cum
Say Rs. Per Cum
Using cutback bitumen and 19 mm or 26.5 mm nominal size aggregate
___________________________________________________________________________________________________Page no. 125 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC093 hours 6.00 17263.40 / hours 1,03,580.40
PM0213 Tonne 22.50 42441.71 / MT 9,54,938.48
PM0095 Tonne 9.00 8816.74 / MT 79,350.66
PM0192 Cum 90.00 3370.83 / Cum 3,03,374.70
PM0181 Cum 114.00 3370.83 / Cum 3,84,274.62
PM0193 Cum 75.00 3370.83 / Cum 2,52,812.25
21,54,154.52
Over Head excluding Tax (10%-4%) @6% 21,54,154.52 x 6 % 1,29,249.27
Contractor's Profit @10% 22,83,403.80 x 10 % 2,28,340.38
Labour Cess @1% 25,11,744.17 x 1 % 25,117.44
25,36,861.62
12,374.93
12,374.90
5-19
Note:-
Unit = Cum
Taking output = 205 Cum (450 Tonne)
Composition of mix (450 tonne) is assumed to be as under:-
Bitumen 5 per cent By weight of total mix
Filler2 per cent
Aggregates 93 per cent
Code Unit Qty. Amount
PL14 day 0.84 444.00 / Day 372.96
PL15 day 16.00 420.00 / Day 6,720.00
PL17 day 5.00 510.00 / Day 2,550.00
PMC097 hours 6.00 2194.50 / hours 13,167.00
Lime
Aggregates 19 mm to 6 mm
Aggregates below 5.6 mm
Aggregates 37.5 mm to 19 mm
Total Resource Cost
Cost For 205 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Generator 250 KVA
1. Tack coat will be measured and paid separately
2. Although the rollers are required only for 3 hours as per norms of output,
but the same have to be available at site for six hours as the hot mix plant
and paver will take six hours for mixing and paving the output of 450 tonnes
considered in this analysis. To cater for the idle period of this roller, their
usage rates has been multiplied by a factor of 0.65
Drum mix plant for cold mixes of
appropriate capacity but not less than
75 tonnes/hour.
Material
Bitumen (Cutback )
Sand Asphalt Base Course
(Providing, laying and rolling sand-asphalt base course composed of sand, mineral filler and
bituminous binder on a prepared sub-grade or sub-base to the lines, levels, grades and cross
sections as per the drawings including mixing in a plant of suitable type and capacity,
transporting, laying, compacting and finishing.)
___________________________________________________________________________________________________Page no. 126 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC021 hours 6.00 1529.50 / hours 9,177.00
PMC027 hours 3.90 687.61 / hours 2,681.68
PMC034 hours 3.90 2194.50 / hours 8,558.55
PMC050 hours 6.00 18945.85 / hours 1,13,675.10
PMC066 hours 3.90 687.61 / hours 2,681.68
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PM0040 Tonne 22.50 43389.21 / MT 9,76,257.23
PM0095 Tonne 9.00 8816.74 / MT 79,350.66
PM0123 Cum 288.62 1641.25 / Cum 4,73,697.58
17,20,500.13
Over Head excluding Tax (10%-4%) @6% 17,20,500.13 x 6 % 1,03,230.01
Contractor's Profit @10% 18,23,730.14 x 10 % 1,82,373.01
Labour Cess @1% 20,06,103.15 x 1 % 20,061.03
20,26,164.18
9,883.73
9,883.70
5-20
Paver finisher
Three wheel 80-100 kN Static Roller
Vibratory roller 80-100 kN
Hotmix Plant - 60 to 90 TPH capacity
Add 10 % of cost of carriage to cover
cost of loading and unloading
Tipper 5.5 cum in tonne.km
Material
Bitumen VG-30 (Bulk)
Lime
Sand (Coarse)
Total Resource Cost
Cost For 205 Cum
Rate per Cum
Say Rs. Per Cum
Smooth Wheeled Roller 8 tonne
Front end-loader 1 cum bucket capacity
Modified Binder
(Supply of modified binder produced by mixing bitumen with modifier such as natural rubber
or crumb rubber or any other polymer found compatible with bitumen and which allows
properties given in clause 521.3 and IRC: SP: 53 blending of modifier with bitumen to be
done either at the refinery or at the site plant capable of producing the modified binder to be
delivered in drums which shall be agitated in melted condition using suitable device before
use to ensure uniform dispersion.)
___________________________________________________________________________________________________Page no. 127 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
5-21
The use of modified binder is expected to result in an extended service life of
bituminous pavements subject to heavy traffic loads in extreme climatic conditions,
thus justifying the entire cost of adding modifiers/fibres. Other advantages include
lower temperature susceptibility, higher resistance to aging, higher fatigue life, higher
resistance to cracking and better adhesion between aggregates and binder.
Detailed information and inductive dose level on the use of polymer modified binder
is available in IRC : SP-53 / 2002. A number of proprietary products are now
available in the market. For such proprietary products, test reports and cost
effectiveness should be the basis for their selection in road works.
The modifier, in the required quantity shall be blended at the refinery or at central unit
with all facilities by proper industrial process, is essential. If supplied in drums it shall
be agitated in melted condition with suitable device for achieving homogeneity
Proposals to use glass fibre, polypropylene fibres or any other similar material in a
bituminous mixture should be substantiated, complete with all details including test
results, manufacturer's recommendations for addition or means of incorporating the
fibres, homogeneously, without segregation, into the mixture.
Before agreeing to the use of a fibre, it should have been proved to be satisfactory in
use under circumstances, similar to the work, elsewhere or it would have under gone
appropriate performance trials. Documented evidence of use and trials of the fibre, in
any country having conditions similar to Indian will be acceptable.
where information on use of trials is inadequate or lacking, trials may be required to
be under taken before agreeing to the use of the fibre.
1. The modified binder is usually manufactured by specialised firms as a
proprietary product. The rate for this product is required to be as certained
from the market.
2.The specifications for various item of road works using polymer/rubber
modified bitumens are same as those for penetration grade bitumen except
those for any special conditions which the manufacturer may indicate
3.The other controls during mixing, laying shall be same as specified in IRC -
14, 29, 94 and 95 for open graded premix carpet, bituminous concrete, DBM
and SDBC respectively
4.The temperature of mixing and rolling will be slightly higher than
conventional bituminous mixes as indicated in Table 8 of IRC: SP: 53 - 2002
Crack Prevention Courses
___________________________________________________________________________________________________Page no. 128 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
5-21-1
Unit = Sqm
Taking output = 10500 Sqm
Code Unit Qty. Amount
PL14 day 0.24 444.00 / Day 106.56
PL15 day 6.00 420.00 / Day 2,520.00
PMC013 hours 6.00 486.78 / hours 2,920.68
PMC015 hours 6.00 1463.00 / hours 8,778.00
PMC038 hours 6.00 1190.35 / hours 7,142.10
PMC066 hours 6.00 687.61 / hours 4,125.66
PMC001 hours 6.00 405.65 / hours 2,433.90
PM0195 Cum 105.00 3370.83 / Cum 3,53,937.15
PM0214 Tonne 9.45 42441.71 / MT 4,01,074.16
7,83,038.21
Over Head excluding Tax (10%-4%) @6% 7,83,038.21 x 6 % 46,982.29
Contractor's Profit @10% 8,30,020.50 x 10 % 83,002.05
Labour Cess @1% 9,13,022.55 x 1 % 9,130.23
9,22,152.78
87.82
87.80
5-21-2
Unit = Sqm
Taking output = 10500 Sqm
Code Unit Qty. Amount
Material
Aggregates 6 mm nominal size
Bitumen (modified graded)
Total Resource Cost
Cost For 10500 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hydraulic broom with tractor
Hydraulic self propelled chip spreader
Bitumen Pressure Distributor
Smooth Wheeled Roller 8 tonne
Air Compressor 210 cfm
Stress Absorbing Membrane (SAM) crack width less than 6 mm
(Providing and laying of a stress absorbing membrane over a cracked road surface, with
crack width below 6 mm after cleaning with a mechanical broom, using modified binder
complying with clause 521, sprayed at the rate of 9 kg per 10 sqm and spreading 5.6 mm
crushed stone aggregates @ 0.11 cum per 10 sqm with hydraulic chip spreader, sweeping
the surface for uniform spread of aggregates and surface finished to conform to clause 902.)
Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm
(Providing and laying of a stress absorbing membrane over a cracked road surface, with
crack width 6 to 9 mm after cleaning with a mechanical broom, using modified binder
complying with clause 521, sprayed at the rate of 11 kg per 10 sqm and spreading 11.2 mm
crushed stone aggregates @ 0.12 cum per 10 sqm, sweeping the surface for uniform spread
of aggregates and surface finished to conform to clause 902.)
___________________________________________________________________________________________________Page no. 129 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.24 444.00 / Day 106.56
PL15 day 6.00 420.00 / Day 2,520.00
PMC013 hours 6.00 486.78 / hours 2,920.68
PMC015 hours 6.00 1463.00 / hours 8,778.00
PMC038 hours 6.00 1190.35 / hours 7,142.10
PMC066 hours 6.00 687.61 / hours 4,125.66
PMC001 hours 6.00 405.65 / hours 2,433.90
PM0914 Cum 105.00 3370.83 / Cum 3,53,937.15
PM0214 Tonne 11.55 42441.71 / MT 4,90,201.75
8,72,165.80
Over Head excluding Tax (10%-4%) @6% 8,72,165.80 x 6 % 52,329.95
Contractor's Profit @10% 9,24,495.75 x 10 % 92,449.57
Labour Cess @1% 10,16,945.32 x 1 % 10,169.45
10,27,114.78
97.82
97.80
5-21-3
Note:-
Unit = Sqm
Taking output = 10500 Sqm
Code Unit Qty. Amount
PL14 day 0.24 444.00 / Day 106.56
PL15 day 6.00 420.00 / Day 2,520.00
PL17 day 2.00 510.00 / Day 1,020.00
PMC013 hours 6.00 486.78 / hours 2,920.68
PMC015 hours 6.00 1463.00 / hours 8,778.00
PMC038 hours 6.00 1190.35 / hours 7,142.10
Labour
Mate
Mazdoor/Beldar (Skilled)
Machine
Hydraulic broom with tractor
Hydraulic self propelled chip spreader
Bitumen Pressure Distributor
Beldar/mazdoor (unskilled)
Mate
Beldar/mazdoor (unskilled)
Machine
Hydraulic broom with tractor
Hydraulic self propelled chip spreader
Bitumen Pressure Distributor
Smooth Wheeled Roller 8 tonne
Air Compressor 210 cfm
Material
Stone chippings/ screenings 10/ 11.2
mm nominal size
Bitumen (modified graded)
Total Resource Cost
Cost For 10500 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
In case 2nd coat is also required to be provided, material provided for the
2nd coat shall be as per table 500-47.
Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above
50 %
(Providing and laying a single coat of a stress absorbing membrane over a cracked road
surface, with crack width above 9 mm and cracked area above 50 % after cleaning with a
mechanical broom, using modified binder complying with clause 521, sprayed at the rate of
15 kg per 10 sqm and spreading 11.2 mm crushed stone aggregates @ 0.12 cum per 10
sqm, sweeping the surface for uniform spread of aggregates and surface finished to conform
to clause 902.)
___________________________________________________________________________________________________Page no. 130 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC066 hours 6.00 687.61 / hours 4,125.66
PMC001 hours 6.00 405.65 / hours 2,433.90
PM0914 Cum 126.00 3370.83 / Cum 4,24,724.58
PM0214 Tonne 15.75 42441.71 / MT 6,68,456.93
11,22,228.41
Over Head excluding Tax (10%-4%) @6% 11,22,228.41 x 6 % 67,333.70
Contractor's Profit @10% 11,89,562.12 x 10 % 1,18,956.21
Labour Cess @1% 13,08,518.33 x 1 % 13,085.18
13,21,603.51
125.87
125.90
5-21-4
Note:-
Unit = Sqm
Taking output = 3500 Sqm (bitumen @ 1.05 kg per sqm)
Code Unit Qty. Amount
PL14 day 0.56 444.00 / Day 248.64
PL15 day 12.00 420.00 / Day 5,040.00
PL17 day 2.00 510.00 / Day 1,020.00
PMC013 hours 2.80 486.78 / hours 1,362.98
PMC059 hours 2.00 1170.40 / hours 2,340.80
PMC038 hours 2.00 1190.35 / hours 2,380.70
PMC001 hours 2.80 405.65 / hours 1,135.82
PM0236 Sqm 3,850.00 27.10 / Sqm 1,04,335.00
PM0041 Tonne 3.68 42589.21 / MT 1,56,728.29
2,74,592.24
As bitumen overlay construction shall follow closely the fabric placement on
the same day, an output of 3500 sqm only has been considered for the
analysis which will cover a length of 500 m, of 7 m wide carriagway. This can
be conveniently overlaid by a bitumenious course in a day
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Hydraulic broom with tractor
Pneumatic Road Roller
Bitumen Pressure Distributor
Air Compressor 210 cfm
Material
Geotextile
Bitumen VG-10 (Bulk)
Total Resource Cost
Smooth Wheeled Roller 8 tonne
Air Compressor 210 cfm
Material
Stone chippings/ screenings 10/ 11.2
mm nominal size
Bitumen (modified graded)
Total Resource Cost
Cost For 10500 Sqm
Rate per Sqm
Say Rs. Per Sqm
Bitumen Impregnated Geotextile
(Providing and laying a bitumen impregnated geotextile layer after cleaning the road surface,
geotextile conforming to requirements of clause 704.3, laid over a tack coat with 1.05 kg per
sqm of paving grade bitumen 80 - 100 penetration and constructed to the requirement of
clause 704.4.5)
___________________________________________________________________________________________________Page no. 131 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 2,74,592.24 x 6 % 16,475.53
Contractor's Profit @10% 2,91,067.77 x 10 % 29,106.78
Labour Cess @1% 3,20,174.55 x 1 % 3,201.75
3,23,376.29
92.39
92.40
5-22
Note:-
5-22-1
Unit = Cum
Taking output = 205 Cum (450 Tonne)
Code Unit Qty. Amount
PL14 day 1.00 444.00 / Day 444.00
PL15 day 12.00 420.00 / Day 5,040.00
PL17 day 5.00 510.00 / Day 2,550.00
PMC010 hours 6.00 1170.40 / hours 7,022.40
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC056 hours 6.00 3383.52 / hours 20,301.12
PMC059 hours 3.90 1170.40 / hours 4,564.56
PMC066 hours 3.90 687.61 / hours 2,681.68
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC078 hours 1.00 321.86 / hours 321.86
PMC080 hours 6.00 16093.00 / hours 96,558.00
1. These mixes are considered suitable for minor repair work and temporary
road surface improvement.
2. In case concrete mixtures are required to be used for mixing, a number of
these will be needed to match the capacity of road rollers.
3. Tack coat, where provided, will be measured and paid separately.
*4.Both the rollers have to be available at site to match with the output of
batch mixing plant and paver finisher. A multiplying factor of 0.65 has been
adopted to cater for the idling period of road rollers.
Front end-loader 1 cum bucket capacity
Paver Finisher Hydrostatic with sensor
control 100 TPHPneumatic Road Roller
Smooth Wheeled Roller 8 tonne
Tipper 5.5 cum in tonne.km
Water Tanker
Add 10 % of cost of carriage to cover
cost of loading and unloading
Cost For 3500 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Electric generator set, 125 KVA
Batch type cold mixing plant 100-120
TPH capacity producing an average
output of 75 tonne per hour
Recipe Cold Mix
(Providing and laying of premix of crushed stone aggregates and emulsion binder, mixed in a
batch type cold mixing plant, laid over prepared surface, by paver finisher, rolled with a
pneumatic tyred roller initially and finished with a smooth steel wheel roller, all as per clause
519.3)
75 mm thickness
___________________________________________________________________________________________________Page no. 132 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0017 Cum 297.00 1472.00 / Cum 4,37,184.00
PM0144 KL 6.00 135.00 / KL 810.00
PM0043 Tonne 20.25 38150.21 / MT 7,72,541.75
13,81,630.07
Over Head excluding Tax (10%-4%) @6% 13,81,630.07 x 6 % 82,897.80
Contractor's Profit @10% 14,64,527.88 x 10 % 1,46,452.79
Labour Cess @1% 16,10,980.66 x 1 % 16,109.81
16,27,090.47
7,937.03
7,937.00
5-22-2
Unit = Cum
Taking output = 205 Cum (450 Tonne)
Code Unit Qty. Amount
PL14 day 1.00 444.00 / Day 444.00
PL15 day 12.00 420.00 / Day 5,040.00
PL17 day 5.00 510.00 / Day 2,550.00
PMC010 hours 6.00 1170.40 / hours 7,022.40
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC056 hours 6.00 3383.52 / hours 20,301.12
PMC059 hours 3.90 1170.40 / hours 4,564.56
PMC066 hours 3.90 687.61 / hours 2,681.68
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC078 hours 1.00 321.86 / hours 321.86
PMC080 hours 6.00 16093.00 / hours 96,558.00
PM0196 Cum 287.00 3370.83 / Cum 9,67,428.21
PM0144 KL 6.00 135.00 / KL 810.00
PM0043 Tonne 31.50 38150.21 / MT 12,01,731.62
23,41,064.14
Over Head excluding Tax (10%-4%) @6% 23,41,064.14 x 6 % 1,40,463.85
Contractor's Profit @10% 24,81,527.99 x 10 % 2,48,152.80
Mazdoor/Beldar (Skilled)
Machine
Electric generator set, 125 KVA
Front end-loader 1 cum bucket capacity
Paver Finisher Hydrostatic with sensor
control 100 TPHPneumatic Road Roller
Smooth Wheeled Roller 8 tonne
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Water Tanker
Batch type cold mixing plant 100-120
TPH capacity producing an average
output of 75 tonne per hour
Material
Aggregates 13.2/12.5 mm nominal size
Water
Bitumen Emulsion (SS-1)
Total Resource Cost
Total Resource Cost
Cost For 205 Cum
Rate per Cum
Say Rs. Per Cum
Water
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Aggregate (Single size) : 40 mm
nominal size
Bitumen Emulsion (SS-1)
40 mm thickness
___________________________________________________________________________________________________Page no. 133 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 27,29,680.79 x 1 % 27,296.81
27,56,977.60
13,448.67
13,448.70
5-22-3
Unit = Cum
Taking output = 205 Cum (450 Tonne)
Code Unit Qty. Amount
PL14 day 1.00 444.00 / Day 444.00
PL15 day 12.00 420.00 / Day 5,040.00
PL17 day 5.00 510.00 / Day 2,550.00
PMC010 hours 6.00 1170.40 / hours 7,022.40
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC056 hours 6.00 3383.52 / hours 20,301.12
PMC059 hours 3.90 1170.40 / hours 4,564.56
PMC066 hours 3.90 687.61 / hours 2,681.68
PMC068 MT.Km 4,500 4.79 / MT.Km 21,555.00
21555.00 x 10% 2,155.50
PMC078 hours 1.00 321.86 / hours 321.86
PMC080 hours 6.00 16093.00 / hours 96,558.00
PM0195 Cum 270.00 3370.83 / Cum 9,10,124.10
PM0144 KL 6.00 135.00 / KL 810.00
PM0043 Tonne 38.25 38150.21 / MT 14,59,245.53
25,41,273.95
Over Head excluding Tax (10%-4%) @6% 25,41,273.95 x 6 % 1,52,476.44
Contractor's Profit @10% 26,93,750.39 x 10 % 2,69,375.04
Labour Cess @1% 29,63,125.43 x 1 % 29,631.25
29,92,756.68
14,598.81
14,598.80
Water Tanker
Batch type cold mixing plant 100-120
TPH capacity producing an average
output of 75 tonne per hour
Material
Aggregates 6 mm nominal size
Water
Bitumen Emulsion (SS-1)
Total Resource Cost
Cost For 205 Cum
Rate per Cum
Say Rs. Per Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Electric generator set, 125 KVA
Front end-loader 1 cum bucket capacity
Paver Finisher Hydrostatic with sensor
control 100 TPHPneumatic Road Roller
Smooth Wheeled Roller 8 tonne
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Cost For 205 Cum
25 mm thickness
___________________________________________________________________________________________________Page no. 134 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 6 - CEMENT CONCRETE PAVEMENTS
6-1
Unit = Cum
Taking output = 450.00 Cum (990.00Tonne)
Crushed stone coarse aggregate as per table 600-1 @ 0.90 cum/cum
Coarse Sand as per IS: 383 @ 0.45 cum/cum of concrete
Cement @ 150 kg/cum of concrete
Code Unit Qty. Amount
PL14 day 1.12 444.00 / Day 497.28
PL15 day 22.00 420.00 / Day 9,240.00
PL17 day 6.00 510.00 / Day 3,060.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC034 hours 8.00 2194.50 / hours 17,556.00
PMC056 hours 6.00 3383.52 / hours 20,301.12
PMC068 MT.Km 9,900 4.79 / MT.Km 47,421.00
47421.00 x 10% 4,742.10
PMC078 hours 8.00 321.86 / hours 2,574.88
PMC084 hours 6.00 1170.40 / hours 7,022.40
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0049 Tonne 67.50 7512.09 / MT 5,07,066.08
PM0123 Cum 203.000 1641.25 / Cum 3,33,173.75
PM0144 KL 48.000 135.00 / KL 6,480.00
PM0061 Cum 405.000 3370.83 / Cum 13,65,186.15
23,38,804.46
Over Head excluding Tax (10%-4%) @6% 23,38,804.46 x 6 % 1,40,328.27
Contractor's Profit @10% 24,79,132.72 x 10 % 2,47,913.27
Labour Cess @1% 27,27,045.99 x 1 % 27,270.46
27,54,316.45
6,120.70
Total Resource Cost
Add 10 % of cost of carriage to cover
cost of loading and unloading
Dry Lean Cement Concrete Sub- base
(Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse
and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25
mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as
per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content
to be determined during trial length construction, concrete strength not to be less than 10
Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic
sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
Cost For Cum
Rate per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Vibratory roller 80-100 kN
Paver Finisher Hydrostatic with sensor
control 100 TPHTipper 5.5 cum in tonne.km
Water Tanker
Cement concrete batch mix plant @ 75
cum per hourGenerator 100 KVA
Material
Cement
Sand (Coarse)
Water
Crushed Stone Aggregate 26.5 mm to
75 micron
___________________________________________________________________________________________________Page no. 135 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
6,120.70
6-2
Note:-
Unit = Cum
Taking output = 1050 Cum (2415 Tonne)
Code Unit Qty. Amount
PL14 day 2.00 444.00 / Day 888.00
PL15 day 35.00 420.00 / Day 14,700.00
PL17 day 15.00 510.00 / Day 7,650.00
PMC012 hours 18.00 1316.70 / hours 23,700.60
PMC017 hours 12.00 1316.70 / hours 15,800.40
PMC077 hours 24,150 4.79 / MT.Km 1,15,678.50
115678.50 x 10% 11,567.85
PMC078 hours 36.00 321.86 / hours 11,586.96
PMC083 hours 6.00 1828.75 / hours 10,972.50
PMC097 hours 6.00 2194.50 / hours 13,167.00
PMC102 hours 12.00 1609.30 / hours 19,311.60
PMC136 hours 2.80 885.78 / day 310.02
PMC137 hours 6.00 19351.50 / day 14,513.63
PM0196 Cum 945.00 3370.83 / Cum 31,85,434.35
PM0049 Tonne 414.000 7512.09 / MT 31,10,005.26
Generator 250 KVA
Texturing machine (for rigid pavement)
Road sweeper
Slip form paver with sensor.
Material
Aggregates 13.2/12.5 mm nominal size
(@0.90 Cum/Cum)
Cement
(@ 400 kg./ Cum of Concrete)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Joint cutting machine with 2-3 blades
Truck 5.5 cum per 10 tonnes (in
tonne.km)
Add 10 % of cost of carriage to cover
cost of loading and unloading
Cement Concrete Pavement
(Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a
prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate
conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a
batching and mixing plant as per approved mix design, transported to site, laid with a fixed
form or slip form paver, spread, compacted and finished in a continuous operation including
provision of contraction, expansion, construction and longitudinal joints, joint filler, separation
membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as
approved, curing compound, finishing to lines and grades as per drawing )
Say Rs. Per Cum
The quantities for cement, coarse aggregate and fine aggregates are for
estimating only .The exact quantities will be as per mix design.
Machine
Front end-loader 1 cum bucket capacity
Water Tanker
Cement concrete batch mix plant @
175 cum per hour (effective output)
___________________________________________________________________________________________________Page no. 136 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0067 Litre 1,850 100.00 / litre 1,85,000.00
PM0248 Kg. 875.000 24.00 / Kg. 21,000.00
PM0226 Kg. 116.670 442.00 / Kg. 51,568.14
PM0263 Sqm 16.330 21.00 / Sqm 342.93
PM0297 Kg. 2,070 51.00 / Kg. 1,05,570.00
PM0108 Sqm 3,675 6.60 / Sqm 24,255.00
PM0260 Sqm 46.67 5.10 / Sqm 238.02
PM0123 Cum 473.000 1641.25 / Cum 7,76,311.25
PM0128 Tonne 9.450 43500.09 / M.T. 4,11,075.85
PM0127 Tonne 1.170 58912.09 / M.T. 68,927.15
PM0144 KL 216.000 135.00 / KL 29,160.00
7968887.94 x 1% 79,688.88
83,08,423.88
Over Head excluding Tax (10%-4%) @6% 83,08,423.88 x 6 % 4,98,505.43
Contractor's Profit @10% 88,06,929.31 x 10 % 8,80,692.93
Labour Cess @1% 96,87,622.24 x 1 % 96,876.22
97,84,498.47
9,318.57
9,318.60
Water
Total Resource Cost
Curing compound
Cost For 1050 Cum
Rate per Cum
Say Rs. Per Cum
Steel Reinforcement (HYSD Bars) -Fe
500/500D(for 16 mm deformed steel tie bars of
grade S 415)
Joint Sealant Compound
Epoxy primer
Plastic sheath, 1.25 mm thick for dowel
bars
Add 1 per cent of material for cost of
miscellaneous materials like tarpauline,
Hessian cloth, metal cap, cotton /
compressible sponge and cradle for
dowel bars, work bridges for men to
approach concrete surface without
walking over it, cutting blades and
bites, minor equipments like scabbling
machine, threads, ropes, guide wires
and any other unforeseen items.
Pre moulded Joint filler,25 mm thick for
expansion joint.
Super plastisizer admixture IS marked
as per 9103-1999
(@ 0.5% by Weight of Cement)
Polythene sheet (125 micron)
Sand (Coarse)
(@0.45 Cum/Cum)
Steel Reinforcement (MS Round Bars)-
Fe 415
(For dowel bar 32 mm dia of grade S
240.)
___________________________________________________________________________________________________Page no. 137 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
6-3
Note:-
Unit = Cum
Taking output = 450 Cum ( 990 Tonne)
Code Unit Qty. Amount
PL14 day 1.20 444.00 / Day 532.80
PL15 day 7.00 420.00 / Day 2,940.00
PL17 day 23.00 510.00 / Day 11,730.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC034 hours 8.00 2194.50 / hours 17,556.00
PMC056 hours 6.00 3383.52 / hours 20,301.12
PMC068 hours 9,900 4.79 / MT.Km 47,421.00
47421.00 x 10% 4,742.10
PMC078 hours 8.00 321.86 / hours 2,574.88
PMC084 hours 6.00 1170.40 / hours 7,022.40
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0049 Tonne 90.00 7512.09 / MT 6,76,088.10
PM0123 Cum 203.00 1641.25 / Cum 3,33,173.75
PM0144 KL 48.00 135.00 / KL 6,480.00
PM0196 Cum 405.00 3370.83 / Cum 13,65,186.15
25,10,232.00
Over Head excluding Tax (10%-4%) @6% 25,10,232.00 x 6 % 1,50,613.92
Contractor's Profit @10% 26,60,845.92 x 10 % 2,66,084.59
Labour Cess @1% 29,26,930.51 x 1 % 29,269.31
29,56,199.82
The quantities for cement, coarse aggregate and fine aggregates are for
estimating only .The exact quantities will be as per mix design.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Rolled Cement Concrete Base
(Construction of rolled cement concrete base course with coarse and fine aggregate
conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum,
aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate
gradation to be as per table 600-4 after blending, mixing in batching plant at optimum
moisture content, transporting to site, laying with a paver with electronic sensor, compacting
with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength,
finishing and curing.)
Sand (Coarse)
Water
Aggregates 13.2/12.5 mm nominal size
(@0.45 Cum/Cum)
Total Resource Cost
Cost For 450 Cum
Machine
Front end-loader 1 cum bucket capacity
Vibratory roller 80-100 kN
Paver Finisher Hydrostatic with sensor
control 100 TPH
Add 10 % of cost of carriage to cover
cost of loading and unloading
Tipper 5.5 cum in tonne.km
Water Tanker
Cement concrete batch mix plant @ 75
cum per hourGenerator 100 KVA
Material
Cement
(@0.90 Cum/Cum)
(@ 200 kg./ Cum of Concrete)
___________________________________________________________________________________________________Page no. 138 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
6,569.33
6,569.30
6-4
6-5
Note:-
Unit = Cum
Taking output = 450 Cum ( 990 Tonne)
Code Unit Qty. Amount
PL14 day 1.12 444.00 / Day 497.28
PL15 day 22.00 420.00 / Day 9,240.00
PL17 day 6.00 510.00 / Day 3,060.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC034 hours 8.00 2194.50 / hours 17,556.00
Rate per Cum
Say Rs. Per Cum
Transition section between rigid and flexible pavement
(Due to change in the properties of materials and type of construction, a gradual changeover
from rigid pavement to flexible pavement is desirable to avoid any damage at the butting
joint. After provision of an expansion joint in the cement concrete slab, the thickness of slab
should be tapered to 10 cm over a length of 3 m towards the flexible pavement. The
deficiency of thickness caused due to tapering of the slab should be made up by the
asphaltic layers.)
Construction of Base/Sub-base of pavement with lean concrete - fly ash.
(Construction of Base/sub-base using cement, sand, fly ash and coarse aggregates
proportioned as per table 4 of IRC: 74/1979 and with water content ratio, slump and
compressive strength as defined in the said table, mix prepared in a batching and mixing
plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid
down vide clause 7.6.3 of IRC: 74-1979, construction joints properly formed at the end of
day's work, cured for 14 days, all as specified in IRC: 74-1979 and as per approved plans.)
The quantities of items should be worked out based on the approved design and drawings
and priced as per rates given under respective clauses for cement concrete and asphaltic
work.
Rate
Labour
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Vibratory roller 80-100 kN
1.Depending upon approved designs, crushed stone aggregates of nominal
size 20mm can also be used as per gradation given in table 2 of IRC: 74-
1979.
2.The ratio of specific gravities of fly ash and sand has been assumed to be
0.827.
3.The quantities of materials given in the analyses are for estimating
purposes. Actual quantities shall be as per job mix formula.
4.Construction procedure as laid down in clause, of IRC: 74-1979 shall be
followed.
Resource
Mate
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC056 hours 6.00 3383.52 / hours 20,301.12
PMC068 hours 9,900 4.79 / MT.Km 47,421.00
47421.00 x 10% 4,742.10
PMC078 hours 8.00 321.86 / hours 2,574.88
PMC084 hours 6.00 1170.40 / hours 7,022.40
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0049 Tonne 67.50 7512.09 / MT 5,07,066.08
PM0123 Cum 110.96 1641.25 / Cum 1,82,113.10
PM0168 Cum 91.54 1826.74 / Cum 1,67,219.78
PM0017 Cum 405.00 1472.00 / Cum 5,96,160.00
15,79,457.43
Over Head excluding Tax (10%-4%) @6% 15,79,457.43 x 6 % 94,767.45
Contractor's Profit @10% 16,74,224.88 x 10 % 1,67,422.49
Labour Cess @1% 18,41,647.37 x 1 % 18,416.47
18,60,063.84
4,133.48
4,133.50
6-6 Cement - Fly ash concrete pavement.
(Construction reinforced-reinforced, dowel jointed, plain cement concrete pavement over a
prepared sub base with 43 grade cement, coarse and fine aggregate conforming to IS 383,
maximum size of coarse aggregate not exceeding 25 mm, replacing cement by fly ash to the
extent of 15% and sand by 10%, mixed in a batching and mixing plant as per approved mix
design, transported to site, laid with a fixed form or slip form paver, spread, compacted and
finished in a continuous operation including provision of contraction, expansion, construction
and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant,
debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to
lines and grades as per drawing )
Paver Finisher Hydrostatic with sensor
control 100 TPH
Tipper 5.5 cum in tonne.km
Add 10 % of cost of carriage to cover
cost of loading and unloading
Water Tanker
Cement concrete batch mix plant @ 75
cum per hourGenerator 100 KVA
Material
Cement
(@ 150 kg./ Cum of Concrete)
Sand (Coarse)
Fly ash conforming to IS: 3812 ( Part II
& I) atHMP Plant / Batching Plant /
Crushing Plant
Aggregate (Single size) : 40 mm
nominal size
(@0.90 Cum/Cum)
Total Resource Cost
Cost For 450 Cum
Rate per Cum
Say Rs. Per Cum
(Total fine aggregates = 450 x 0.45 =
202.50 cum To be divided in ratio of 2
sand : 1.65 flyash. Refer table 4 of IRC:
74-1979).
___________________________________________________________________________________________________Page no. 140 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Cum
Taking output = 1050 Cum (2415 Tonne)
Code Unit Qty. Amount
PL14 day 2.00 444.00 / Day 888.00
PL15 day 35.00 420.00 / Day 14,700.00
PL17 day 15.00 510.00 / Day 7,650.00
PMC012 hours 18.00 1316.70 / hours 23,700.60
PMC017 hours 12.00 1316.70 / hours 15,800.40
PMC077 hours 24,150 4.79 / MT.Km 1,15,678.50
115678.50 x 10% 11,567.85
PMC078 hours 36.00 321.86 / hours 11,586.96
PMC083 hours 6.00 1828.75 / hours 10,972.50
PMC097 hours 6.00 2194.50 / hours 13,167.00
PMC102 hours 12.00 1609.30 / hours 19,311.60
PMC136 hours 2.80 885.78 / day 310.02
PMC137 hours 6.00 19351.50 / day 14,513.63
PM0196 Cum 945.00 3370.83 / Cum 31,85,434.35
PM0049 Tonne 357.000 7512.09 / MT 26,81,816.13
PM0168 Tonne 109.000 1826.74 / Cum 1,99,114.66
PM0067 Litre 1,850 100.00 / litre 1,85,000.00
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Front end-loader 1 cum bucket capacity
Joint cutting machine with 2-3 blades
Truck 5.5 cum per 10 tonnes (in
tonne.km)
Add 10 % of cost of carriage to cover
cost of loading and unloading
Water Tanker
1.The quantities for cement, coarse aggregate and fine aggregates are for estimating
only .The exact quantities will be as per mix design.
2.IRC: 68-1976 may be referred for guidelines on the design of cement-fly ash
concrete for rigid pavement construction.
*Calculation of cement, sand and fly ash.
Cement @ 400 kg/cum = 1050 x 400 = 420 tonnes. 15 per cent of cement to be
replaced by fly ash = 63 tonnes. Balance cement = 357 tonnes. Quantity of fly ash =
63 x specific gravity of fly ash /specific gravity of cement = 63 x 2.25/3.15 = 45
tonnes.
Sand @ 0.45 cum / cum of concrete = 1050 x 0.45 = 472.50 x 1.6 = 756 tonnes.10
per cent to be replaced by flyash. Balance sand = 756 x 0.9 = 680.4 tonnes = 680.4 /
1.6 = 425 cum. Quantity of flyash = (756-680.4) x specific gravity of fly ash/specific
gravity of sand = 76.4 x 2.25 / 2.687 = 63.97 tonnes (say 64 tonnes)
Fly ash Total fly ash = 45 + 64 = 109 tonnes.
Cement concrete batch mix plant @
175 cum per hour (effective output)Generator 250 KVA
Texturing machine (for rigid pavement)
Road sweeper
Slip form paver with sensor.
Material
Aggregates 13.2/12.5 mm nominal size
(@0.90 Cum/Cum)
Cement
Fly ash conforming to IS: 3812 ( Part II
& I) atHMP Plant / Batching Plant /
Crushing Plant
Curing compound
___________________________________________________________________________________________________Page no. 141 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0248 Kg. 875.000 24.00 / Kg. 21,000.00
PM0226 Kg. 116.670 442.00 / Kg. 51,568.14
PM0263 Sqm 16.330 21.00 / Sqm 342.93
PM0297 Kg. 2,070 51.00 / Kg. 1,05,570.00
PM0108 Sqm 3,675 6.60 / Sqm 24,255.00
PM0260 Sqm 46.67 5.10 / Sqm 238.02
PM0123 Cum 425.000 1641.25 / Cum 6,97,531.25
PM0128 Tonne 9.450 43500.09 / M.T. 4,11,075.85
PM0127 Tonne 1.170 58912.09 / M.T. 68,927.15
PM0144 KL 216.000 135.00 / KL 29,160.00
7661033.47 x 1% 76,610.33
79,97,490.87
Over Head excluding Tax (10%-4%) @6% 79,97,490.87 x 6 % 4,79,849.45
Contractor's Profit @10% 84,77,340.32 x 10 % 8,47,734.03
Labour Cess @1% 93,25,074.35 x 1 % 93,250.74
94,18,325.09
8,969.83
8,969.80
Plastic sheath, 1.25 mm thick for dowel
bars
Sand (Coarse)
(@0.45 Cum/Cum)
Steel Reinforcement (MS Round Bars)-
Fe 415
(For dowel bar 32 mm dia of grade S
240.)
Steel Reinforcement (HYSD Bars) -Fe
500/500D(for 16 mm deformed steel tie bars of
grade S 415)
Water
Add 1 per cent of material for cost of
miscellaneous materials like tarpauline,
Hessian cloth, metal cap, cotton /
compressible sponge and cradle for
dowel bars, work bridges for men to
approach concrete surface without
walking over it, cutting blades and
bites, minor equipments like scabbling
machine, threads, ropes, guide wires
and any other unforeseen items.
Total Resource Cost
Cost For 1050 Cum
Rate per Cum
Say Rs. Per Cum
Joint Sealant Compound
Epoxy primer
Pre moulded Joint filler,25 mm thick for
expansion joint.
Super plastisizer admixture IS marked
as per 9103-1999
(@ 0.5% by Weight of Cement)
Polythene sheet (125 micron)
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 7 - GEOSYNTHETICS AND REINFORCED EARTH
7-1
Note:-
Unit = Rmt
Taking output = 1 Rmt
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL15 day 0.50 420.00 / Day 210.00
PL17 day 0.25 510.00 / Day 127.50
PM0234 Sqm 1.00 27.10 / Sqm 27.10
PM0235 Sqm 1.00 27.10 / Sqm 27.10
PM0236 Sqm 2.00 27.10 / Sqm 54.20
108.40 x 2% 2.17
465.83
Over Head excluding Tax (10%-4%) @6% 465.83 x 6 % 27.95
Contractor's Profit @10% 493.78 x 10 % 49.38
Labour Cess @1% 543.16 x 1 % 5.43
548.59
548.59
548.60
7-2
Note:-
Rate per Rmt
Say Rs. Per Rmt
Geonets, geomembrane and geotextile to make planar geocomposite stable
network for sub surface drain including wrapping of joints with 160 mm over
lapping with geotextile
Add 2 per cent cost of material for
miscellaneous items like synthetic cord
Cost For 1 Rmt
Rate
Labour
Beldar/mazdoor (unskilled)
Material
Total Resource Cost
Sub- Surface Drain with Geotextiles
(Construction of sub surface drain 200 mm dia using geotextiles treated with carbon black
with physical properties as given in clause 702.2.3 formed in to a stable network and a planar
geocomposite structure, joints wrapped with geotextile to prevent ingress of soil, all as per
clause 702 and approved drawings including excavation and backfilling)
Narrow Filter Sub- Surface Drain (Construction of a narrow filter sub- surface drain
consisting of porous or perforated pipe laid in narrow trench surrounded by a
geotextile filter fabric, with a minimum of 450 mm overlap of fabric and installed as per
clause 702.3 and 309.3.5 including excavation and backfilling)
Resource
Mate
Mazdoor/Beldar (Skilled)
Surplus excavated material to be used at site. Hence seprate cost for
disposal not added.
Surplus excavated material to be used at site. Hence seprate cost for
disposal not added.
Geomembrane
Geonets
Geotextile
___________________________________________________________________________________________________Page no. 143 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Taking output = 1 Rmt
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL15 day 0.50 420.00 / Day 210.00
PL17 day 0.25 510.00 / Day 127.50
PM0237 Sqm 1.25 27.10 / Sqm 33.88
PM0256 Rmt 1.00 507.00 / Rmt 507.00
540.88 x 2% 10.82
906.95
Over Head excluding Tax (10%-4%) @6% 906.95 x 6 % 54.42
Contractor's Profit @10% 961.37 x 10 % 96.14
Labour Cess @1% 1,057.51 x 1 % 10.58
1,068.08
1,068.08
1,068.10
7-3
Unit = Sqm
Taking output = 2800 Sqm
Code Unit Qty. Amount
PL14 day 0.80 444.00 / Day 355.20
PL15 day 20.00 420.00 / Day 8,400.00
PMC038 hours 1.68 1190.35 / hours 1,999.79
PMC059 hours 1.40 1170.40 / hours 1,638.56
PMC136 hours 2.24 885.78 / day 248.02
PM0041 Tonne 2.80 42589.21 / MT 1,19,249.79
PM0255 Sqm 2,940.00 9.30 / Sqm 27,342.00
Machine
Bitumen Pressure Distributor
Pneumatic Road Roller
Road sweeper
Bitumen VG-10 (Bulk)
Paving Fabric
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Laying Paving Fabric Beneath a Pavement Overlay
(Providing and laying paving fabric with physical requirements as per table 704-2 over a tack
coat of paving grade Bitumen 80-100 penetration, laid at the rate of 1 kg per sqm over
thoroughly cleaned and repaired surface to provide a water resistant membrane and crack
retarding layer. Paving fabric to be free of wrinkling and folding and to be laid before cooling
of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric
contact with pavement surface)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Geotextile filter fabric
Perforated geosynthetic pipe 150 mm
dia
Add 2 per cent cost of material for
miscellaneous items like synthetic cord
___________________________________________________________________________________________________Page no. 144 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,59,233.35
Over Head excluding Tax (10%-4%) @6% 1,59,233.35 x 6 % 9,554.00
Contractor's Profit @10% 1,68,787.36 x 10 % 16,878.74
Labour Cess @1% 1,85,666.09 x 1 % 1,856.66
1,87,522.75
66.97
67.00
7-4
Unit = Cum
Taking output = 3 Cum
Code Unit Qty. Amount
PL14 day 0.06 444.00 / Day 26.64
PL15 day 1.50 420.00 / Day 630.00
PL17 day 0.50 510.00 / Day 255.00
PM0162 Cum 3.45 1020.00 / Cum 3,519.00
PM0165 Cum 0.45 110.00 / Cum 49.50
PM0218 No. 50.00 6.00 / Nos. 300.00
PM0233 Sqm 21.00 27.10 / Sqm 569.10
PM0262 Rmt 20.00 1.20 / Rmt 24.00
5,373.24
Over Head excluding Tax (10%-4%) @6% 5,373.24 x 6 % 322.39
Contractor's Profit @10% 5,695.63 x 10 % 569.56
Labour Cess @1% 6,265.20 x 1 % 62.65
6,327.85
2,109.28
2,109.30
Polymer braids
Total Resource Cost
Cost For 3 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Boulder with minimum size of 300 mm
for Pitching at Site
Total Resource Cost
Cost For 2800 Sqm
Mazdoor/Beldar (Skilled)
Gravel/Quarry spall at Site
Connectors/ Staples
Geo grids
Rate per Sqm
Say Rs. Per Sqm
Laying Boulder Apron in Crates of Synthetic Geogrids
(Providing, preparing and laying of geogrid crated apron 1 m x 5 m, 600 mm thick including
excavation and backfilling with baffles at 1 metre interval, made with geogrids having
characteristics as per clause 704.2, joining sides with connectors/ring staples, top corners to
be tie tensioned, placing of suitable cross interval ties in layers of 300 mm connecting
opposite side with lateral braces and tied with polymer braids to avoid bulging, constructed
as per clause 704.3. filled with stone with minimum size of 200 mm and specific gravity not
less than 2.65, packed with stone spalls, keyed to the foundation recess in case of sloping
ground and laid over a layer of geotextile to prevent migration of fines, all as per clause 704
and laid as per clause 2503.3 and approved design.)
___________________________________________________________________________________________________Page no. 145 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
7-5
7-5-1
7-5-1-A
7-5-1-A-1
Unit = Rmt
Taking output = 450 Rmt
Code Unit Qty. Amount
PL14 day 0.36 444.00 / Day 159.84
PL15 day 6.00 420.00 / Day 2,520.00
PL17 day 3.00 510.00 / Day 1,530.00
PM0274 Rmt 495.00 163.07 / Rmt 80,719.65
80719.65 x 10% 8,071.97
93,001.46
Over Head excluding Tax (10%-4%) @6% 93,001.46 x 6 % 5,580.09
Contractor's Profit @10% 98,581.54 x 10 % 9,858.15
Labour Cess @1% 1,08,439.70 x 1 % 1,084.40
1,09,524.09Cost For 450 Rmt
Reinforced earth Structures have four main components as under:
a) Excavation for foundation, foundation concrete and cement concrete grooved seating in
the foundation for facing elements (facia material).
b) Facia material and its placement.
c) Assembling, joining with facing elements and laying of the reinforcing elements.
d) Earth fill with granular material which is to be retained by the wall.
Each component is analysed separately as under:
considering Average height of wall = 8 m.
Material
Reinforcement strips 60 mm wide 5 mm
thick as per clause 3102. (Galvanised
carbon steel strips)
Add 10 per cent of the cost of
reinforcing strip towards accessories
like tie-strips, nuts and bolts and
loops/lugs for joining reinforcing
elements with the facia pannels,
overlaps, heat bonding or extension.
Total Resource Cost
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Reinforced Earth Retaining Wall
(Reinforced earth retaining walls have four main components as under: a) Excavation for
foundation, foundation concrete and cement concrete grooved seating in the foundation for
facing elements (facia material). b) Facia material and its placement. c) Assembling,
joining with facing elements and laying of the reinforcing elements. d) Earthfill with granular
material which is to be retained by the wall.)
Assembling, joining and laying of reinforcing elements.
With reinforcing element of steel / Aluminium strips / polymeric strips.
Galvanised carbon steel strips
___________________________________________________________________________________________________Page no. 146 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
243.39
243.40
7-5-1-A-2
Unit = Rmt
Taking output = 450 Rmt
Code Unit Qty. Amount
PL14 day 0.36 444.00 / Day 159.84
PL15 day 6.00 420.00 / Day 2,520.00
PL17 day 3.00 510.00 / Day 1,530.00
PM0273 Rmt 495.00 1044.50 / Rmt 5,17,027.50
517027.50 x 10% 51,702.75
5,72,940.09
Over Head excluding Tax (10%-4%) @6% 5,72,940.09 x 6 % 34,376.41
Contractor's Profit @10% 6,07,316.50 x 10 % 60,731.65
Labour Cess @1% 6,68,048.14 x 1 % 6,680.48
6,74,728.63
1,499.40
1,499.40
7-5-1-A-3
Unit = Rmt
Taking output = 450 Rmt
Code Unit Qty. Amount
PL14 day 0.36 444.00 / Day 159.84
PL15 day 6.00 420.00 / Day 2,520.00
PL17 day 3.00 510.00 / Day 1,530.00
PM0277 Rmt 495.00 587.00 / Rmt 2,90,565.00Reinforcement strips 60 mm wide 5 mm
thick as per clause 3102. Aluminium
strips)
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Reinforcement strips 60 mm wide 5 mm
thick as per clause 3102. (Copper
Strips)
Add 10 per cent of the cost of
reinforcing strip towards accessories
like tie-strips, nuts and bolts and
loops/lugs for joining reinforcing
elements with the facia pannels,
overlaps, heat bonding or extension.
Total Resource Cost
Cost For 450 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Copper Strips
Aluminium Strips
___________________________________________________________________________________________________Page no. 147 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
290565.00 x 10% 29,056.50
3,23,831.34
Over Head excluding Tax (10%-4%) @6% 3,23,831.34 x 6 % 19,429.88
Contractor's Profit @10% 3,43,261.22 x 10 % 34,326.12
Labour Cess @1% 3,77,587.34 x 1 % 3,775.87
3,81,363.22
847.47
847.50
7-5-1-A-4
Unit = Rmt
Taking output = 450 Rmt
Code Unit Qty. Amount
PL14 day 0.36 444.00 / Day 159.84
PL15 day 6.00 420.00 / Day 2,520.00
PL17 day 3.00 510.00 / Day 1,530.00
PM0276 Rmt 495.00 589.07 / Rmt 2,91,589.65
291589.65 x 10% 29,158.97
3,24,958.46
Over Head excluding Tax (10%-4%) @6% 3,24,958.46 x 6 % 19,497.51
Contractor's Profit @10% 3,44,455.96 x 10 % 34,445.60
Labour Cess @1% 3,78,901.56 x 1 % 3,789.02
3,82,690.57
850.42
850.40
Rate per Rmt
Say Rs. Per Rmt
Add 10 per cent of the cost of
reinforcing strip towards accessories
like tie-strips, nuts and bolts and
loops/lugs for joining reinforcing
elements with the facia pannels,
overlaps, heat bonding or extension.
Total Resource Cost
Cost For 450 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Reinforcement strips 60 mm wide 5 mm
thick as per clause 3102. (Stainless
steel strips)
Add 10 per cent of the cost of
reinforcing strip towards accessories
like tie-strips, nuts and bolts and
loops/lugs for joining reinforcing
elements with the facia pannels,
overlaps, heat bonding or extension.
Total Resource Cost
Cost For 450 Rmt
Stainless steel strips
___________________________________________________________________________________________________Page no. 148 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
7-5-1-A-5
Unit = Rmt
Taking output = 450 Rmt
Code Unit Qty. Amount
PL14 day 0.36 444.00 / Day 159.84
PL15 day 6.00 420.00 / Day 2,520.00
PL17 day 3.00 510.00 / Day 1,530.00
PM0275 Rmt 495.00 173.74 / Rmt 86,001.30
86001.30 x 10% 8,600.13
98,811.27
Over Head excluding Tax (10%-4%) @6% 98,811.27 x 6 % 5,928.68
Contractor's Profit @10% 1,04,739.95 x 10 % 10,473.99
Labour Cess @1% 1,15,213.94 x 1 % 1,152.14
1,16,366.08
258.59
258.60
7-5-1-B
Unit = Sqm
Taking output = 300 Sqm
Code Unit Qty. Amount
PL14 day 0.36 444.00 / Day 159.84
PL15 day 6.00 420.00 / Day 2,520.00
PL17 day 3.00 510.00 / Day 1,530.00
PM0298 Sqm 300.00 27.10 / Sqm 8,130.00
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Synthetic Geogrids as per clause
3102.8 and approved design and
specifications.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Reinforcement strips 60 mm wide 5 mm
thick as per clause 3102. (Glass
reinforced polymer/fibre reinforced
polymer/polymeric strips)Add 10 per cent of the cost of
reinforcing strip towards accessories
like tie-strips, nuts and bolts and
loops/lugs for joining reinforcing
elements with the facia pannels,
overlaps, heat bonding or extension.
Total Resource Cost
Cost For 450 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Glass reinforced polymer/fibre reinforced polymer/polymeric strips
With reinforcing elements of synthetic geogrids
___________________________________________________________________________________________________Page no. 149 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8130.00 x 10% 813.00
13,152.84
Over Head excluding Tax (10%-4%) @6% 13,152.84 x 6 % 789.17
Contractor's Profit @10% 13,942.01 x 10 % 1,394.20
Labour Cess @1% 15,336.21 x 1 % 153.36
15,489.57
51.63
51.60
7-5-2
Unit = Sqm
Taking output = 75 Sqm
Code Unit Qty. Amount
PL14 day 0.18 444.00 / Day 79.92
PL15 day 3.00 420.00 / Day 1,260.00
PL17 day 1.50 510.00 / Day 765.00
PMC044 hours 6.00 694.26 / hours 4,165.56
6,270.48
12-8-H-2 Cum 13.50 9204.00 / Cum 1,24,254.00
13-6 Tonne 0.38 78310.50 / Tonne 29,757.99
154011.99 x 2% 3,080.24
Over Head excluding Tax (10%-4%) @6% 6,270.48 x 6 % 376.23
Contractor's Profit @10% 6,646.71 x 10 % 664.67
Labour Cess @1% 7,311.38 x 1 % 73.11
1,58,206.24
Mazdoor/Beldar (Skilled)
Sub- Item
Pre-cast RCC M-35 facing elements of
size as per design and 18 cm thick for
75 sqm.
HYSD steel @ 5 kg / sqm
Cost For 75 Sqm
Machine
Cranes c) 3 tonnes
Add 2 per cent of cost of facia pannels,
for all necessary temporary form work,
scaffolding and provision of loops/lugs
for lifting of pannels and joining the
reinforcing elements.
Total Resource Cost
Add 10 per cent of the cost of
reinforcing elements (synthetic
geogrids) for accessories like tie-strips,
nuts and bolts and loops/lugs for joining
reinforcing elements with the facia
pannels, overlaps and other protective
elements for synthetic geogrids.
Total Resource Cost
Cost For 300 Sqm
Rate per Sqm
Say Rs. Per Sqm
Facing elements of RCC
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
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RATE ANALYSIS REPORT
2,109.42
2,109.40
Note:-
7.Length of reinforcing strips will vary with the height of wall and will be as per approved design and
drawings.
8.The type of reinforcing elements to be adopted shall be as per approved design and specifications.
9.The market rate for supply of reinforcing elements and their accessories are to be ascertained from
reputed firms in the field of earth reinforcement.
10.The earth fill material shall be clean, free draining, granular with high friction and low cohesion, non-
corrosive, coarse grained with not 10 per cent of particles passing 75 micron sieve, free of any
deleterious matter, chlorides, salts, acids, alkalies, mineral oil, fungus and microbes and shall be of
specified PH value.
11.Capping beam is to be priced separately as per approved design. The rate for cement concrete shall
be taken from the chapter of sub-structure in bridge section.
12.The cost of reinforced earth retaining wall shall include following:
(I) Excavation for foundation including backfilling.
(ii) Foundation concrete as per approved design.
(iii) Cost of facial pannels and their erection .
(iv) Cost of reinforcing elements including their fixing and joining with the facial pannels.
(v) Drainage arrangement including filter media as per approved design and drawings.
13. The compacted earth filling to be retained shall form part of embankment.
Rate per Sqm
Say Rs. Per Sqm
1.The specification and construction details to be adopted shall be as per section 3100 of MoRTH
Specification.
2.Drainage arrangement shall be made as per approved design and drawings.
3.The quantity of filler media shall be calculated as per approved design and specifications and shall be
priced separately.The rate for same to be adopted from chapter 15.
4.Excavation for foundation including foundation concrete and groove in the foundation for seating of
bottom most facia panel and capping beam to be calculated as per design and priced separately. The
rates for excavation and foundation concrete shall be taken from the chapter 12 & 13 in bridge section.
5.The earth fill to be retained is not included in this analysis. The same is to be worked out and provided
separately complete as per clause 305.
6.For compaction of Earthwork, attention is invited to clause 3105.5 of MoRTH Specification.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 8 - TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES
8-1
8-1-A
Unit = Rmt
Taking output = 360 Rmt
Cement concrete of grade M20 = 12.60 cum
Cement concrete of grade M10 for base= 11.61 cum
Total Concrete = 24.21 cu.m
Code Unit Qty. Amount
PL14 day 0.72 444.00 / Day 319.68
PL12 day 2.00 600.00 / Day 1,200.00
PL15 day 16.00 420.00 / Day 6,720.00
PMC007 hours 12.00 183.54 / hours 2,202.48
PMC053 hours 6.00 292.60 / hours 1,755.60
PMC078 hours 5.00 321.86 / hours 201.16
PM0016 Cum 21.79 3370.83 / Cum 73,450.39
PM0049 Tonne 5.70 7512.09 / MT 42,818.91
PM0144 KL 30.00 135.00 / KL 4,050.00
PM0123 Cum 10.90 1641.25 / Cum 17,889.63
1,50,607.85
Over Head excluding Tax (10%-4%) @6% 1,50,607.85 x 6 % 9,036.47
Contractor's Profit @10% 1,59,644.32 x 10 % 15,964.43
Labour Cess @1% 1,75,608.75 x 1 % 1,756.09
1,77,364.84
492.68
492.70
8-1-B
Unit = Rmt
Taking output = 360 Rmt
Cement concrete of grade M20 = 12.60 cum
Cement concrete of grade M10 for base= 11.61 cum
Total Concrete = 24.21 cu.m
Code Unit Qty. Amount
Cast in Situ Cement Concrete M20 kerb
(Construction of cement concrete kerb with top and bottom width 115 and 165 mm
respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick,
foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying
machine, foundation concrete laid manually, all complete as per clause 408)
Using Concrete Mixer
Using Concrete Batching and Mixing Plant
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Kerb Casting Machine
Water Tanker
Material
Aggregate (Single size) : 20 mm
nominal size
Total Resource Cost
Cost For 360 Rmt
Rate per Rmt
Say Rs. Per Rmt
Mason 1st class
Cement
Water
Sand (Coarse)
Resource Rate
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.12 444.00 / Day 53.28
PL12 day 1.00 600.00 / Day 600.00
PL15 day 2.00 420.00 / Day 840.00
PMC037 hours 1.60 3130.82 / hours 5,009.31
PMC053 hours 6.00 292.60 / hours 1,755.60
PMC028 hours 6.00 695.59 / hours 4,173.54
PMC078 hours 5.00 321.86 / hours 201.16
PM0016 Cum 21.79 3370.83 / Cum 73,450.39
PM0049 Tonne 5.70 7512.09 / MT 42,818.91
PM0144 KL 30.00 135.00 / KL 4,050.00
PM0123 Cum 10.90 1641.25 / Cum 17,889.63
1,50,841.82
Over Head excluding Tax (10%-4%) @6% 1,50,841.82 x 6 % 9,050.51
Contractor's Profit @10% 1,59,892.33 x 10 % 15,989.23
Labour Cess @1% 1,75,881.56 x 1 % 1,758.82
1,77,640.38
493.45
493.40
8-2
8-2-A
Unit = Rmt
Taking output = 300 Rmt
Cement concrete of grade M20 = 17.48 cum
Cement concrete of grade M10 for base= 23.18 cum
Total Concrete = 40.66 cu.m
Code Unit Qty. Amount
PL14 day 0.72 444.00 / Day 319.68
PL12 day 2.00 600.00 / Day 1,200.00
PL15 day 16.00 420.00 / Day 6,720.00
PMC007 hours 16.00 183.54 / hours 2,936.64
PMC053 hours 6.00 292.60 / hours 1,755.60
Cast in Situ Cement Concrete M 20 Kerb with Channel
(Construction of cement concrete kerb with channel with top and bottom width 115 and 165
mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick,
kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb
stone with channel laid with kerb laying machine, foundation concrete laid manually, all
complete as per clause 408)
Using Concrete Mixer
Labour
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Machine
Batching and Mixing Plant (a) 30 cum
capacityKerb Casting Machine
Water Tanker
Material
Aggregate (Single size) : 20 mm
nominal sizeCement
Water
Sand (Coarse)
Total Resource Cost
Cost For 360 Rmt
Rate per Rmt
Say Rs. Per Rmt
Tipper 5.5 cum/10 ton capacity
Resource
Labour
Mate
Rate
Mason 1st class
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Kerb Casting Machine
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC078 hours 6.00 321.86 / hours 241.40
PM0016 Cum 36.59 3370.83 / Cum 1,23,338.67
PM0049 Tonne 9.01 7512.09 / MT 67,683.93
PM0144 KL 36.00 135.00 / KL 4,860.00
PM0123 Cum 18.30 1641.25 / Cum 30,034.88
2,39,090.79
Over Head excluding Tax (10%-4%) @6% 2,39,090.79 x 6 % 14,345.45
Contractor's Profit @10% 2,53,436.24 x 10 % 25,343.62
Labour Cess @1% 2,78,779.86 x 1 % 2,787.80
2,81,567.66
938.56
938.60
8-2-B
Unit = Rmt
Taking output = 300 Rmt
Cement concrete of grade M20 = 17.48 cum
Cement concrete of grade M10 for base= 23.18 cum
Total Concrete = 40.66 cu.m
Code Unit Qty. Amount
PL14 day 0.12 444.00 / Day 53.28
PL12 day 1.00 600.00 / Day 600.00
PL15 day 2.00 420.00 / Day 840.00
PMC037 hours 2.70 3130.82 / hours 8,453.21
PMC053 hours 6.00 292.60 / hours 1,755.60
PMC028 hours 6.00 695.59 / hours 4,173.54
PMC078 hours 6.00 321.86 / hours 241.40
PM0016 Cum 36.59 3370.83 / Cum 1,23,338.67
PM0049 Tonne 9.01 7512.09 / MT 67,683.93
PM0144 KL 36.00 135.00 / KL 4,860.00
PM0123 Cum 18.30 1641.25 / Cum 30,034.88
2,42,034.50
Over Head excluding Tax (10%-4%) @6% 2,42,034.50 x 6 % 14,522.07
Contractor's Profit @10% 2,56,556.57 x 10 % 25,655.66
Labour Cess @1% 2,82,212.23 x 1 % 2,822.12
2,85,034.35
950.11
950.10
Using Concrete Batching and Mixing Plant
Cement
Rate per Rmt
Say Rs. Per Rmt
Water
Sand (Coarse)
Total Resource Cost
Cost For 300 Rmt
Water Tanker
Material
Aggregate (Single size) : 20 mm
nominal sizeCement
Water
Sand (Coarse)
Total Resource Cost
Cost For 300 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Machine
Batching and Mixing Plant (a) 30 cum
capacityKerb Casting Machine
Tipper 5.5 cum/10 ton capacity
Water Tanker
Material
Aggregate (Single size) : 20 mm
nominal size
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-3
8-3-1
Unit = Cm.Ht.per Latter
Taking output = 1600 Cm.Ht (100 Letters of 16 cm ht.)
Code Unit Qty. Amount
PL14 day 0.12 444.00 / Day 53.28
PL15 day 1.00 420.00 / Day 420.00
PL18 day 2.00 528.00 / Day 1,056.00
PM0106 Lit 0.70 237.00 / litre 165.90
1,695.18
Over Head excluding Tax (10%-4%) @6% 1,695.18 x 6 % 101.71
Contractor's Profit @10% 1,796.89 x 10 % 179.69
Labour Cess @1% 1,976.58 x 1 % 19.77
1,996.35
1.25
1.20
8-3-2
Unit = Cm.Ht.per Latter
Taking output = 1600 Cm.Ht (100 Letters of 16 cm ht.)
Code Unit Qty. Amount
PL14 day 0.07 444.00 / Day 31.08
PL15 day 0.50 420.00 / Day 210.00
PL18 day 1.25 528.00 / Day 660.00
PM0106 Lit 0.50 237.00 / litre 118.50
1,019.58
Over Head excluding Tax (10%-4%) @6% 1,019.58 x 6 % 61.17
Contractor's Profit @10% 1,080.75 x 10 % 108.08
Labour Cess @1% 1,188.83 x 1 % 11.89
1,200.72
0.75
0.80
Printing new letter and figures of any shade
(Printing new letter and figures of any shade with synthetic enamel paint black or any other
approved colour to give an even shade)
Hindi
(Matras commas and the like not to be measured and paid for Half letter shall be counted as
half)
English and Roman
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Painter (Ist class)
Paint (Synthetic Enamel)
Total Resource Cost
Total Resource Cost
Cost For 1600 Cm.Ht
Rate per Cm.Ht
Say Rs. Per Cm.Ht
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Painter (Ist class)
Material
Material
Paint (Synthetic Enamel)
Cost For 1600 Cm.Ht
Rate per Cm.Ht
Say Rs. Per Cm.Ht
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-4
Note:-
8-4-1
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.25 420.00 / Day 105.00
PMC031 hours 0.01 526.68 / hours 5.27
PM0101 Kg. 19.00 56312.09 / MT 1,069.93
PM0202 Sqm 0.35 1950.00 / Sqm 682.50
1,867.14
3-13-1-A Cum 0.216 412.40 / Cum 89.08
12-8-A Cum 0.120 7028.90 / Cum 843.47
10-7 Sqm 0.430 3.80 / Sqm 1.63
Over Head excluding Tax (10%-4%) @6% 1,867.14 x 6 % 112.03
Contractor's Profit @10% 1,979.16 x 10 % 197.92
Labour Cess @1% 2,177.08 x 1 % 21.77
3,133.03
3,133.03
3,133.00
8-4-2
Retro- reflectorised Traffic signs
(Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per
IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over
aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm
x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade
cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved
drawing)
90 cm equilateral triangle
60 cm equilateral triangle
Sub- Item
Excavation for foundation
Cement concrete M15 grade
Painting angle iron post two coats
Beldar/mazdoor (unskilled)
Material
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Structural Steel (E 250)
Aluminium sheeting fixed with
encapsulated lens type reflective
sheeting including 2% towards lettering,
cost of angle iron, cost of drilling holes,
nuts, bolts etc.and signs as applicable
Machine
Tractor with trolley.
(75 x 75 x 6 mm)
Resource Rate
Labour
Mate
The depth of foundation and quantity of cement concrete in the foundation
are indicative. These may be increased for areas having higher wind
velocities like in coastal areas. This is applicable to all road signs and
directions boards.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.25 420.00 / Day 105.00
PMC031 hours 0.01 526.68 / hours 5.27
PM0101 Kg. 19.00 56312.09 / MT 1,069.93
1069.93 x 2% 21.40
PM0202 Sqm 0.156 1950.00 / Sqm 304.20
1,510.24
3-13-1-A Cum 0.216 412.40 / Cum 89.08
12-8-A Cum 0.120 7028.90 / Cum 843.47
10-7 Sqm 0.430 3.80 / Sqm 1.63
Over Head excluding Tax (10%-4%) @6% 1,510.24 x 6 % 90.61
Contractor's Profit @10% 1,600.85 x 10 % 160.08
Labour Cess @1% 1,760.93 x 1 % 17.61
2,712.72
2,712.72
2,712.70
8-4-3
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.25 420.00 / Day 105.00
PMC031 hours 0.01 526.68 / hours 5.27
60 cm circular
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Structural Steel (E 250)
(75 x 75 x 6 mm)
Aluminium sheeting fixed with
encapsulated lens type reflective
sheeting including 2% towards lettering,
cost of angle iron, cost of drilling holes,
nuts, bolts etc.and signs as applicable
Total Resource Cost
Sub- Item
Excavation for foundation
Cement concrete M15 grade
Painting angle iron post two coats
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Add 2 per cent of cost of angle iron
towards cost of drilling holes, nuts,
bolts etc.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0101 Kg. 19.00 56312.09 / MT 1,069.93
1069.93 x 2% 21.40
PM0202 Sqm 0.283 1950.00 / Sqm 551.85
1,757.89
3-13-1-A Cum 0.216 412.40 / Cum 89.08
12-8-A Cum 0.120 7028.90 / Cum 843.47
10-7 Sqm 0.430 3.80 / Sqm 1.63
Over Head excluding Tax (10%-4%) @6% 1,757.89 x 6 % 105.47
Contractor's Profit @10% 1,863.36 x 10 % 186.34
Labour Cess @1% 2,049.69 x 1 % 20.50
3,004.37
3,004.37
3,004.40
8-4-4
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.25 420.00 / Day 105.00
PMC031 hours 0.01 526.68 / hours 5.27
PM0101 Kg. 19.00 56312.09 / MT 1,069.93
1069.93 x 2% 21.40
80 mm x 60 mm rectangular
Structural Steel (E 250)
(75 x 75 x 6 mm)
Aluminium sheeting fixed with
encapsulated lens type reflective
sheeting including 2% towards lettering,
cost of angle iron, cost of drilling holes,
nuts, bolts etc.and signs as applicable
Total Resource Cost
Sub- Item
Excavation for foundation
Cement concrete M15 grade
Painting angle iron post two coats
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Add 2 per cent of cost of angle iron
towards cost of drilling holes, nuts,
bolts etc.
Add 2 per cent of cost of angle iron
towards cost of drilling holes, nuts,
bolts etc.
Material
Structural Steel (E 250)
(75 x 75 x 6 mm)
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0202 Sqm 0.480 1950.00 / Sqm 936.00
2,142.04
3-13-1-A Cum 0.216 412.40 / Cum 89.08
12-8-A Cum 0.120 7028.90 / Cum 843.47
10-7 Sqm 0.430 3.80 / Sqm 1.63
Over Head excluding Tax (10%-4%) @6% 2,142.04 x 6 % 128.52
Contractor's Profit @10% 2,270.56 x 10 % 227.06
Labour Cess @1% 2,497.61 x 1 % 24.98
3,456.77
3,456.77
3,456.80
8-4-5
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.25 420.00 / Day 105.00
PMC031 hours 0.01 526.68 / hours 5.27
PM0101 Kg. 19.00 56312.09 / MT 1,069.93
1069.93 x 2% 21.40
PM0202 Sqm 0.270 1950.00 / Sqm 526.50
1,732.54
3-13-1-A Cum 0.216 412.40 / Cum 89.08
60 cm x 45 cm rectangular
Total Resource Cost
Sub- Item
Excavation for foundation
Add 2 per cent of cost of angle iron
towards cost of drilling holes, nuts,
bolts etc.
Aluminium sheeting fixed with
encapsulated lens type reflective
sheeting including 2% towards lettering,
cost of angle iron, cost of drilling holes,
nuts, bolts etc.and signs as applicable
Total Resource Cost
Sub- Item
Excavation for foundation
Cement concrete M15 grade
Painting angle iron post two coats
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Structural Steel (E 250)
(75 x 75 x 6 mm)
Aluminium sheeting fixed with
encapsulated lens type reflective
sheeting including 2% towards lettering,
cost of angle iron, cost of drilling holes,
nuts, bolts etc.and signs as applicable
___________________________________________________________________________________________________Page no. 159 of 477
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-8-A Cum 0.120 7028.90 / Cum 843.47
10-7 Sqm 0.430 3.80 / Sqm 1.63
Over Head excluding Tax (10%-4%) @6% 1,732.54 x 6 % 103.95
Contractor's Profit @10% 1,836.49 x 10 % 183.65
Labour Cess @1% 2,020.14 x 1 % 20.20
2,974.52
2,974.52
2,974.50
8-4-6
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.25 420.00 / Day 105.00
PMC031 hours 0.01 526.68 / hours 5.27
PM0101 Kg. 19.00 56312.09 / MT 1,069.93
1069.93 x 2% 21.40
PM0202 Sqm 0.360 1950.00 / Sqm 702.00
1,908.04
3-13-1-A Cum 0.216 412.40 / Cum 89.08
12-8-A Cum 0.120 7028.90 / Cum 843.47
10-7 Sqm 0.430 3.80 / Sqm 1.63
Over Head excluding Tax (10%-4%) @6% 1,908.04 x 6 % 114.48
Contractor's Profit @10% 2,022.52 x 10 % 202.25
Labour Cess @1% 2,224.77 x 1 % 22.25
3,181.20
3,181.20
3,181.20
60 cm x 60 cm square
Cement concrete M15 grade
Painting angle iron post two coats
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Structural Steel (E 250)
Add 2 per cent of cost of angle iron
towards cost of drilling holes, nuts,
bolts etc.
(75 x 75 x 6 mm)
Aluminium sheeting fixed with
encapsulated lens type reflective
sheeting including 2% towards lettering,
cost of angle iron, cost of drilling holes,
nuts, bolts etc.and signs as applicable
Total Resource Cost
Sub- Item
Excavation for foundation
Cement concrete M15 grade
Painting angle iron post two coats
Cost For 1 No.
Rate per No.
Say Rs. Per No.
___________________________________________________________________________________________________Page no. 160 of 477
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-4-7
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.25 420.00 / Day 105.00
PMC031 hours 0.01 526.68 / hours 5.27
PM0101 Kg. 19.00 56312.09 / MT 1,069.93
1069.93 x 2% 21.40
PM0202 Sqm 0.672 1950.00 / Sqm 1,310.40
2,516.44
3-13-1-A Cum 0.216 412.40 / Cum 89.08
12-8-A Cum 0.120 7028.90 / Cum 843.47
10-7 Sqm 0.430 3.80 / Sqm 1.63
Over Head excluding Tax (10%-4%) @6% 2,516.44 x 6 % 150.99
Contractor's Profit @10% 2,667.42 x 10 % 266.74
Labour Cess @1% 2,934.16 x 1 % 29.34
3,897.69
3,897.69
3,897.70
8-5
Unit = Sqm
Taking output = 0.90 Sqm
90 cm high octagon
Direction and Place Identification signs upto 0.9 sqm size board.
(Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67
made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium
sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle
iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation
with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved
drawing)
Material
Structural Steel (E 250)
(75 x 75 x 6 mm)
Aluminium sheeting fixed with
encapsulated lens type reflective
sheeting including 2% towards lettering,
cost of angle iron, cost of drilling holes,
nuts, bolts etc.and signs as applicable
Total Resource Cost
Sub- Item
Excavation for foundation
Cement concrete M15 grade
Painting angle iron post two coats
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Add 2 per cent of cost of angle iron
towards cost of drilling holes, nuts,
bolts etc.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
___________________________________________________________________________________________________Page no. 161 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.20 420.00 / Day 84.00
PMC031 hours 0.02 526.68 / hours 10.53
PM0101 Kg. 19.00 56312.09 / MT 1,069.93
1069.93 x 2% 21.40
PM0202 Sqm 0.900 1950.00 / Sqm 1,755.00
2,945.30
3-13-1-A Cum 0.216 412.40 / Cum 89.08
12-8-A Cum 0.120 7028.90 / Cum 843.47
10-7 Sqm 0.430 3.80 / Sqm 1.63
Over Head excluding Tax (10%-4%) @6% 2,945.30 x 6 % 176.72
Contractor's Profit @10% 3,122.02 x 10 % 312.20
Labour Cess @1% 3,434.22 x 1 % 34.34
4,402.74
4,891.94
4,891.90
8-6
Unit = Sqm
Taking output = 1.50 Sqm
Code Unit Qty. Amount
Direction and Place Identification signs with size more than 0.9 sqm size board.
(Providing and erecting direction and place identification retro- reflectorised sign asper IRC
:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over
aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle
iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly
designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below
ground level as per approved drawing)
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Structural Steel (E 250)
(2.85 m long 75 x 75 x 6 mm )
Aluminium sheeting fixed with
encapsulated lens type reflective
sheeting including 2% towards lettering,
cost of angle iron, cost of drilling holes,
nuts, bolts etc.and signs as applicable
Total Resource Cost
Sub- Item
Excavation for foundation
Resource Rate
Labour (For Fixing at Site)
Mate
Add 2 per cent of cost of angle iron
towards cost of drilling holes, nuts,
bolts etc.
Resource Rate
Say Rs. Per Sqm
Cement concrete M15 grade
Painting angle iron post two coats
Cost For 0.9 Sqm
Rate per Sqm
___________________________________________________________________________________________________Page no. 162 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.30 420.00 / Day 126.00
PMC031 hours 0.02 526.68 / hours 10.53
PM0101 Kg. 38.00 56312.09 / MT 2,139.86
2139.86 x 2% 42.80
PM0202 Sqm 1.500 1950.00 / Sqm 2,925.00
5,248.63
3-13-1-A Cum 0.430 412.40 / Cum 177.33
12-8-A Cum 0.240 7028.90 / Cum 1,686.94
10-7 Sqm 0.860 3.80 / Sqm 3.27
Over Head excluding Tax (10%-4%) @6% 5,248.63 x 6 % 314.92
Contractor's Profit @10% 5,563.55 x 10 % 556.35
Labour Cess @1% 6,119.90 x 1 % 61.20
8,048.64
5,365.76
5,365.80
8-7 Overhead Signs
(Providing and erecting overhead signs with a corrosion resistant aluminium alloy sheet
reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with
vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause
802.7 over a designed support system of aluminium alloy or galvanised steel trestles and
trusses of sections and type as per structural design requirements and approved plans)
Cement concrete M15 grade
Painting angle iron post two coats
Cost For 1.5 Sqm
Labour (For Fixing at Site)
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Structural Steel (E 250)
(2no. 2.85 m long 75 x 75 x 6 mm )
Add 2 per cent of cost of angle iron
towards cost of drilling holes, nuts,
bolts etc.
Aluminium sheeting fixed with
encapsulated lens type reflective
sheeting including 2% towards lettering,
cost of angle iron, cost of drilling holes,
nuts, bolts etc.and signs as applicable
Total Resource Cost
Sub- Item
Excavation for foundation
Rate per Sqm
Say Rs. Per Sqm
___________________________________________________________________________________________________Page no. 163 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
8-7-A
Unit = Tonne
Taking output = 1.00 Tonne
Code Unit Qty. Amount
PL03 day 2.00 600.00 / Day 1,200.00
PL14 day 0.24 444.00 / Day 106.56
PL15 day 4.00 420.00 / Day 1,680.00
PMC033 hours 0.50 585.20 / hours 292.60
PMC044 hours 3.00 694.26 / hours 2,082.78
PM0201 Tonne 1.05 59312.09 / MT 62,277.69
62277.69 x 1% 622.78
62277.69 x 15% 9,341.65
77,604.07
Over Head excluding Tax (10%-4%) @6% 77,604.07 x 6 % 4,656.24
Contractor's Profit @10% 82,260.31 x 10 % 8,226.03
Labour Cess @1% 90,486.34 x 1 % 904.86
91,391.20
91,391.20
91,391.20
8-7-B
Unit = Sqm
Taking output = 1.00 Sqm
Code Unit Qty. Amount
PL03 day 0.10 600.00 / Day 60.00
PL14 day 0.02 444.00 / Day 8.88
PL15 day 0.15 420.00 / Day 63.00
Truss and Vertical Support
Aluminium alloy plate for over head sign
1. The cost of excavation and foundation concrete for fixing of vertical
support system to be worked out separately as per the approved
drawing/design and to be included in the estimate.
2. Lettering and arrow marks on sign board to be provided separately as per
actual requirement. Rates for these items have been included separately in
this chapter.
Total Resource Cost
Cost For 1 Tonne
Rate per Tonne
Say Rs. Per Tonne
Mate
Truck 10 t capacity
Add 1 per cent on cost of material for
nuts, bolts and drilling and welding
consumables
Resource Rate
Labour (For Fixing at Site)
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Resource Rate
Labour (For Fixing at Site)
Blacksmith 1st class/ Electrician
Beldar/mazdoor (unskilled)
Machine
Cranes c) 3 tonnes
Material
Aluminium alloy/galvanised steel
Add 15 per cent on cost of material for
fabrication of trusses as per approved
design
___________________________________________________________________________________________________Page no. 164 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
131.88 x 1% 1.32
PM0200 Sqm 1.00 1491.69 / Sqm 1,491.69
1,624.89
Over Head excluding Tax (10%-4%) @6% 1,624.89 x 6 % 97.49
Contractor's Profit @10% 1,722.38 x 10 % 172.24
Labour Cess @1% 1,894.62 x 1 % 18.95
1,913.57
1,913.57
1,913.60
8-8
Unit = Sqm
Taking output = 40.00 Sqm
Code Unit Qty. Amount
PL14 day 0.12 444.00 / Day 53.28
PL15 day 1.00 420.00 / Day 420.00
PL18 day 2.00 528.00 / Day 1,056.00
PM0106 Lit 6.00 237.00 / litre 1,422.00
1422.00 x 1% 14.22
2951.28 x 5% 147.56
3,113.06
Over Head excluding Tax (10%-4%) @6% 3,113.06 x 6 % 186.78
Contractor's Profit @10% 3,299.85 x 10 % 329.98
Labour Cess @1% 3,629.83 x 1 % 36.30
3,666.13
91.65
91.70
Material
Aluminium alloy plate 2mm Thick
Total Resource Cost
Cost For 1 Sqm
Rate per Sqm
Say Rs. Per Sqm
Add 1 per cent of cost of labour for
lifting arrangement, like ladders,
pulleys, ropes etc
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Painter (Ist class)
Add for scaffolding @ 1 per cent of
Material cost where required
Material
Paint (Synthetic Enamel)
Total Resource Cost
Cost For 40 Sqm
Rate per Sqm
Say Rs. Per Sqm
Add @ 5 per cent cost of labour and
materials to prepare the surface by
filling minuts roughness on the surface
and priming the surface before laying 2
coats of painting.
Painting Two Coats on New Concrete Surfaces
(Painting two coats after filling the surface with synthetic enamel paint in all shades on new
plastered concrete surfaces)
___________________________________________________________________________________________________Page no. 165 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-9
Unit = Sqm
Taking output = 10.00 Sqm
Code Unit Qty. Amount
PL14 day 0.03 444.00 / Day 13.32
PL15 day 0.25 420.00 / Day 105.00
PL18 day 0.45 528.00 / Day 237.60
PM0106 Lit 1.25 237.00 / litre 296.25
296.25 x 1% 2.96
652.17 x 5% 32.61
687.74
Over Head excluding Tax (10%-4%) @6% 687.74 x 6 % 41.26
Contractor's Profit @10% 729.01 x 10 % 72.90
Labour Cess @1% 801.91 x 1 % 8.02
809.93
80.99
81.00
8-10
Unit = Sqm
Taking output = 10.00 Sqm
Code Unit Qty. Amount
PL14 day 0.03 444.00 / Day 13.32
PL15 day 0.20 420.00 / Day 84.00
PL18 day 0.50 528.00 / Day 264.00
PM0106 Lit 1.50 237.00 / litre 355.50
355.50 x 1% 3.56
Painting on Wood Surfaces
(Providing and applying two coats of ready mix paint of approved brand on wood surface
after through cleaning of surface to give an even shade)
Resource Rate
Labour
Painting on Steel Surfaces
(Providing and applying two coats of ready mix paint of approved brand on steel surface after
through cleaning of surface to give an even shade)
Mate
Beldar/mazdoor (unskilled)
Painter (Ist class)
Add for scaffolding @ 1 per cent of
Material cost where required
Material
Paint (Synthetic Enamel)
Add @ 5 per cent cost of labour and
materials to prepare the surface by
filling minuts roughness on the surface
and priming the surface before laying 2
coats of painting.
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Painter (Ist class)
Material
Paint (Synthetic Enamel)
Add for scaffolding @ 1 per cent of
Material cost where required
___________________________________________________________________________________________________Page no. 166 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
716.82 x 5% 35.84
756.22
Over Head excluding Tax (10%-4%) @6% 756.22 x 6 % 45.37
Contractor's Profit @10% 801.59 x 10 % 80.16
Labour Cess @1% 881.75 x 1 % 8.82
890.57
89.06
89.10
8-11
8-11-1
Unit = Sqm
Taking output = 10.00 Sqm
Code Unit Qty. Amount
PL14 day 0.09 444.00 / Day 39.96
PL15 day 1.55 420.00 / Day 651.00
PL18 day 0.55 528.00 / Day 290.40
PM0122 Lit 1.48 114.00 / litre 168.72
1,150.08
Over Head excluding Tax (10%-4%) @6% 1,150.08 x 6 % 69.00
Contractor's Profit @10% 1,219.08 x 10 % 121.91
Labour Cess @1% 1,340.99 x 1 % 13.41
1,354.40
135.44
135.40
8-11-2
Unit = Sqm
Taking output = 10.00 Sqm
Code Unit Qty. Amount
PL14 day 0.07 444.00 / Day 31.08
Painter (Ist class)
Material
Road marking paint
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work
(Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road
marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of
all dirt, dust and other foreign matter, demarcation at site and traffic control )
Over 10 cm in width
Up to 10 cm in width
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Add @ 5 per cent cost of labour and
materials to prepare the surface by
filling minuts roughness on the surface
and priming the surface before laying 2
coats of painting.
Resource
Mate
___________________________________________________________________________________________________Page no. 167 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 1.35 420.00 / Day 567.00
PL18 day 0.35 528.00 / Day 184.80
PM0122 Lit 1.48 114.00 / litre 168.72
951.60
Over Head excluding Tax (10%-4%) @6% 951.60 x 6 % 57.10
Contractor's Profit @10% 1,008.70 x 10 % 100.87
Labour Cess @1% 1,109.57 x 1 % 11.10
1,120.66
112.07
112.10
8-12
8-12-1
Unit = Sqm
Taking output = 10.00 Sqm
Code Unit Qty. Amount
PL14 day 0.06 444.00 / Day 26.64
PL15 day 1.25 420.00 / Day 525.00
PL18 day 0.30 528.00 / Day 158.40
PM0122 Lit 0.90 114.00 / litre 102.60
812.64
Over Head excluding Tax (10%-4%) @6% 812.64 x 6 % 48.76
Contractor's Profit @10% 861.40 x 10 % 86.14
Labour Cess @1% 947.54 x 1 % 9.48
957.01
95.70
95.70
8-12-2
Unit = Sqm
Taking output = 10.00 Sqm
Code Unit Qty. Amount
PL14 day 0.07 444.00 / Day 31.08
PL15 day 1.35 420.00 / Day 567.00
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on Old Work
(Painting lines, dashes, arrows etc on roads in two coats on old work with ready mixed road
marking paint confirming to IS: 164 on bituminous surface, including cleaning the surface of
all dirt, dust and other foreign matter, demarcation at site and traffic control )
Over 10 cm in width
Up to 10 cm in width
Beldar/mazdoor (unskilled)
Painter (Ist class)
Material
Road marking paint
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Painter (Ist class)
Material
Road marking paint
___________________________________________________________________________________________________Page no. 168 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL18 day 0.35 528.00 / Day 184.80
PM0122 Lit 0.90 114.00 / litre 102.60
885.48
Over Head excluding Tax (10%-4%) @6% 885.48 x 6 % 53.13
Contractor's Profit @10% 938.61 x 10 % 93.86
Labour Cess @1% 1,032.47 x 1 % 10.32
1,042.79
104.28
104.30
8-13
Note:-
Unit = Sqm
Taking output = 600.00 Sqm
Code Unit Qty. Amount
PL14 day 0.03 444.00 / Day 13.32
PL15 day 0.75 420.00 / Day 315.00
PMC065 hours 10.00 117.04 / hours 1,170.40
PMC031 hours 0.50 526.68 / hours 263.34
PM0246 Lit 1,500.00 175.00 / litre 2,62,500.00
PM0272 Kg 150.00 75.00 / Kg. 11,250.00
2,75,512.06
Over Head excluding Tax (10%-4%) @6% 2,75,512.06 x 6 % 16,530.72
Contractor's Profit @10% 2,92,042.78 x 10 % 29,204.28
Labour Cess @1% 3,21,247.06 x 1 % 3,212.47
3,24,459.53
540.77
540.80
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Reflectorising glass beads
Total Resource Cost
Cost For 600 Sqm
Rate per Sqm
Say Rs. Per Sqm
Machine
Road marking machine
Tractor with trolley.
Hot applied thermoplastic compound
1. A sealing primer may be applied in advance on cement concrete
pavement to ensure proper bonding. Any laitance and/or curing compound to
be removed where paint is required to be applied on concrete surface.
2.Cost of painter is already included in hire charges of road marking
machine.
Painter (Ist class)
Material
Road marking paint
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass
Beads on Bituminous Surface
(Providing and laying of hot applied thermoplastic compound 2.5 mm thick including
reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of
surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free
from streaks and holes.)
___________________________________________________________________________________________________Page no. 169 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-14
8-14-1
Unit = No.
Taking output = 6.00 No.
Code Unit Qty. Amount
PL12 day 0.60 600.00 / Day 360.00
PL14 day 0.26 444.00 / Day 115.44
PL15 day 6.00 420.00 / Day 2,520.00
PMC031 hours 6.00 526.68 / hours 3,160.08
6,155.52
12-8-A Cum 2.350 7028.90 / Cum 16,517.92
13-6 Kg 22.080 78310.50 / Tonne 1,729.10
3-13-1-A Cum 1.680 412.40 / Cum 692.83
8-8 Sqm 9.850 91.70 /Sqm 903.25
8-3-2 Cm.Ht 1,800 0.80 / Cm.Ht 1,440.00
Over Head excluding Tax (10%-4%) @6% 6,155.52 x 6 % 369.33
Contractor's Profit @10% 6,524.85 x 10 % 652.49
Labour Cess @1% 7,177.34 x 1 % 71.77
28,532.20
4,755.37
4,755.40
8-14-2
Unit = No.
Taking output = 14.00 No.
Code Unit Qty. Amount
PL12 day 1.00 600.00 / Day 600.00
PL14 day 0.32 444.00 / Day 142.08
PL15 day 7.00 420.00 / Day 2,940.00
PMC031 hours 6.00 526.68 / hours 3,160.08
6,842.16
Labour
Mason 1st class
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
M-15 grade of concrete
Total Resource Cost
Cost For 6 No.
Rate per No.
Say Rs. Per No.
Mate
Sub- Item
Steel reinforcement @ 5 kg per sqm
Excavation in soil for foundation
Lettering on km post (average 30
letters of 10 cm height each)
Painting two coats on concrete surface
Resource Rate
Kilo Metre Stone
(Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-
1980, fixing in position including painting and printing etc)
Ordinary Kilometer stone (Precast)
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Sub- Item
5th kilometre stone (precast)
___________________________________________________________________________________________________Page no. 170 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-8-A Cum 3.770 7028.90 / Cum 26,498.95
13-6 Kg 26.320 78310.50 / Tonne 2,061.13
3-13-1-A Cum 2.770 412.40 / Cum 1,142.35
8-8 Sqm 11.410 91.70 /Sqm 1,046.30
8-3-2 Cm.Ht 1,680 0.80 / Cm.Ht 1,344.00
Over Head excluding Tax (10%-4%) @6% 6,842.16 x 6 % 410.53
Contractor's Profit @10% 7,252.69 x 10 % 725.27
Labour Cess @1% 7,977.96 x 1 % 79.78
40,150.47
2,867.89
2,867.90
8-14-3
Unit = No.
Taking output = 33.00 No.
Code Unit Qty. Amount
PL12 day 1.50 600.00 / Day 900.00
PL14 day 0.34 444.00 / Day 150.96
PL15 day 7.00 420.00 / Day 2,940.00
PMC031 hours 6.00 526.68 / hours 3,160.08
7,151.04
12-8-A Cum 1.580 7028.90 / Cum 11,105.66
13-6 Kg 66.000 78310.50 / Tonne 5,168.49
3-13-1-A Cum 1.390 412.40 / Cum 573.24
8-8 Sqm 6.270 91.70 /Sqm 574.96
8-3-2 Cm.Ht 330 0.80 / Cm.Ht 264.00
Over Head excluding Tax (10%-4%) @6% 7,151.04 x 6 % 429.06
Contractor's Profit @10% 7,580.10 x 10 % 758.01
Labour Cess @1% 8,338.11 x 1 % 83.38
26,107.84
791.15
791.10
Sub- Item
M-15 grade of concrete
Steel reinforcement @ 5 kg per sqm
Excavation in soil for foundation
Painting two coats on concrete surface
Lettering on km post (average 1 letters
of 10 cm height each)
Cost For 33 No.
Rate per No.
Say Rs. Per No.
M-15 grade of concrete
Steel reinforcement @ 5 kg per sqm
Excavation in soil for foundation
Painting two coats on concrete surface
Lettering on km post (average 12
letters of 10 cm height each)
Cost For 14 No.
Rate per No.
Say Rs. Per No.
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Hectometer stone (Precast)
___________________________________________________________________________________________________Page no. 171 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-15
Unit = No.
Taking output = 30.00 No.
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL15 day 1.00 420.00 / Day 420.00
PM0221 No. 30.00 1250.00 / Nos. 37,500.00
37500.00 x 10% 3,750.00
41,687.76
Over Head excluding Tax (10%-4%) @6% 41,687.76 x 6 % 2,501.27
Contractor's Profit @10% 44,189.03 x 10 % 4,418.90
Labour Cess @1% 48,607.93 x 1 % 486.08
49,094.01
1,636.47
1,636.50
8-16
Note:-
Unit = No.
Taking output = 57.00 No.
Code Unit Qty. AmountResource Rate
Cost For 30 No.
Rate per No.
Say Rs. Per No.
Material
Delineator
Add 10 per cent cost of material for
installation
In case of soft ground, a proper foundation may be provided as per approved
design. In case foundation is required to be provided, the items of excavation
and foundation concrete are required to be measured and paid separately.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Road Delineators
Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit
exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective
sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection
values as per ASTM D 4956 Type XI table specification with pure polyester powder coating
with the minimum thickness of powder coating of not less than 40 micron. The posts shall
have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above
the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and
back faces of the delineator should be curved with a radius of not more than 200 mm and
with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the
visibility of the delineator for vehicles moving in continuous curves. The delineator shall have
sufficient arrangement to make the reflective sheets vandal-proof. Including all test report
and warranties as per IRC 67 and IRC 79.
Boundary pillar
(Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-
1967, fixed in position including finishing and lettering but excluding painting)
___________________________________________________________________________________________________Page no. 172 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.57 444.00 / Day 253.08
PL15 day 14.25 420.00 / Day 5,985.00
PMC031 hours 6.00 526.68 / hours 3,160.08
PM0142 Cum 11.97 110.00 / Cum 1,316.70
10,714.86
12-8-A Cum 1.250 7028.90 / Cum 8,786.13
13-6 Kg 79.800 78310.50 / Tonne 6,249.18
3-13-1-A Cum 10.720 412.40 / Cum 4,420.93
8-3-2 Cm.Ht 2,280 0.80 / Cm.Ht 1,824.00
Over Head excluding Tax (10%-4%) @6% 10,714.86 x 6 % 642.89
Contractor's Profit @10% 11,357.75 x 10 % 1,135.78
Labour Cess @1% 12,493.53 x 1 % 124.94
33,898.69
594.71
594.70
8-17
Note:-
Unit = Rmt
Taking output = 30.00 Rmt
Code Unit Qty. Amount
PL03 day 0.25 600.00 / Day 150.00
PL14 day 0.09 444.00 / Day 39.96
PL15 day 2.00 420.00 / Day 840.00
PM0034 Kg 31.42 104.00 / Kg. 3,267.68
Mate
335 metres length @ 9.38 kg per 100
metres
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Sub- Item
M-15 grade of concrete
Steel reinforcement
Excavation in soil for foundation
Lettering on km post (average 1 letters
of 10 cm height each)
Cost For 57 No.
Rate per No.
Say Rs. Per No.
Material
Stone spall
Cost of excavation for foundation and foundation concrete to be added
separately in the cost estimate as per approved design. The rate for these
items may be taken from respective chapters.
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Beldar/mazdoor (unskilled)
Barbed wire
Material
G.I Barbed wire Fencing 1.2 metre high
(Providing and fixing 1.2 metres high GI barbed wire fencing with 1.8 m angle iron posts 40
mm x 40 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement
concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner
post shall be strutted on both sides and end post on one side only and provided with 9
horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn
buckles etc complete as per clause 807 )
___________________________________________________________________________________________________Page no. 173 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0101 Kg 80.50 56312.09 / MT 4,533.12
7800.80 x 2% 156.02
8,986.78
8-9 Sqm 2.110 81.00 / Sqm 170.91
Over Head excluding Tax (10%-4%) @6% 8,986.78 x 6 % 539.21
Contractor's Profit @10% 9,525.99 x 10 % 952.60
Labour Cess @1% 10,478.58 x 1 % 104.79
10,754.28
358.48
358.50
8-18
Note:-
Unit = Rmt
Taking output = 30.00 Rmt
Code Unit Qty. Amount
PL03 day 0.40 600.00 / Day 240.00
PL14 day 0.12 444.00 / Day 53.28
PL15 day 2.50 420.00 / Day 1,050.00
PM0034 Kg 40.15 104.00 / Kg. 4,175.60
PM0101 Kg 152.00 56312.09 / MT 8,559.44
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Material
Barbed wire
428 metres length @ 9.38 kg per 100
metres
Structural Steel (E 250)
Structural Steel (E 250)
Total Resource Cost
Sub- Item
Applying two coats of painting on
exposed surface of angle iron posts
Cost For 30 Rmt
Rate per Rmt
Say Rs. Per Rmt
MS angle iron 40 mm x 40mm x 6 mm,
23 metres in length @ 3.5 kg per metre
Add for GI staple binding wire, drilling
holes etc. @ 2 per cent of the cost of
material
Cost of excavation for foundation and foundation concrete to be added
separately in the cost estimate as per approved design. The rate for these
items may be taken from respective chapters.
Resource Rate
G.I Barbed wire Fencing 1.8 metre high
(Providing and fixing 1.8 metres high GI barbed wire fencing with 2.4 m angle iron posts 50
mm x 50 mm x 6 mm placed every 3 metres center to center founded in M15 grade cement
concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner
post shall be strutted on both sides and end post on one side only and provided with 12
horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn
buckles etc complete as per clause 807 )
___________________________________________________________________________________________________Page no. 174 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12735.04 x 2% 254.70
14,333.02
8-9 Sqm 3.960 81.00 / Sqm 320.76
Over Head excluding Tax (10%-4%) @6% 14,333.02 x 6 % 859.98
Contractor's Profit @10% 15,193.00 x 10 % 1,519.30
Labour Cess @1% 16,712.30 x 1 % 167.12
17,200.18
573.34
573.30
8-19
Note:-
8-19-1
Unit = Rmt
Taking output = 30.00 Rmt
Code Unit Qty. Amount
PL59 day 1.00 510.00 / Day 510.00
PL14 day 0.12 444.00 / Day 53.28
PL15 day 2.00 420.00 / Day 840.00
PMC031 hours 0.10 526.68 / hours 52.67
PM0304 Kg 151.00 129.31 / Kg. 19,525.81
PM0101 Kg 132.00 56312.09 / MT 7,433.20
Machine
Tractor with trolley.
steel wire fabric of 75 mm x 50 mm mesh
Resource Rate
Labour
Welder
Mate
Beldar/mazdoor (unskilled)
Material
Welded steel wire fabric
75 x 25 mm mesh @ 7.75 kg/sqm, 7.75
x 30 x 1.2 + 5 per cent wastage
Structural Steel (E 250)
MS angle iron 50 mm x 50 mm x 6
mm,33.8 metres in length @ 4.5 kg per
metre
Add for GI staple binding wire, drilling
holes etc. @ 2 per cent of the cost of
material
Total Resource Cost
Sub- Item
Applying two coats of painting on
exposed surface of angle iron posts
Cost For 30 Rmt
Rate per Rmt
Say Rs. Per Rmt
The item of excavation and cement concrete in foundation shall be
measured and paid separately
Fencing with welded steel wire Fabric 75 mm x 50 mm
(Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre
center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and
every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm
mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc.
complete in all respects.)
___________________________________________________________________________________________________Page no. 175 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
26959.01 x 2.50% 673.98
29,088.93
8-9 Sqm 8.000 81.00 / Sqm 648.00
Over Head excluding Tax (10%-4%) @6% 29,088.93 x 6 % 1,745.34
Contractor's Profit @10% 30,834.26 x 10 % 3,083.43
Labour Cess @1% 33,917.69 x 1 % 339.18
34,904.87
1,163.50
1,163.50
8-19-1
Unit = Rmt
Taking output = 30.00 Rmt
Code Unit Qty. Amount
PL59 day 1.00 510.00 / Day 510.00
PL14 day 0.12 444.00 / Day 53.28
PL15 day 2.00 420.00 / Day 840.00
PMC031 hours 0.10 526.68 / hours 52.67
PM0304 Kg 293.00 129.31 / Kg. 37,887.83
PM0101 Kg 132.00 56312.09 / MT 7,433.20
45321.03 x 2.50% 1,133.03
Angle iron for posts 50 x 50 x 6 mm
106 kg & Runner flat 50 x 5 mm 26 Kg
Add 2.5 per cent of cost of material for
drilling holes in angles, flats, splitting
angle at bottom, nuts and bolts and
welded consumables
Say Rs. Per Rmt
Steel wire fabric of 75 mm x 25 mm mesh
Resource Rate
Labour
Welder
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Welded steel wire fabric
75 x 25 mm mesh @ 7.75 kg/sqm, 7.75
x 30 x 1.2 + 5 per cent wastage
Structural Steel (E 250)
Angle iron for posts 50 x 50 x 6 mm
106 kg & Runner flat 50 x 5 mm 26 Kg
Add 2.5 per cent of cost of material for
drilling holes in angles, flats, splitting
angle at bottom, nuts and bolts and
welded consumables
Total Resource Cost
Sub- Item
Applying two coats of painting on
exposed surface of angle iron posts
Cost For 30 Rmt
Rate per Rmt
___________________________________________________________________________________________________Page no. 176 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
47,910.00
8-9 Sqm 8.000 81.00 / Sqm 648.00
Over Head excluding Tax (10%-4%) @6% 47,910.00 x 6 % 2,874.60
Contractor's Profit @10% 50,784.60 x 10 % 5,078.46
Labour Cess @1% 55,863.06 x 1 % 558.63
57,069.69
1,902.32
1,902.30
8-20
Unit = Rmt
Taking output = 10.00 Rmt
Code Unit Qty. Amount
PL19 day 0.01 528.00 / Day 5.28
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.25 420.00 / Day 105.00
PMC031 hours 0.04 526.68 / hours 21.07
PM0101 Kg. 123.300 56312.09 / MT 6,943.28
PM0101 Kg 99.36 56312.09 / MT 5,595.17
5595.17 x 2% 111.90
12,786.14
3-13-1-A Cum 1.296 412.40 / Cum 534.47
12-8-A Cum 0.648 7028.90 / Cum 4,554.73
Steel Pipe 50 mm dia @4.11kg/m
50 mm external dia as per IS:1239
Structural Steel (E 250)
Medium weight steel channel (ISMC
series) 100 mm x 50 mm,10.8 metres
length @ 9.2 kg per metre
Add for drilling holes @ 2 per cent of
cost of channels
Total Resource Cost
Sub- Item
Foundation concrete M-15 grade PCC
6 x 0.6 x 0.6 x 0.3
Excavation for foundation (6 Nos)
6 x 0.6 x 0.6 x 0.6
Total Resource Cost
Sub- Item
Applying two coats of painting on
exposed surface of angle iron posts
Cost For 30 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Plumber
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm
(Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium
weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m
centre to centre, complete as per approved drawings)
___________________________________________________________________________________________________Page no. 177 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-9 Sqm 6.870 81.00 / Sqm 556.47
Over Head excluding Tax (10%-4%) @6% 12,786.14 x 6 % 767.17
Contractor's Profit @10% 13,553.31 x 10 % 1,355.33
Labour Cess @1% 14,908.64 x 1 % 149.09
20,703.39
2,070.34
2,070.30
8-21
Unit = Rmt
Taking output = 10.00 Rmt
Code Unit Qty. Amount
PL19 day 0.010 528.00 / Day 5.28
PL14 day 0.014 444.00 / Day 6.22
PL15 day 0.350 420.00 / Day 147.00
PMC031 hours 0.25 526.68 / hours 131.67
PM0101 Kg. 123.300 56312.09 / MT 6,943.28
7,233.45
3-13-1-A Cum 1.296 412.40 / Cum 534.47
12-8-A Cum 0.648 7028.90 / Cum 4,554.73
14-1-A-1-1-
P
Cum 0.320 10260.00 / Cum 3,283.20
8-9 Sqm 4.710 81.00 / Sqm 381.51
Over Head excluding Tax (10%-4%) @6% 7,233.45 x 6 % 434.01
Contractor's Profit @10% 7,667.45 x 10 % 766.75
Labour Cess @1% 8,434.20 x 1 % 84.34
17,272.45
1,727.24
Cost For 10 Rmt
Rate per Rmt
RCC M - 20 for pre cast posts 6 nos of
1.8 metres each
Labour
Plumber
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Steel Pipe 50 mm dia @4.11kg/m
50 mm external dia as per IS:1239
Total Resource Cost
Sub- Item
Excavation for foundation (6 Nos)
6 x 0.6 x 0.6 x 0.6
Foundation concrete M-15 grade PCC
6 x 0.6 x 0.6 x 0.3
Painting of pipe
Applying two coats of painting on
exposed surface of Pipe (4.71 Sqm)
And channel section 6 nos,1.8 metres
each 0.2 x 1.8 x 6 = 2.16 Sqm
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Tubular Steel Railing on Precast RCC posts, 1.2 m high above ground level
(Providing, fencing and erecting 50 mm dia painted steel pipe railing in 3 rows on precast
M20 grade RCC vertical posts1.8 metres high (1.2 m above GL) with 3 holes 50 mm dia for
pipe, fixed 2 metres centre to, complete as per approved drawing)
___________________________________________________________________________________________________Page no. 178 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,727.20
8-22
8-22-1
Note:-
Unit = Rmt
Taking output = 10.00 Rmt
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 1.000 420.00 / Day 420.00
PMC031 hours 0.25 526.68 / hours 131.67
PM0127 Tonne 0.28 58912.09 / M.T. 16,495.39
PM0266 Sqm 0.32 62.00 / Sqm 19.84
17,084.66
14-1-A Cum 3.000 10260.00 / Cum 30,780.00
Over Head excluding Tax (10%-4%) @6% 17,084.66 x 6 % 1,025.08
Contractor's Profit @10% 18,109.73 x 10 % 1,810.97
Labour Cess @1% 19,920.71 x 1 % 199.21
50,899.92
5,089.99
5,090.00
8-23
Note:-
M 20 grade concrete
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Steel Reinforcement (HYSD Bars) -Fe
500/500D
Excavation and backfilling are incidental to work and not to be measured
separately.
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Pre-moulded asphalt filler board
Total Resource Cost
Sub- Item
Metal Beam Crash Barrier
In the case of median crash barrier, 'W' metal beam or thrie beam section
should be provided on both sides of the vertical posts fixed in the median.
Extra provision for metal beam railing and spacer is required to be made
when fixed in the median depending on approved design.
Reinforced Cement Concrete Crash Barrier
(Provision of an Reinforced cement concrete crash barrier at the edges of the road,
approaches to bridge structures and medians, constructed with M-20 grade concrete with
HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at
expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it
is built and installed as per design given in the enclosure to MOST circular No. RW/NH -
33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at
locations directed by the Engineer, all as specified)
M 20 grade concrete
___________________________________________________________________________________________________Page no. 179 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-23-A
Unit = Rmt
Taking output = 4.50 Rmt
Code Unit Qty. Amount
PL03 day 0.50 600.00 / Day 300.00
PL14 day 0.06 444.00 / Day 26.64
PL15 day 1.00 420.00 / Day 420.00
PMC031 hours 0.10 526.68 / hours 52.67
PM0220 Kg 41.21 76.31 / Kg. 3,144.74
PM0101 Kg 104.80 56312.09 / MT 5,901.51
PM0105 Kg 20.00 90462.09 / MT 1,809.24
10855.48 x 25% 2,713.87
14,368.66
Over Head excluding Tax (10%-4%) @6% 14,368.66 x 6 % 862.12
Contractor's Profit @10% 15,230.78 x 10 % 1,523.08
Labour Cess @1% 16,753.86 x 1 % 167.54
16,921.40
3,760.31
3,760.30
Material
Add 25 per cent of the cost of material
for fabrication, nuts, bolts and washers
etc.)
Total Resource Cost
Cost For 4.5 Rmt
Rate per Rmt
Say Rs. Per Rmt
Blacksmith 1st class/ Electrician
Structural Steel (E 250)
Nuts, Bolts and Rivets
Corrugated sheet, 3 mm thick, W/ Thrie
beam section railing
Channel post 150 x 75 x 5 mm,1.8 m
long,3 Nos @ 16.4 kg per metre and
Spacer 150 x 75 x 5 mm channel 0.33
m long,3 Nos @ 16.4 kg per metre
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Type - A, "W" : Metal Beam Crash Barrier
(Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated
sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical
post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road
level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to
IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel
section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)
___________________________________________________________________________________________________Page no. 180 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-23-B
Unit = Rmt
Taking output = 4.50 Rmt
Code Unit Qty. Amount
PL03 day 0.50 600.00 / Day 300.00
PL14 day 0.06 444.00 / Day 26.64
PL15 day 1.00 420.00 / Day 420.00
PMC031 hours 0.10 526.68 / hours 52.67
PM0220 Kg 72.94 76.31 / Kg. 5,566.05
PM0101 Kg 125.26 56312.09 / MT 7,053.65
PM0105 Kg 30.00 90462.09 / MT 2,713.86
15333.57 x 15% 2,300.03
18,432.91
Over Head excluding Tax (10%-4%) @6% 18,432.91 x 6 % 1,105.97
Contractor's Profit @10% 19,538.88 x 10 % 1,953.89
Labour Cess @1% 21,492.77 x 1 % 214.93
21,707.70
4,823.93
4,823.90
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Corrugated sheet, 3 mm thick, W/ Thrie
beam section railing
Structural Steel (E 250)
Channel post 150 x 75 x 5 mm,2.0 m
long,3 Nos @ 16.4 kg per metre and
Spacer 150 x 75 x 5 mm channel 0.546
m long,3 Nos @ 16.4 kg per metre
Nuts, Bolts and Rivets
Add 15 per cent of the cost of material
for fabrication, nuts, bolts and washers
etc.)
Total Resource Cost
Cost For 4.5 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Type - B, "THRIE" : Metal Beam Crash Barrier
(Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick
corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series
channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m
below ground level, all steel parts and fitments to be galvanised by hot dip process, all fittings
to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a
space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)
___________________________________________________________________________________________________Page no. 181 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-24
Note:-
8-25
Note:-
Unit = Rmt
Taking output = 15.00 Rmt
Code Unit Qty. Amount
PL03 day 1.000 600.00 / Day 600.00
PL14 day 0.120 444.00 / Day 53.28
PL15 day 2.000 420.00 / Day 840.00
PMC031 hours 0.25 526.68 / hours 131.67
PM0101 Kg 424.40 56312.09 / MT 23,898.85
The items of excavations and cement concrete works will be measured and
included separately as per the approved designs and drawings.
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Structural Steel (E 250)
Mate
i) RS Joist 100 x 75 mm - 16.5 m @
11.5 kg per metre
ii) Struts - 2 Nos. for terminal posts,2 m
long each 2 x 2 x 11.50
Flexible Crash Barrier, Wire Rope Safety Barrier
(Providing and erecting a wire rope safety barrier with vertical posts of medium weight RS
Joist (ISMB series) 100 mm x 75 mm (11.50 kg/m), 1.50 m long 0.85 m above ground and
0.65 m below ground level, split at the bottom for better grip, embedded in M 15 grade
cement concrete 450 x 450 x 450 mm, 1.50 m center to center and with 4 horizontal steel
wire rope 40 mm dia and anchored at terminal posts 15 m apart. Terminal post to be
embedded in M 15 gradecementconcretefoundation2400 x 450 x 900 mm (depth),
strengthened by a strut of RS joist 100 x 75 mm, 2 m long at 450 inclination and a tie 100 x 8
mm, 1.50 m long at the bottom, all embedded in foundation concrete as per approved design
and drawing, rate excluding excavation and cement concrete.)
Since it is a ready made item commercially produced and erected by
specialised firm in the electrical and electronic field, rate may be taken
based on market enquiry from firms specialised in this field and ISI certified
for the approved design and drawing.
Road Traffic Signals electrically operated (Since it is a ready made item commercially
produced and erected by specialised firm in the electrical and electronic field, rate may
be taken based on market enquiry from firms specialised in this field and ISI certified
for the approved design and drawing.)
___________________________________________________________________________________________________Page no. 182 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0295 Kg 65.00 214.31 / Kg. 13,930.15
37829.00 x 5% 1,891.45
41,345.40
8-9 Sqm 16.500 81.00 / Sqm 1,336.50
Over Head excluding Tax (10%-4%) @6% 41,345.40 x 6 % 2,480.72
Contractor's Profit @10% 43,826.13 x 10 % 4,382.61
Labour Cess @1% 48,208.74 x 1 % 482.09
50,027.32
3,335.15
3,335.20
8-26
8-26-A
8-26-B
Note:-
Unit = Rmt
Taking output = 1.00 Rmt
The items of excavation and cement concrete as per approved design to be
measured and paid separately
Steel wire rope 40 mm
Total Resource Cost
Sub- Item
Applying 2 coats of painting on
exposed surface
Cost For 15 Rmt
Rate per Rmt
Say Rs. Per Rmt
iii) Tie 2 Nos. of 8 mm steel plate,1.5
sqm each for terminal posts @ 62.80
kg/sqm (2 x 1.5)
Add 5 per cent of cost of material for
drilling, gripping, fixing, fabrication and
welding consumables
including 7.50 per cent extra for fixing
at ends 15 x 4 x 1.075 @ 1 kg per m
Plantation
(Plantation of shrubs and plants of approved species in the median. apart from cutting off
glare from vehicle coming from opposite direction, these plants provide a pleasant
envoirenment and are eco-friendly. The rate for this item is available in the chapter 11 on
horticulture. )
Anti - Glare Devices in Median
Anti - Glare Screen with 25 mm steel pipe framework fixed with circular and
rectangular vans
(Providing and erecting an anti - glare screen with 25 mm dia vertical pipes fabricated and
framed in the form of panels of one metre length and 1.75 mtr height fixed with circular vane
250 mm dia at top and rectangular vane 600 x 300 mm at the middle, made out of steel sheet
of 3 mm thickness, end vertical pipes of the panel made larger for embedding in foundation
concrete, applying 2 coats of paint on all exposed surfaces, all as per approved design and
drawings.)
___________________________________________________________________________________________________Page no. 183 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
PL14 day 0.004 444.00 / Day 1.78
PL15 day 0.100 420.00 / Day 42.00
PM0101 Kg 9.12 56312.09 / MT 513.57
PM0293 Rmt 16.00 276.82 / Rmt 4,429.12
4942.69 x 5% 247.13
5,233.60
8-9 Sqm 1.830 81.00 / Sqm 148.23
Over Head excluding Tax (10%-4%) @6% 5,233.60 x 6 % 314.02
Contractor's Profit @10% 5,547.61 x 10 % 554.76
Labour Cess @1% 6,102.37 x 1 % 61.02
6,311.63
6,311.63
6,311.60
8-26-C
Note:-
Unit = Rmt
Taking output = 1.50 Rmt
Sub- Item
Applying 2 coats of painting on
exposed surface
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
The items of excavation and cement concrete as per approved design to be
measured and paid separately
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Structural Steel (E 250)
i) MS sheet for 600 x 300 x 3 mm
rectangular vane, one number @
24kg/sqm
ii) MS sheet for 250 mm dia circular
vane 3 mm thick,4 numbers @ 24
kg/sqm
Steel pipe 25 mm external dia as per
IS:1239
Add 5 per cent cost of material for
fabrication, welding, bending, nuts,
bolts etc
Total Resource Cost
Anti - Glare Screen with Rectangular Vane of MS sheet
(Providing and erecting anti - glare screen with rectangular vanes of size 750 x 500 mm
made from MS sheet, 3 mm thick and fixed on MS angle 50 x 50 x 6 mm at an angle of 450
to the direction of flow of traffic, 1.5 m center to center, top edge of the screen 1.75 m above
ground level, vertical post firmly embedded in cement concrete foundation 0.60 m below
ground level, applying 2 coats of paint on exposed faces, all complete as per approved
design and drawings)
___________________________________________________________________________________________________Page no. 184 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
PL14 day 0.004 444.00 / Day 1.78
PL15 day 0.100 420.00 / Day 42.00
PMC031 hours 0.10 526.68 / hours 52.67
PM0101 Kg 19.58 56312.09 / MT 1,102.59
1102.59 x 5% 55.13
1,254.16
8-9 Sqm 1.830 81.00 / Sqm 148.23
Over Head excluding Tax (10%-4%) @6% 1,254.16 x 6 % 75.25
Contractor's Profit @10% 1,329.41 x 10 % 132.94
Labour Cess @1% 1,462.36 x 1 % 14.62
1,625.21
1,083.47
1,083.50
8-27
Note:-
8-27-1
Unit = No.
Taking output = 1.00 No.
Code Unit Qty. Amount
PL03 day 0.250 600.00 / Day 150.00
Add 5 per cent cost of material for
fabrication, welding, bending, nuts,
bolts etc
Total Resource Cost
Sub- Item
Applying 2 coats of painting on
exposed surface
Cost For 1.5 Rmt
Rate per Rmt
Say Rs. Per Rmt
Machine
Tractor with trolley.
The items of excavation and cement concrete foundation will be measured
and included separately in the estimate as per approved design and
drawing. The rate for painting has been analysed in this chapter.
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Street Lighting
(Providing and erecting street light mounted on a steel circular hollow pole of standard
specifications for street lighting, 9 m high spaced 40 m apart, 1.8 m overhang on both sides if
fixed in the median and on one side if fixed on the footpath, fitted with sodium vapour lamp
and fixed firmly in concrete foundation.)
For Fixing in Median
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Structural Steel (E 250)
i) Angle iron post,50 x 50 x 6 mm,
length 2.35 m
ii) MS sheet 3 mm thick @ 24 kg/sqm
___________________________________________________________________________________________________Page no. 185 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.030 444.00 / Day 13.32
PL15 day 0.500 420.00 / Day 210.00
PM0287 No. 1.00 387.00 / Nos. 387.00
PM0290 No. 1.00 6330.00 / Nos. 6,330.00
6717.00 x 5% 335.85
7,426.17
8-9 Sqm 5.750 81.00 / Sqm 465.75
Over Head excluding Tax (10%-4%) @6% 7,426.17 x 6 % 445.57
Contractor's Profit @10% 7,871.74 x 10 % 787.17
Labour Cess @1% 8,658.91 x 1 % 86.59
9,211.25
9,211.25
9,211.30
8-27-2
Unit = No.
Taking output = 1.00 No.
Code Unit Qty. Amount
PL03 day 0.250 600.00 / Day 150.00
PL14 day 0.030 444.00 / Day 13.32
PL15 day 0.500 420.00 / Day 210.00
PM0287 No. 1.00 387.00 / Nos. 387.00
PM0290 No. 1.00 6330.00 / Nos. 6,330.00
6717.00 x 5% 335.85
7,426.17
Beldar/mazdoor (unskilled)
Material
Sodium vapour lamp
Steel circular hollow pole of standard
specification for street lighting to mount
light at 9 m height above road level
Add 5 per cent of cost of material for
holder, electric cable, insulation, ladder,
scaffolding etc
Total Resource Cost
Material
Sodium vapour lamp
Steel circular hollow pole of standard
specification for street lighting to mount
light at 9 m height above road level
Add 5 per cent of cost of material for
holder, electric cable, insulation, ladder,
scaffolding etc
Total Resource Cost
Sub- Item
Providing two coats of alluminium paint
over steel circular hollow pipe with
overhang on both sides
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Mate
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
For fixing in Footpath
___________________________________________________________________________________________________Page no. 186 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-9 Sqm 4.630 81.00 / Sqm 375.03
Over Head excluding Tax (10%-4%) @6% 7,426.17 x 6 % 445.57
Contractor's Profit @10% 7,871.74 x 10 % 787.17
Labour Cess @1% 8,658.91 x 1 % 86.59
9,120.53
9,120.53
9,120.50
8-28
Note:-
Unit = No.
Taking output = 1.00 No.
Code Unit Qty. Amount
PL03 day 0.200 600.00 / Day 120.00
PL14 day 0.020 444.00 / Day 8.88
PL15 day 0.400 420.00 / Day 168.00
PM0287 No. 1.00 387.00 / Nos. 387.00
PM0289 No. 1.00 4220.00 / Nos. 4,220.00
4607.00 x 1% 46.07
4,949.95
8-9 Sqm 2.760 81.00 / Sqm 223.56
Over Head excluding Tax (10%-4%) @6% 4,949.95 x 6 % 297.00
Contractor's Profit @10% 5,246.95 x 10 % 524.69
Sub- Item
Providing two coats of alluminium paint
over steel circular hollow pipe with
overhang on both sides
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Resource Rate
Labour
Sub- Item
Providing two coats of alluminium paint
over steel circular hollow pipe
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Material
Sodium vapour lamp
Steel circular hollow pole of standard
specification for street lighting to mount
light at 5 m height above deck level
Add 1 per cent of cost of material for
holder, electric cable, insulation, ladder,
scaffolding etc
Total Resource Cost
The items of cement concrete to be measured and paid separately as per
approved design. The rate for painting has already been analysed in this
chapter.
Lighting on Bridges
(Providing and fixing lighting on bridges, mounted on steel hollow circular poles of standard
specifications, 5 m high fixed on parapets with cement concrete, 20 m apart and fitted with
sodium vapour lamp)
___________________________________________________________________________________________________Page no. 187 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 5,771.64 x 1 % 57.72
6,052.92
6,052.92
6,052.90
8-29
Note:-
8-29-1
Unit = Rmt
Taking output = 20.00 Rmt
Code Unit Qty. Amount
PL14 day 0.050 444.00 / Day 22.20
PL15 day 1.000 420.00 / Day 420.00
PL17 day 0.250 510.00 / Day 127.50
PMC031 hours 0.50 526.68 / hours 263.34
PM0166 Cum 7.20 840.00 / Cum 6,048.00
PM0216 No. 9.00 132.00 / Nos. 1,188.00
PM0271 Rmt 20.00 1703.64 / Rmt 34,072.80
42,141.84
12-7 (Add) Cum 2.360 4354.10 / Cum 10,275.68
12-6-B Cum 0.020 8190.90 / Cum 163.82
Over Head excluding Tax (10%-4%) @6% 42,141.84 x 6 % 2,528.51
Contractor's Profit @10% 44,670.35 x 10 % 4,467.04
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Inspection chamber at both ends is the responsibility of the agency who is
laying the duct. Hence not included.
Cable Duct Across the Road
(Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road
(new construction), extending from drain to drain in cuts and toe of slope to toe of slope in
fills, constructing head walls at both ends, providing a minimum fill of granular material over
top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular
material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to
minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert
level of duct to be above higher than ground level to prevent entry of water and dirt, all as per
IRC: 98 - 1997 and approved drawings.)
Single Row for one utility service
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Tractor with trolley.
Material
Granular Material or hard murrum for
GSB works at Site
Coller for joints 300 mm dia
RCC Pipe NP 4 heavy duty non presure
pipe 300 mm dia
Total Resource Cost
Sub- Item
Random Rubble masonry in cement
mortar 1:6 for head wall both side
Cement mortar 1:2 for joints
___________________________________________________________________________________________________Page no. 188 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 49,137.39 x 1 % 491.37
60,068.25
3,003.41
3,003.40
8-29-2
Unit = Rmt
Taking output = 20.00 Rmt
Code Unit Qty. Amount
PL14 day 0.050 444.00 / Day 22.20
PL15 day 2.000 420.00 / Day 840.00
PL17 day 0.250 510.00 / Day 127.50
PMC031 hours 1.00 526.68 / hours 526.68
PM0166 Cum 14.40 840.00 / Cum 12,096.00
PM0216 No. 18.00 132.00 / Nos. 2,376.00
PM0271 Rmt 40.00 1703.64 / Rmt 68,145.60
84,133.98
12-7 (Add) Cum 3.370 4354.10 / Cum 14,673.32
12-6-B Cum 0.040 8190.90 / Cum 327.64
Over Head excluding Tax (10%-4%) @6% 84,133.98 x 6 % 5,048.04
Contractor's Profit @10% 89,182.02 x 10 % 8,918.20
Labour Cess @1% 98,100.22 x 1 % 981.00
1,14,082.18
5,704.11
5,704.10
8-29-3
Unit = Rmt
Taking output = 20.00 Rmt
Code Unit Qty. Amount
PL14 day 0.160 444.00 / Day 71.04
PL15 day 3.000 420.00 / Day 1,260.00
PL17 day 1.000 510.00 / Day 510.00
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Double Row for two utility services
Tractor with trolley.
Material
Granular Material or hard murrum for
GSB works at Site
Coller for joints 300 mm dia
RCC Pipe NP 4 heavy duty non presure
pipe 300 mm dia
Total Resource Cost
Sub- Item
Random Rubble masonry in cement
mortar 1:6 for head wall both side
Cost For 20 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Cement mortar 1:2 for joints
Cost For 20 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Triple Row for three utility services
___________________________________________________________________________________________________Page no. 189 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC031 hours 1.50 526.68 / hours 790.02
PM0166 Cum 21.60 840.00 / Cum 18,144.00
PM0216 No. 27.00 132.00 / Nos. 3,564.00
PM0271 Rmt 60.00 1703.64 / Rmt 1,02,218.40
1,26,557.46
12-7 (Add) Cum 4.380 4354.10 / Cum 19,070.96
12-6-B Cum 0.060 8190.90 / Cum 491.45
Over Head excluding Tax (10%-4%) @6% 1,26,557.46 x 6 % 7,593.45
Contractor's Profit @10% 1,34,150.91 x 10 % 13,415.09
Labour Cess @1% 1,47,566.00 x 1 % 1,475.66
1,68,604.07
8,430.20
8,430.20
8-30
8-31
Machine
Tractor with trolley.
Material
Granular Material or hard murrum for
GSB works at Site
Coller for joints 300 mm dia
RCC Pipe NP 4 heavy duty non presure
pipe 300 mm dia
Total Resource Cost
Sub- Item
Random Rubble masonry in cement
mortar 1:6 for head wall both side
Cement mortar 1:2 for joints
Cost For 20 Rmt
Rate per Rmt
Say Rs. Per Rmt
Highway Patrolling and Traffic Aid Post
(It is proposed to locate one Traffic Aid Post every 50-60 km of the highway. )
The organisation and financial aspect are required to be finalised in consultation with
administrative and traffic authorities .
Items related to under pass/ subway/ overhead bridge/ overhead foot bridge
(The items involved for underpass/ subway/ overhead bridge/ overhead foot bridge are
earthwork, plain cement concrete, plastering, painting, information sign etc. The rates for
these items are available in respective chapters which can be adopted for the quantities
derived from the approved designs and drawings)
___________________________________________________________________________________________________Page no. 190 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-32
8-33
8-33-1
Unit = Tonne
Taking output = 1.00 Tonne
Code Unit Qty. Amount
PL03 day 1.000 600.00 / Day 600.00
PL14 day 0.120 444.00 / Day 53.28
PL15 day 2.000 420.00 / Day 840.00
PMC033 hours 1.00 585.20 / hours 585.20
PM0201 Tonne 1.05 59312.09 / MT 62,277.69
62277.69 x 15% 9,341.65
62277.69 x 1% 622.78
74,320.61
Over Head excluding Tax (10%-4%) @6% 74,320.61 x 6 % 4,459.24
Contractor's Profit @10% 78,779.84 x 10 % 7,877.98
Labour Cess @1% 86,657.83 x 1 % 866.58
87,524.40
87,524.40
87,524.40
Gantry Support System
Material
Aluminium alloy/galvanised steel
Add 15 per cent of cost of material for
fabrication and erection.
Add 1 per cent of cost of material for
nuts, bolts and welding
Total Resource Cost
Cost For 1 Tonne
Rate per Tonne
Say Rs. Per Tonne
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Machine
Truck 10 t capacity
Traffic Control System and Communication system
(Providing a traffic control centre and communication system including telecommunication
facilities and related accessories, CCTV, radar, vehicle detection camera, central computer
system.
These are specialised item of telecommunication system and are the commercial products.
The designer is required to contact the manufacturers to ascertain market prices. In case of
civil works required to be executed for these installations, pricing may be done as per rates in
relevant chapters for quantities derived approved design and drawing.)
As regards the locations where such devices are required to be installed, the traffic control
authority should be consulted to finalise the location
Gantry Mounted Variable Message Sign board
(Providing and erecting gantry mounted variable message sign board electronically operated
capable of flashing the desired message over a designed support system of aluminium alloy
or galvanised steel, erected as per approved design and drawings and with lateral clearance
as per clause 802.3)
___________________________________________________________________________________________________Page no. 191 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-33-2
8-34
8-34-A
Unit = Sqm
Taking output = 20.00 Sqm
Code Unit Qty. Amount
PL03 day 0.250 600.00 / Day 150.00
PL14 day 0.080 444.00 / Day 35.52
PL15 day 1.500 420.00 / Day 630.00
PMC031 hours 3.00 526.68 / hours 1,580.04
PM0281 No. 80.00 53.00 / Nos. 4,240.00
PM0294 Kg 150.00 191.31 / Kg. 28,696.50
28696.50 x 1% 286.97
35,619.03
Over Head excluding Tax (10%-4%) @6% 35,619.03 x 6 % 2,137.14
Contractor's Profit @10% 37,756.17 x 10 % 3,775.62
Labour Cess @1% 41,531.78 x 1 % 415.32
41,947.10
2,097.36
2,097.40
Message Display
Message display board 6 sqm electronically operated with complete electronic fitments for
flashing the pre-determined messages.
This is a specilised commercial product and the lumpsum rate including erection at site is
required to be as certained from the market and including in the rate analysis. The size of the
board will vary depending upon specific location.
The rate for the gantry mounted variable sign would be the addition of cost of gantry support
system as per approved design determined at (i) above and the cost of message display
board as certained from the market at (ii) above
Traffic Impact Attenuators at Abutments and Piers
With Scrap Tyres
(Provision and installation of traffic attenuators at abutment/pier of flyovers bridges using
scrap tyres of size 100 x 20 retrieved from trucks laid in 2 rows and 4 tiers, one above the
other and tied with 20 mm wire rope as per approved design and drawings.)
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Steel wire rope 20 mm
Add 1 per cent of cost of wire rope for
clamps etc.
Total Resource Cost
Cost For 20 Sqm
Rate per Sqm
Say Rs. Per Sqm
Scrap tyres of size 900 x 20
___________________________________________________________________________________________________Page no. 192 of 477
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-34-B
Note:-
Unit = Sqm
Taking output = 20.00 Sqm
Code Unit Qty. Amount
PL03 day 0.250 600.00 / Day 150.00
PL14 day 0.130 444.00 / Day 57.72
PL15 day 3.000 420.00 / Day 1,260.00
PMC031 hours 2.00 526.68 / hours 1,053.36
PM0123 Cum 8.00 1641.25 / Cum 13,130.00
PM0291 No. 50.00 100.00 / Nos. 5,000.00
PM0294 Kg 15.00 191.31 / Kg. 2,869.65
2869.65 x 1% 28.70
23,549.43
Over Head excluding Tax (10%-4%) @6% 23,549.43 x 6 % 1,412.97
Contractor's Profit @10% 24,962.39 x 10 % 2,496.24
Labour Cess @1% 27,458.63 x 1 % 274.59
27,733.22
1,386.66
1,386.70
8-34-C
Unit = Sqm
Taking output = 10.00 Sqm
Code Unit Qty. Amount
PL14 day 0.100 444.00 / Day 44.40
With HI - DRO cell Sandwich (Patented)
(In this patented HI - DRO cell system, water gets discharged from plastic tubes on
impact over a pre-determined time, thus absorbing the energy)
Providing and installing a patentend HI - DRO cell system as a traffic impact attenuators,
using plastic tubes 50 cm dia, 1.2 m in height, 25 mm opening at the top, placed in three
rows, filled with water and tied with a 20 mm steel wire rope
Using Plastic/Steel Barrel, Filled with Sand
(Provision and installation of traffic impact attenuator at abutment/pier of flyovers bridges
using plastic/steel barrels 0.60 m dia and 1.0 m in height, filled with sand in three rows and
tied with20 mm steel wire rope as per approved design and drawings)
Machine
Tractor with trolley.
Material
Sand (Coarse)
Steel drum 300 mm dia 1.2 m
high/empty bitumen drum
Add 1 per cent of cost of wire rope for
clamps etc.
Total Resource Cost
Cost For 20 Sqm
Rate per Sqm
Say Rs. Per Sqm
Steel wire rope 20 mm
Plastic barrels can also be used instead of Steel barrels for which the
resource rate may be suitably changed.
Resource Rate
Labour
Mate
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 193 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 2.500 420.00 / Day 1,050.00
PMC031 hours 2.00 526.68 / hours 1,053.36
PMC078 hours 2.00 321.86 / hours 643.72
PM0144 KL 12.00 135.00 / KL 1,620.00
PM0261 No. 40.00 928.00 / Nos. 37,120.00
PM0294 Kg 100.00 191.31 / Kg. 19,131.00
19131.00 x 1% 191.31
60,853.79
Over Head excluding Tax (10%-4%) @6% 60,853.79 x 6 % 3,651.23
Contractor's Profit @10% 64,505.02 x 10 % 6,450.50
Labour Cess @1% 70,955.52 x 1 % 709.56
71,665.07
7,166.51
7,166.50
8-35
Item Deleted
Road Markers/Road Stud with Lense Reflector
(Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive
effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by
drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or
epoxy mortar, all as per BS 873 part 4:1973)
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Water
Plastic tubes 50 cm dia, 1.2 m high
Steel wire rope 20 mm
Add 1 per cent of cost of wire rope for
clamps etc.
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Water Tanker
___________________________________________________________________________________________________Page no. 194 of 477
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-36
Unit = No.
Taking output = 68.00 No.
Code Unit Qty. Amount
PL14 day 0.020 444.00 / Day 8.88
PL15 day 0.500 420.00 / Day 210.00
PMC031 hours 0.10 526.68 / hours 52.67
PM0143 No. 68.00 145.00 / Nos. 9,860.00
10,131.55
Over Head excluding Tax (10%-4%) @6% 10,131.55 x 6 % 607.89
Contractor's Profit @10% 10,739.44 x 10 % 1,073.94
Labour Cess @1% 11,813.38 x 1 % 118.13
11,931.52
175.46
175.50
8-37
8-37-A
8-37-B
8-37-C
Beldar/mazdoor (unskilled)
Material
Traffic cones
Total Resource Cost
Cost For 68 No.
Rate per No.
Say Rs. Per No.
Machine
Tractor with trolley.
Resource Rate
Labour
Mate
Traffic Cone
(Provision of red fluorescent with white reflective sleeve traffic cone made of low density
polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770
mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873)
Roadside Amenities
Rest Areas
(Providing plainly furnished accommodation for rest rooms, dormitories, restaurants, stalls,
shops, petrol pump, telephone booth, first aid room, traffic aid post, police assistance booth,
including electricity, toilet and sewerage system.
Pricing may be done based on current plinth area rates approved by PWD/CPWD/MES for a
particular zone. Area is required to be assessed for specific location as per actual site
conditions)
Parking areas and Bus Laybyes for Trucks, Buses and Light vehicles
(Pricing of parking areas may be done for the quantities of various items based on the
approved dimensions and pavement design for a particular terrain and soil. Rates for items
may be from respective chapters.)
Lawn
(Providing a lawn planted with grass and its maintenance )
Pricing of lawn may be done as per rates given in the chapter on horticulture for the
quantities as per approved dimensions in the drawings
___________________________________________________________________________________________________Page no. 195 of 477
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8-38
8-39
Note:-
8-40
8-41
Quantities of Earthwork, Cement Concret, brick masonry or stone masonry,
Painting, Pipe for Frame, CGI Sheets to be calculated as per approved
design and cost added as per rates of these items given in respective
chapter.
a) Provision of toll collection service lane to separate different categories of vehicles for
purpose of toll collection. This involves considerable increase in carriage way width
Rumble Strips
(Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at
center, 250 mm wide placed at 1 m center to center at approved locations to control speed,
marked with white strips of road marking paint.)
Unit = sqm; Taking output = 100 sqm (including gaps)
The rate per sqm of premix carpet and road marking may be adopted from chapter 5 & 8
respectively for the quantities calculated from approved drawings
Policeman Umbrella
(Provision of a 2 m high (floor to roof) umbrella for traffic policeman at road crossings, where
necessary, installed on a raised platform, built on a central support of a steel pipe 100 mm
dia, roof made of 25 mm dia steel pipe to provide covered area of 3 sqm, roofed with CGI
sheets, all steel parts to be given 2 coats of paint)
High Mast Pole Lighting at Interchanges and Flyovers
(Providing and erecting a high mast pole lighting with 30 m high hot dip galvanised mast
designed to withstand forces exerted with wind speeds of 180 km per hour with 3 seconds
gust, as per IS:875 (Part 3) - 1978, fitted with a base flange, door at the base of mast with
heavy duty internal lock, lantern carriage, suitable winching arrangement for safe working
load of 750 kg and high powered electrically driven power tools for raising and lowering of
lantern carriage, flexible 8 core electric cable, lightening conductor, earthing terminal, and
fixing 2 nos aviation obstruction lights on top of the mast, all complete as per approved
design and drawings
This is a specialised work and is generally done by firms who specialise in such jobs. The
detailed designs and estimates are submitted by the firms alongwith their tender for checks
by the Department. The cost of this work is required to be worked out based on approved
design, drawings and estimate of the lowest tender. A separate contract for this work is
concluded as the contractors for road and bridge works generally donot undertake such
jobs.)
Toll Plaza
(The construction, operation and maintenance of Toll Plaza can be broken into separate
items of work as under based on the approved design and drawings:-)
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8-42
a) Diversion one km ahead
b) Traffic sign ahead
c) Road ahead closed
d) Men at work
e) Road narrow
f) Single file traffic
g) Right lane diverted
h) Left lane diverted
i) Right lane closed
j) Left lane closed
b) Provision of 2.5 m wide separators for different toll collection service lanes for safety
c) Toll booths with integrated roof cover
d) Barrier gates for individual lanes
e) Provision of building to provide facility to toll plaza personnel
f) Toll plaza office equipment and furniture
g) Water supply, electricity, sanitation, septic-tank system and drainage
h) Telephone, intercomes, wireless communication system
i) High mast lighting
j) Pavement marking
k) Overhead signs
m) Variable message signs
l) Fixed message signs (Advance)
n) Traffic cones and pylons
o) First aid post
p) Traffic aid post and security
The quantities for the above mentioned items may be calculated from the approved design
and drawings and their rates adopted from respective chapters of the Standard Data Book
Following types of signs are required to be fixed in construction zones for safety of traffic
Safety Devices and signs in Construction Zones
(Provision and fixing of traffic signs for limited period at suitable locations in construction
zone comprising of warning zone, approach transition zone, working zone and terminal
transition zone with a minimum distance of 60 cm from the edge of the kerb in case of kerbed
roads and 2 to 3 m from the edge of the carriageway in case of un-kerbed roads, the bottom
edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 60 mm x
60 mm x 6 mm angle iron post, founded and installed as per approved design and drawings,
removed and disposed of after completion of construction work, all as per IRC:SP:55-2001)
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k) Median closed
l) Diversion to other carriageway
m) Traffic signal ahead
n) Two way traffic
o) Un - even road
p) Slippery road
q) Loose chippings
r) Dual carriageway ends
s) Diversion
t) Do not enter
u) Road closed
v) Stop
w) Slow
x) One way
y) Give way
z) Overtaking prohibited
aa) Speed limit
bb) Weight limit
cc) Height and length limit
dd) No stopping or standing
8-43
Unit = No.
Taking output = 1.00 No.
Code Unit Qty. Amount
PL18 day 0.500 528.00 / Day 264.00
PL14 day 0.020 444.00 / Day 8.88
PL15 day 0.250 420.00 / Day 105.00
PL59 day 0.250 510.00 / Day 127.50
PM0101 Kg 40.00 56312.09 / MT 2,252.48
ee) Any other warning or regulatory safety sign as per site requirement and consistent with
IRC:SP:55-2001 and IRC:67
The rate for traffic signs are already worked out and given elsewhere in this chapter. The same may be
adopted.
Resource Rate
Labour
Painter (Ist class)
Welder
Structural Steel (E 250)
Material
Mate
Beldar/mazdoor (unskilled)
Portable Barricade in Construction Zone
(Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length
fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal
rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A'
frame painted with 2 coats of yellow paint, complete as per IRC:SP:55-2001 )
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2252.48 x 2% 45.05
PM0106 Lit 0.50 237.00 / litre 118.50
2,921.41
Over Head excluding Tax (10%-4%) @6% 2,921.41 x 6 % 175.28
Contractor's Profit @10% 3,096.70 x 10 % 309.67
Labour Cess @1% 3,406.37 x 1 % 34.06
3,440.43
3,440.43
3,440.40
8-44
8-44-A
Unit = No.
Taking output = 1.00 No.
Code Unit Qty. Amount
PL18 day 0.600 528.00 / Day 316.80
PL14 day 0.050 444.00 / Day 22.20
PL15 day 0.300 420.00 / Day 126.00
PL59 day 0.300 510.00 / Day 153.00
PM0101 Kg 65.00 56312.09 / MT 3,660.29
3660.29 x 1% 36.60
PM0106 Lit 1.00 237.00 / litre 237.00
4,551.89
Over Head excluding Tax (10%-4%) @6% 4,551.89 x 6 % 273.11
With Steel Components
(Construction of a permanent type barricade made of steel components, 1.5 m high from
road level, fitted with 3 horizontal rails 200 mm wide and 4 m long on 50 x 50 x 5 mm angle
iron vertical support, painted with yellow and white strips, 150 mm in width at an angle
of450, complete as per IRC:SP:55-2001 )
Permanent Type Barricade in Construction Zone
Paint (Synthetic Enamel)
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Angle iron 45 x 45 x 5 mm = 25 Kg
MS sheet 300 mm wide,2.5 m long and
2.6 mm thick = 15 Kg
Add 2 per cent of cost of steel for
welding consumables, nuts & bolts and
drilling holes
Resource Rate
Labour
Painter (Ist class)
Mate
Beldar/mazdoor (unskilled)
Welder
Material
Structural Steel (E 250)
Angle iron 50 x 50 x 5 mm,2 m long,2
Nos. = 15 Kg
MS sheet of 12 SWG,3 Nos of 200 mm
width and 4 m length = 50 Kg
Add 1 per cent of cost of steel for
welding consumables, nuts & bolts and
drilling holes
Paint (Synthetic Enamel)
Total Resource Cost
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Contractor's Profit @10% 4,825.00 x 10 % 482.50
Labour Cess @1% 5,307.50 x 1 % 53.08
5,360.58
5,360.58
5,360.60
8-44-B
Unit = No.
Taking output = 1.00 No.
Code Unit Qty. Amount
PL18 day 0.600 528.00 / Day 316.80
PL14 day 0.050 444.00 / Day 22.20
PL15 day 0.300 420.00 / Day 126.00
PL05 day 0.600 600.00 / Day 360.00
PM0301 Cum 0.18 56486.97 / Cum 10,167.65
10167.65 x 1% 101.68
11,094.33
Over Head excluding Tax (10%-4%) @6% 11,094.33 x 6 % 665.66
Contractor's Profit @10% 11,759.99 x 10 % 1,176.00
Labour Cess @1% 12,935.99 x 1 % 129.36
13,065.35
13,065.35
13,065.40
8-44-C
Unit = No.
Taking output = 1.00 No.
Code Unit Qty. Amount
PL18 day 1.000 528.00 / Day 528.00
PL14 day 0.240 444.00 / Day 106.56
PL15 day 3.000 420.00 / Day 1,260.00
With Bricks
(Construction of a permanent type barricade made with brick work in mud mortar, 1.5 m
high, 4 m long, 600 mm thick, plastered with cement mortar 1:6, painted with yellow and
white strips)
Resource Rate
Labour
Painter (Ist class)
Mate
Beldar/mazdoor (unskilled)
Carpenter 1st class
Material
Timber
Add 1 per cent of cost of timber for
nuts & bolts, nails, etc.
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Cost For 1 No.
Rate per No.
Say Rs. Per No.
With Wooden Components
(Construction of a permanent type barricade made of wooden components, 1.5 m high from
road level, fitted with 3 horizontal planks 200 mm wide and 3.66 m long on 100 x 100mm
wooden vertical post, painted with yellow and white striups, 150 mm in width at an angle
of450, complete as per IRC:SP:55-2001 )
Resource Rate
Labour
Painter (Ist class)
Mate
Beldar/mazdoor (unskilled)
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PL12 day 2.000 600.00 / Day 1,200.00
PM0048 No. 1,800 9936.27 / 1000 Nos 17,885.29
PM0049 Kg 22.00 7512.09 / MT 165.27
PM0106 Lit 1.25 237.00 / litre 296.25
PM0123 Cum 0.09 1641.25 / Cum 147.71
21,589.07
Over Head excluding Tax (10%-4%) @6% 21,589.07 x 6 % 1,295.34
Contractor's Profit @10% 22,884.42 x 10 % 2,288.44
Labour Cess @1% 25,172.86 x 1 % 251.73
25,424.59
25,424.59
25,424.60
8-45
Unit = No.
Taking output = 1.00 No.
Code Unit Qty. Amount
PL18 day 0.250 528.00 / Day 132.00
PL14 day 0.020 444.00 / Day 8.88
PL15 day 0.250 420.00 / Day 105.00
PM0106 Lit 0.50 237.00 / litre 118.50
PM0291 No. 1.00 100.00 / Nos. 100.00
464.38
Over Head excluding Tax (10%-4%) @6% 464.38 x 6 % 27.86
Contractor's Profit @10% 492.24 x 10 % 49.22
Labour Cess @1% 541.47 x 1 % 5.41
546.88
546.88
546.90
8-46
Unit = No.
Taking output = 1.00 No.
Drum Delineator in Construction Zone
(Provision of metal drum/empty bitumen drum delineator, 300 mm in diameter, 800 mm
high, filled with earth for stability, painted in circumferential strips of alternate black and
white 100 mm wide fitted with reflectors 3 Nos of 7.5 cm dia, all as per IRC:SP:55-2001)
Flagman
(Positioning of a smart flagman with a yellow vest and a yellow cap and a red flag 600 x 600
mm securely fastened to a staff 1 m in length for guiding the traffic)
Resource Rate
Labour
Painter (Ist class)
Mate
Beldar/mazdoor (unskilled)
Material
Paint (Synthetic Enamel)
Steel drum 300 mm dia 1.2 m
high/empty bitumen drum Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Mason 1st class
Material
Brick
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Cement
Paint (Synthetic Enamel)
Sand (Coarse)
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Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 1.000 420.00 / Day 420.00
PM0228 No. 1.00 25.00 / Nos. 25.00
PM0309 No. 1.00 52.00 / Nos. 52.00
514.76
Over Head excluding Tax (10%-4%) @6% 514.76 x 6 % 30.89
Contractor's Profit @10% 545.65 x 10 % 54.56
Labour Cess @1% 600.21 x 1 % 6.00
606.21
606.21
606.20
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Flag of red color cloth 600 x 600 mm
Wooden staff for fastening of flag 25
mm dia, one m long
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
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RATE ANALYSIS REPORT
Chapter 9 - PIPE CULVERTS
9-1
Note:-
Unit = Cum
Taking output = 15.00 Cum
Code Unit Qty. Amount
PL12 day 1.000 600.00 / Day 600.00
PL14 day 0.640 444.00 / Day 284.16
PL15 day 15.000 420.00 / Day 6,300.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC035 hours 3.00 292.60 / hours 877.80
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0017 Cum 13.80 1472.00 / Cum 20,313.60
PM0049 Tonne 3.30 7512.09 / MT 24,789.90
PM0144 KL 18.00 135.00 / KL 2,430.00
PM0123 Cum 6.90 1641.25 / Cum 11,324.63
71,093.62
Over Head excluding Tax (10%-4%) @6% 71,093.62 x 6 % 4,265.62
Contractor's Profit @10% 75,359.24 x 10 % 7,535.92
Labour Cess @1% 82,895.16 x 1 % 828.95
83,724.11
5,581.61
5,581.60
9-2
Vibrator is a part of minor T & P which is already included in overhead
charges of the contractor.
PCC 1:3:6 in Foundation
(Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size
mechanically mixed, placed in foundation and compacted by vibration including curing for 14
days.)
Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class
bedding in single row .
(Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first
class bedding of granular material in single row including fixing collar with cement mortar 1:2
but excluding excavation, protection works, backfilling, concrete and masonry works in
head walls and parapets )
Resource Rate
Labour
Mason 1st class
Beldar/mazdoor (unskilled)
Material
Aggregate (Single size) : 40 mm
nominal size
Total Resource Cost
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Mate
Machine
Generator 33 KVA
Concrete mixer 0.28/0.4 cum
Water tanker 6 kl capacity (Truck
Mounted)
Cement
Water
Sand (Coarse)
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Note:-
9-2-A
Unit = Rmt
Taking output = 12.50 Rmt ( 5 pipes of 2.5 m length each )
Code Unit Qty. Amount
PL12 day 0.500 600.00 / Day 300.00
PL14 day 0.180 444.00 / Day 79.92
PL15 day 4.000 420.00 / Day 1,680.00
PM0166 Cum 4.50 840.00 / Cum 3,780.00
PM0049 Tonne 0.05 7512.09 / MT 375.60
PM0117 Rmt 12.50 6525.48 / Rmt 81,568.50
PM0123 Cum 0.07 1641.25 / Cum 114.89
87,898.91
Over Head excluding Tax (10%-4%) @6% 87,898.91 x 6 % 5,273.93
Contractor's Profit @10% 93,172.85 x 10 % 9,317.28
Labour Cess @1% 1,02,490.13 x 1 % 1,024.90
1,03,515.03
8,281.20
8,281.20
9-2-B
Unit = Rmt
Taking output = 12.50 Rmt ( 5 pipes of 2.5 m length each )
Code Unit Qty. Amount
PL12 day 1.000 600.00 / Day 600.00
PL14 day 0.280 444.00 / Day 124.32
PL15 day 6.000 420.00 / Day 2,520.00
PM0166 Cum 5.00 840.00 / Cum 4,200.00
PM0049 Tonne 0.07 7512.09 / MT 525.85
PM0116 Rmt 12.50 8075.48 / Rmt 1,00,943.50
PM0123 Cum 0.09 1641.25 / Cum 147.71
Cement
RCC Pipe NP4 (1200 mm dia)
Sand (Coarse)
Mate
Beldar/mazdoor (unskilled)
Material
Granular Material or hard murrum for
GSB works at Site
1000 mm dia
1200 mm dia
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Material
Granular Material or hard murrum for
GSB works at Site
Cement
RCC Pipe NP4 (1000 mm dia)
Sand (Coarse)
Total Resource Cost
Cost For 12.5 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mason 1st class
1. In case of cement craddle bedding, quantity of PCC M15 is to be
calculated as per design and priced separately and added .
2. The rate analysis does not include excavation, cement /masonry works in
head walls, backfilling, protection works and parapet walls. The same are to
be calculated as per approved design and drawings and priced separately
on rates available under respective sections
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1,09,061.38
Over Head excluding Tax (10%-4%) @6% 1,09,061.38 x 6 % 6,543.68
Contractor's Profit @10% 1,15,605.06 x 10 % 11,560.51
Labour Cess @1% 1,27,165.57 x 1 % 1,271.66
1,28,437.22
10,274.98
10,275.00
9-3
Note:-
9-3-A
Unit = Rmt
Taking output = 12.50 Rmt ( 10 pipes of 2.5 m length each )
Code Unit Qty. Amount
PL12 day 1.000 600.00 / Day 600.00
PL14 day 0.360 444.00 / Day 159.84
PL15 day 8.000 420.00 / Day 3,360.00
PM0166 Cum 12.50 840.00 / Cum 10,500.00
PM0049 Tonne 0.10 7512.09 / MT 751.21
PM0117 Rmt 25.00 6525.48 / Rmt 1,63,137.00
PM0123 Cum 0.14 1641.25 / Cum 229.78
1,78,737.82
Over Head excluding Tax (10%-4%) @6% 1,78,737.82 x 6 % 10,724.27
Contractor's Profit @10% 1,89,462.09 x 10 % 18,946.21
Labour Cess @1% 2,08,408.30 x 1 % 2,084.08
2,10,492.39
16,839.39
16,839.40
Total Resource Cost
Cost For 12.5 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
1000 mm dia
Material
Granular Material or hard murrum for
GSB works at Site
Laying Reinforced Cement Concrete Pipe NP 4 /prestrssed concrete pipe on first class
bedding in double row .
(Laying Reinforced cement concrete pipe NP4 /prestrssed concrete pipe for culverts on first
class bedding of granular material in double row including fixing collar with cement mortar 1:2
but excluding excavation, protection works, backfilling, concrete and masonry works in
head walls and parapets . )
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Cement
RCC Pipe NP4 (1000 mm dia)
Sand (Coarse)
Total Resource Cost
Cost For 12.5 Rmt
Rate per Rmt
Say Rs. Per Rmt
1. In case of cement craddle bedding, quantity of PCC M15 is to be
calculated as per design and priced separately and added .
2. The rate analysis does not include excavation, cement /masonry works in
head walls, backfilling, protection works and parapet walls. The same are to
be calculated as per approved design and drawings and priced separately
on rates available under respective sections
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RATE ANALYSIS REPORT
9-3-B
Unit = Rmt
Taking output = 12.50 Rmt ( 10 pipes of 2.5 m length each )
Code Unit Qty. Amount
PL12 day 2.000 600.00 / Day 1,200.00
PL14 day 0.560 444.00 / Day 248.64
PL15 day 12.000 420.00 / Day 5,040.00
PM0166 Cum 13.75 840.00 / Cum 11,550.00
PM0049 Tonne 0.14 7512.09 / MT 1,051.69
PM0116 Rmt 25.00 8075.48 / Rmt 2,01,887.00
PM0123 Cum 0.18 1641.25 / Cum 295.43
2,21,272.76
Over Head excluding Tax (10%-4%) @6% 2,21,272.76 x 6 % 13,276.37
Contractor's Profit @10% 2,34,549.12 x 10 % 23,454.91
Labour Cess @1% 2,58,004.04 x 1 % 2,580.04
2,60,584.08
20,846.73
20,846.70
Material
Granular Material or hard murrum for
GSB works at Site
Cement
RCC Pipe NP4 (1200 mm dia)
Sand (Coarse)
Total Resource Cost
Cost For 12.5 Rmt
Rate per Rmt
1200 mm dia
Say Rs. Per Rmt
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
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Chapter 10 - MAINTENANCE OF ROADS
10-1
Note:-
Unit = Cum
Taking output = 10.00 Cum
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC022 hours 0.50 73.15 / hours 36.58
PMC051 hours 0.13 1316.70 / hours 171.17
PMC068 hours 120.00 4.79 / MT.Km 574.80
574.80 x 10% 57.48
1,715.55
Over Head excluding Tax (10%-4%) @6% 1,715.55 x 6 % 102.93
Contractor's Profit @10% 1,818.48 x 10 % 181.85
Labour Cess @1% 2,000.33 x 1 % 20.00
2,020.33
202.03
202.00
10-2
Unit = Sqm Assuming average thickness of filling to be 150 mm
Taking output = 100.00 Sqm Quantity of fresh material = 15 cum
Code Unit Qty. Amount
PL14 day 0.180 444.00 / Day 79.92
PL15 day 4.500 420.00 / Day 1,890.00
Tipper 5.5 cum in tonne.km
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Add 10 per cent of cost of carriage
towards loading and unloading
charges.
Restoration of Rain Cuts
(Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loose
soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and
compacting with plate compactor or power rammers to restore the original alignment, levels
and slopes)
Maintenance of Earthen Shoulder
(filling with fresh soil) (Making up loss of material/ irregularities on shoulder to the design
level by adding fresh approved soil and compacting it with appropriate equipment.)
Only 75 per cent of fresh material has been provided as 25 per cent can
be retrieved at site from earth that is flown down the slope in the form of
slurry and deposited at the foot of there in cuts
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Plate compactor
Hydraulic Excavator of 1 cum bucket
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PMC022 hours 12.00 73.15 / hours 877.80
PMC051 hours 0.25 1316.70 / hours 329.18
PMC068 hours 240.00 4.79 / MT.Km 1,149.60
1149.60 x 10% 114.96
4,441.46
Over Head excluding Tax (10%-4%) @6% 4,441.46 x 6 % 266.49
Contractor's Profit @10% 4,707.94 x 10 % 470.79
Labour Cess @1% 5,178.74 x 1 % 51.79
5,230.52
52.31
52.30
10-3
Note:-
Unit = Sqm Assuming average depth of stripping as 75 mm
Taking output = 100.00 Sqm Quantity of earth cutting involved = 7.5 cum
Code Unit Qty. Amount
PL14 day 0.100 444.00 / Day 44.40
PL15 day 2.500 420.00 / Day 1,050.00
PMC022 hours 4.00 73.15 / hours 292.60
1,387.00
Over Head excluding Tax (10%-4%) @6% 1,387.00 x 6 % 83.22
Contractor's Profit @10% 1,470.22 x 10 % 147.02
Labour Cess @1% 1,617.24 x 1 % 16.17
1,633.41
16.33
16.30
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Plate compactor
Total Resource Cost
Cost For 100 Sqm
Rate per Sqm
Maintenance of Earth Shoulder
(stripping excess soil) (Stripping excess soil from the shoulder surface to achieve the
approved level and compacting with plate compactor)
Plate compactor
Hydraulic Excavator of 1 cum bucket
Tipper 5.5 cum in tonne.km
Add 10 per cent of cost of carriage
towards loading and unloading
charges.
Total Resource Cost
Cost For 100 Sqm
Rate per Sqm
Say Rs. Per Sqm
The earth stripped from earthen shoulders to be dumped on the side slopes
locally for disposal.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
10-4
Unit = Sqm
Taking output = 10250 Sqm (205 Cum or 405 Tonne)
Code Unit Qty. Amount
PL14 day 3.760 444.00 / Day 1,669.44
PL15 day 90.000 420.00 / Day 37,800.00
PL17 day 4.000 510.00 / Day 2,040.00
PMC049 hours 6.00 23681.98 / hours 1,42,091.88
PMC066 hours 12.00 687.61 / hours 8,251.32
PMC028 hours 45.00 695.59 / hours 31,301.55
PMC001 hours 6.00 405.65 / hours 2,433.90
PM0041 Tonne 14.97 42589.21 / MT 6,37,560.47
PM0043 Tonne 2.46 38150.21 / MT 93,849.52
PM0062 Cum 184.50 3370.83 / Cum 6,21,918.14
PM0914 Cum 92.25 3370.83 / Cum 3,10,959.07
18,89,875.28
Over Head excluding Tax (10%-4%) @6% 18,89,875.28 x 6 % 1,13,392.52
Contractor's Profit @10% 20,03,267.80 x 10 % 2,00,326.78
Labour Cess @1% 22,03,594.58 x 1 % 22,035.95
22,25,630.53
217.13
217.10
10-5
10-5-1
Unit = Sqm
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Hotmix Plant - 100 TPH capacity
Smooth Wheeled Roller 8 tonne
Air Compressor 210 cfm
Material
Bitumen VG-10 (Bulk)
Bitumen Emulsion (SS-1)
Crushed Stone chipping 13.2 mm
nominal size
Stone chippings/ screenings 10/ 11.2
mm nominal size
Total Resource Cost
Cost For 10250 Sqm
Rate per Sqm
Say Rs. Per Sqm
Tipper 5.5 cum/10 ton capacity
Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm.
(Removal of all failed material, trimming of completed excavation to provide firm vertical
faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per
clause 503, back filling the pot holes with hot bituminous material as per clause 511,
compacting, trimming and finishing the surface to form a smooth continuous surface, all as
per clause 3004.2)
Filling Pot- holes and Patch Repairs with - Bituminous concrete, 40mm.
(Removal of all failed material, trimming of completed excavation to provide firm vertical
faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per
clause 503, back filling the pot holes with hot bituminous material as per clause 504,
compacting, trimming and finishing the surface to form a smooth continuous surface, all as
per clause 3004.2)
for grading I - 19mm(Nominal size) Material
Resource Rate
___________________________________________________________________________________________________Page no. 209 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 4900 Sqm (196 Cum or 450 Tonne)
Code Unit Qty. Amount
PL14 day 2.920 444.00 / Day 1,296.48
PL15 day 70.000 420.00 / Day 29,400.00
PL17 day 3.000 510.00 / Day 1,530.00
PMC049 hours 6.00 23681.98 / hours 1,42,091.88
PMC066 hours 12.00 687.61 / hours 8,251.32
PMC028 hours 45.00 695.59 / hours 31,301.55
PMC001 hours 6.00 405.65 / hours 2,433.90
PM0041 Tonne 22.50 42589.21 / MT 9,58,257.23
PM0043 Tonne 1.18 38150.21 / MT 45,017.25
PM0012 Cum 65.55 3370.83 / Cum 2,20,957.91
PM0013 Cum 99.75 3370.83 / Cum 3,36,240.29
PM0014 Cum 114.00 3370.83 / Cum 3,84,274.62
941472.82 x5% 47,073.64
22,08,126.06
Over Head excluding Tax (10%-4%) @6% 22,08,126.06 x 6 % 1,32,487.56
Contractor's Profit @10% 23,40,613.63 x 10 % 2,34,061.36
Labour Cess @1% 25,74,674.99 x 1 % 25,746.75
26,00,421.74
530.70
530.70
10-5-2
Unit = Sqm
Taking output = 4900 Sqm (196 Cum or 450 Tonne)
Code Unit Qty. Amount
PL14 day 2.920 444.00 / Day 1,296.48
PL15 day 70.000 420.00 / Day 29,400.00
PL17 day 3.000 510.00 / Day 1,530.00
PMC049 hours 6.00 23681.98 / hours 1,42,091.88
PMC066 hours 12.00 687.61 / hours 8,251.32
PMC028 hours 45.00 695.59 / hours 31,301.55
PMC001 hours 6.00 405.65 / hours 2,433.90
Cost For 4900 Sqm
Rate per Sqm
Say Rs. Per Sqm
Aggregate - Grading II (19 mm nominal
Size) 10 mm - 5 mm
Add 5 per cent for wastage of Grit
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Hotmix Plant - 100 TPH capacity
Smooth Wheeled Roller 8 tonne
Tipper 5.5 cum/10 ton capacity
for grading II- 13mm (Nominal size) Material
Air Compressor 210 cfm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Hotmix Plant - 100 TPH capacity
Smooth Wheeled Roller 8 tonne
Tipper 5.5 cum/10 ton capacity
Air Compressor 210 cfm
Material
Bitumen VG-10 (Bulk)
Bitumen Emulsion (SS-1)
Aggregate - Grading II (19 mm nominal
Size) 25 mm – 10 mm
Aggregate - Grading II (19 mm nominal
Size) 5 mm and below
Total Resource Cost
___________________________________________________________________________________________________Page no. 210 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0041 Tonne 22.50 42589.21 / MT 9,58,257.23
PM0043 Tonne 1.18 38150.21 / MT 45,017.25
PM0095 Tonne 9.00 8816.74 / MT 79,350.66
PM0012 Cum 71.25 3370.83 / Cum 2,40,171.64
PM0014 Cum 122.55 3370.83 / Cum 4,13,095.22
PM0189 Cum 85.50 3370.83 / Cum 2,88,205.97
1020823.48 x5% 51,041.17
22,91,444.26
Over Head excluding Tax (10%-4%) @6% 22,91,444.26 x 6 % 1,37,486.66
Contractor's Profit @10% 24,28,930.91 x 10 % 2,42,893.09
Labour Cess @1% 26,71,824.00 x 1 % 26,718.24
26,98,542.24
550.72
550.70
10-6
Unit = Sqm
Taking output = 500 Sqm
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 1.000 420.00 / Day 420.00
PM0043 Kg 33.00 38150.21 / MT 1,258.96
PM0173 Cum 0.02 1669.23 / Cum 33.38
1,730.10
Over Head excluding Tax (10%-4%) @6% 1,730.10 x 6 % 103.81
Contractor's Profit @10% 1,833.91 x 10 % 183.39
Labour Cess @1% 2,017.30 x 1 % 20.17
2,037.47
4.07
4.10
Bitumen VG-10 (Bulk)
Bitumen Emulsion (SS-1)
Aggregate - Grading II (19 mm nominal
Size) 10 mm - 5 mm
Aggregate - Grading II (19 mm nominal
Size) 5 mm and below
Lime
Add 5 per cent for wastage
Total Resource Cost
Cost For 4900 Sqm
Rate per Sqm
Say Rs. Per Sqm
Aggregates 13.2 mm to 10 mm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Material
Bitumen Emulsion (SS-1)
Stone crusher dust finer than 3mm with
not more than 10% passing 0.075
sieve.
Total Resource Cost
Cost For 500 Sqm
Rate per Sqm
Say Rs. Per Sqm
Crack Filling
(Filling of crack using slow - curing bitumen emulsion and applying crusher dust in case crack
are wider than 3mm.)
___________________________________________________________________________________________________Page no. 211 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
10-7
Unit = Sqm
Taking output = 3500 Sqm
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PM0173 Cum 6.25 1669.23 / Cum 10,432.69
11,308.21
Over Head excluding Tax (10%-4%) @6% 11,308.21 x 6 % 678.49
Contractor's Profit @10% 11,986.70 x 10 % 1,198.67
Labour Cess @1% 13,185.37 x 1 % 131.85
13,317.22
3.80
3.80
10-8-A Ref to Item no 5.17
10-8-B
10-8-B-1 Ref Item no. 5.21 Case-I
10-8-B-2 Ref Item no. 5.21 Case-II
10-8-B-3
Ref Item no. 5.21 Case-III
10-8-B-4 Ref Item no. 5.21 Case-IV
10-8-C
10-8-C-1 Ref Item 5.15 Case-I
10-8-C-2 Ref Item 5.15 Case-II
10-8-C-3 Ref Item 5.15 Case-III
10-8-D
10-8-D-1 Ref Item 5.9.1
10-8-D-2 Ref Item 5.9.2
10-9 Repair of joint Grooves with Epoxy Mortar
Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints
in concrete pavements using epoxy mortar or epoxy concrete)
Surface Dressing for maintance works.
19 mm nominal chipping size
13 mm nominal size chipping
Stone crusher dust finer than 3mm with
not more than 10% passing 0.075
sieve.
Total Resource Cost
Cost For 3500 Sqm
Rate per Sqm
Say Rs. Per Sqm
Stress Absorbing Membrane (SAM) crack width less than 6 mm
Stress Absorbing Membrane (SAM) with crack width 6 mm to 9 mm
Stress Absorbing Membrane (SAM) crack width above 9 mm and cracked area above 50 per
cent
Bitumen Impregnated Geotextile
3 mm thickness
1.5 mm thickness
Dusting
(Applying crusher dust to areas of road where bleeding of excess bitumen has occurred.)
Fog Seal
Crack Prevention courses. (ref item 5.21)
5 mm thickness
Slurry Seal (ref item 5.15)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
___________________________________________________________________________________________________Page no. 212 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL07 day 0.500 444.00 / Day 222.00
PL14 day 0.040 444.00 / Day 17.76
PL15 day 0.500 420.00 / Day 210.00
PMC001 hours 0.05 405.65 / hours 20.28
PM0224 Kg 10.00 255.00 / Kg. 2,550.00
PM0226 Kg 2.50 442.00 / Kg. 1,105.00
4,125.04
Over Head excluding Tax (10%-4%) @6% 4,125.04 x 6 % 247.50
Contractor's Profit @10% 4,372.55 x 10 % 437.25
Labour Cess @1% 4,809.80 x 1 % 48.10
4,857.90
485.79
485.80
10-10
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 0.500 420.00 / Day 210.00
PMC001 Day 0.05 405.65 / hours 162.26
PM0248 Kg 1.00 24.00 / Kg. 24.00
PM0268 Kg 0.25 128.00 / Kg. 32.00
446.02
Over Head excluding Tax (10%-4%) @6% 446.02 x 6 % 26.76
Contractor's Profit @10% 472.78 x 10 % 47.28
Labour Cess @1% 520.06 x 1 % 5.20
525.26
52.53
52.50
Labour
Stone Chiseller
Mate
Beldar/mazdoor (unskilled)
Repair of old Joints Sealant
(Removal of existing sealant and re sealing of contraction, longitudinal or expansion joints in
concrete pavement with fresh sealant material)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Air Compressor 210 cfm
Material
Joint Sealant Compound
Primer
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Machine
Air Compressor 210 cfm
Material
Epoxy compound with accessories for
preparing epoxy mortar
Epoxy primer
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
___________________________________________________________________________________________________Page no. 213 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
10-11
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 1.000 420.00 / Day 420.00
455.52
Over Head excluding Tax (10%-4%) @6% 455.52 x 6 % 27.33
Contractor's Profit @10% 482.85 x 10 % 48.29
Labour Cess @1% 531.14 x 1 % 5.31
536.45
53.64
53.60
10-12
Note:-
Unit = Cum
Taking output = 100 Cum
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 1.000 420.00 / Day 420.00
PMC045 hours 1.67 3423.42 / hours 5,717.11
6,154.87
Over Head excluding Tax (10%-4%) @6% 6,154.87 x 6 % 369.29
Contractor's Profit @10% 6,524.16 x 10 % 652.42
Labour Cess @1% 7,176.58 x 1 % 71.77
7,248.35
72.48
72.50
Hill Side Drain Clearance
(Removal of earth from the choked hill side drain and disposing it on the valley side
manually)
Land Slide Clearance in soil
(Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and
disposal of the same on the valley side)
Beldar/mazdoor (unskilled)
Machine
Dozer D - 80 - A 12
Total Resource Cost
Cost For 100 Cum
Rate per Cum
Say Rs. Per Cum
Land Slide clearance involves pushing of loose earth slided on the road
surface from hill face on the valley side. Since no cutting of original ground is
involved, the output of dozer has been taken as 60 cum per hour for soil,
ordinary rock and blasted hard rock. However, if there are objection to
disposing of earth on valley side, additional resources for its disposal shall
be considered as per site conditions.
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Assuming muck causing choking of drain to be 0.2 cum per metre,
quantity of earth to be removed for 10 metres = 2 cum
Resource Rate
Labour
Mate
Resource Rate
___________________________________________________________________________________________________Page no. 214 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
10-13
Note:-
Unit = Cum
Taking output = 100 Cum
Code Unit Qty. Amount
PL04 day 0.070 528.00 / Day 36.96
PL09 day 0.750 444.00 / Day 333.00
PL14 day 0.090 444.00 / Day 39.96
PL15 day 1.500 420.00 / Day 630.00
PMC045 hours 1.67 3423.42 / hours 5,717.11
PMC133 hours 2.50 3540.46 / day 1,106.39
PM0081 Kg 17.50 93.00 / Kg. 1,627.50
PM0223 No. 70.00 851.00 / 100 Nos 595.70
10,086.63
Over Head excluding Tax (10%-4%) @6% 10,086.63 x 6 % 605.20
Contractor's Profit @10% 10,691.82 x 10 % 1,069.18
Labour Cess @1% 11,761.00 x 1 % 117.61
11,878.61
118.79
118.80
10-14
Note:-
Unit = Cum
Taking output = 5000 Cum
Code Unit Qty. Amount
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.
Total Resource Cost
Cost For 100 Cum
Rate per Cum
Say Rs. Per Cum
Credit for the rock if found acceptable as construction material shall be
afforded
Material
Gelatine 80 per cent
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Rock Hole Driller
Mate
Dozer D - 80 - A 12
Labour provided will not be cutting the snow. They will be guiding the dozer
operator on the alignment of the road as entire surface gets covered with
snow and the edges of the road are not visible and for changing the blade
angle. Also they will keep a watch on the hill side for any eventuality of
avalanches, slide etc
Resource Rate
Resource Rate
Labour
Blaster
Beldar/mazdoor (unskilled)
Machine
Land slide Clearance in Hard Rock Requiring Blasting
(Clearing of land slide in hard rock requiring blasting for 50% of the boulders and disposal of
the same on the valley side.)
Snow Clearance on Roads with Dozer
(Snow clearance from road surface by a bull- dozer 165 Hp and disposing it on the valley
side)
___________________________________________________________________________________________________Page no. 215 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC045 hours 5.88 3423.42 / hours 20,129.71
21,005.23
Over Head excluding Tax (10%-4%) @6% 21,005.23 x 6 % 1,260.31
Contractor's Profit @10% 22,265.54 x 10 % 2,226.55
Labour Cess @1% 24,492.10 x 1 % 244.92
24,737.02
4.95
4.90
10-15
Unit = Cum
Taking output = 3600 Cum
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC101 hours 6.00 1609.30 / hours 9,655.80
10,531.32
Over Head excluding Tax (10%-4%) @6% 10,531.32 x 6 % 631.88
Contractor's Profit @10% 11,163.20 x 10 % 1,116.32
Labour Cess @1% 12,279.52 x 1 % 122.80
12,402.31
3.45
3.40
Mate
Beldar/mazdoor (unskilled)
Machine
Snow blower equipment 140 HP @ 600
cum per hour
Total Resource Cost
Cost For 3600 Cum
Rate per Cum
Say Rs. Per Cum
Mate
Beldar/mazdoor (unskilled)
Machine
Dozer D - 80 - A 12
Total Resource Cost
Cost For 5000 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Snow Clearance on Roads with Snow Blowers
(Snow clearance from road surface by a snow blower and disposing on the valley side.)
Labour
___________________________________________________________________________________________________Page no. 216 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 11 - HORTICULTURE
11-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 1.000 420.00 / Day 420.00
437.76
Over Head excluding Tax (10%-4%) @6% 437.76 x 6 % 26.27
Contractor's Profit @10% 464.03 x 10 % 46.40
Labour Cess @1% 510.43 x 1 % 5.10
515.53
34.37
34.40
11-2
11-2-1
Unit = Sqm
Taking output = 100 Sqm
Code Unit Qty. Amount
PL14 day 0.170 444.00 / Day 75.48
PL15 day 1.750 420.00 / Day 735.00
PMC035 hours 0.50 292.60 / hours 146.30
PM0240 Kg 100.00 6.00 / Kg. 600.00
1,556.78
Over Head excluding Tax (10%-4%) @6% 1,556.78 x 6 % 93.41
Contractor's Profit @10% 1,650.19 x 10 % 165.02
Labour Cess @1% 1,815.21 x 1 % 18.15
1,833.36
18.33
18.30
11-2-2
Spreading of Sludge Farm Yard Manure or/and good Earth
(Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of
sludge, farm- yard manure or/and good earth to be paid for separately))
Grassing with ' Doobs' Grass
(Grassing with 'Doobs' grass including watering and maintenance of the lawn for 30 days or
more till the grass forms a thick lawn free from weeds and fit for moving including supplying
good earth if needed)
In rows 15 cm apart in either direction
In rows 7.5 cm apart in either direction
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Water tanker 6 kl capacity (Truck
Mounted)Material
Grass (Doob)
Total Resource Cost
Cost For 100 Sqm
Rate per Sqm
Say Rs. Per Sqm
___________________________________________________________________________________________________Page no. 217 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Sqm
Taking output = 100 Sqm
Code Unit Qty. Amount
PL14 day 0.220 444.00 / Day 97.68
PL15 day 2.250 420.00 / Day 945.00
PMC035 hours 0.75 292.60 / hours 219.45
PM0240 Kg 200.00 6.00 / Kg. 1,200.00
2,462.13
Over Head excluding Tax (10%-4%) @6% 2,462.13 x 6 % 147.73
Contractor's Profit @10% 2,609.86 x 10 % 260.99
Labour Cess @1% 2,870.84 x 1 % 28.71
2,899.55
29.00
29.00
11-3
Unit = Sqm
Taking output = 100 Sqm
Code Unit Qty. Amount
PL14 day 0.150 444.00 / Day 66.60
PL15 day 0.500 420.00 / Day 210.00
PL25 day 1.000 420.00 / Day 420.00
PMC035 hours 0.50 292.60 / hours 146.30
PMC074 hours 0.01 505.40 / hours 5.05
PM0241 Kg 100.00 8.00 / Kg. 800.00
PM0286 Cum 0.18 300.00 / Cum 54.00
1,701.95
Over Head excluding Tax (10%-4%) @6% 1,701.95 x 6 % 102.12
Contractor's Profit @10% 1,804.07 x 10 % 180.41
Labour Cess @1% 1,984.48 x 1 % 19.84
Beldar/mazdoor (unskilled)
Water tanker 6 kl capacity (Truck
Mounted)
Grass (Fine)
Beldar/mazdoor (unskilled)
Machine
Water tanker 6 kl capacity (Truck
Mounted)Material
Grass (Doob)
Sludge / Farm yard manure @ 0.18
cum per 100 sqm at site of work for
turfing
Total Resource Cost
Total Resource Cost
Cost For 100 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Mali
Machine
Tractor
Material
Making Lawns including Ploughing and Dragging with 'Swagha' Breaking of Clod
(Making lawns including ploughing and breaking of clod, removal of rubbish, dressing and
supplying doobs grass roots and planting at 15 cm apart, including supplying and spreading
of farm yard manure at rate of 0.18 cum per 100 sqm)
Resource Rate
Labour
Mate
___________________________________________________________________________________________________Page no. 218 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
2,004.32
20.04
20.00
11-4
Unit = Sqm
Taking output = 100 Sqm
Code Unit Qty. Amount
PL25 day 10.000 420.00 / Day 4,200.00
PMC035 hours 15.00 292.60 / hours 4,389.00
PM0144 KL 90.00 135.00 / KL 12,150.00
20,739.00
Over Head excluding Tax (10%-4%) @6% 20,739.00 x 6 % 1,244.34
Contractor's Profit @10% 21,983.34 x 10 % 2,198.33
Labour Cess @1% 24,181.67 x 1 % 241.82
24,423.49
244.23
244.20
11-5
Unit = Sqm
Taking output = 100 Sqm
Code Unit Qty. Amount
PL14 day 0.250 444.00 / Day 111.00
PL15 day 1.000 420.00 / Day 420.00
PL25 day 1.500 420.00 / Day 630.00
PMC035 hours 0.50 292.60 / hours 146.30
PMC074 hours 0.01 505.40 / hours 5.05
PM0241 Kg 100.00 8.00 / Kg. 800.00Grass (Fine)
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mali
Machine
Water tanker 6 kl capacity (Truck
Mounted)Tractor
Material
Resource Rate
Labour
Mali
Machine
Water tanker 6 kl capacity (Truck
Mounted)
Cost For 100 Sqm
Rate per Sqm
Say Rs. Per Sqm
Material
Water
Total Resource Cost
Cost For 100 Sqm
Rate per Sqm
Maintenance of Lawns or Turfing of Slopes
(Maintenance of lawns or Turfing of slopes (rough grassing) or a period of one year including
watering etc)
Turfing Lawns with Fine Grassing including Ploughing, Dressing
(Turfing lawns with fine grassing including ploughing, dressing including breaking of clods,
removal of rubbish, dressing and supplying doobs grass roots at 10 cm apart, including
supplying and spreading of farm yard manure at rate of 0.6 cum per 100 sqm)
___________________________________________________________________________________________________Page no. 219 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0286 Cum 0.60 300.00 / Cum 180.00
2,292.35
Over Head excluding Tax (10%-4%) @6% 2,292.35 x 6 % 137.54
Contractor's Profit @10% 2,429.90 x 10 % 242.99
Labour Cess @1% 2,672.88 x 1 % 26.73
2,699.61
27.00
27.00
11-6
Unit = Sqm
Taking output = 100 Sqm
Code Unit Qty. Amount
PL25 day 10.000 420.00 / Day 4,200.00
PMC035 hours 20.00 292.60 / hours 5,852.00
PM0144 KL 60.00 135.00 / KL 8,100.00
18,152.00
Over Head excluding Tax (10%-4%) @6% 18,152.00 x 6 % 1,089.12
Contractor's Profit @10% 19,241.12 x 10 % 1,924.11
Labour Cess @1% 21,165.23 x 1 % 211.65
21,376.88
213.77
213.80
11-7
11-7-A
Unit = Rmt
Taking output = 100 Rmt
Code Unit Qty. Amount
PL14 day 1.400 444.00 / Day 621.60
PL15 day 14.000 420.00 / Day 5,880.00Beldar/mazdoor (unskilled)
Sludge / Farm yard manure @ 0.18
cum per 100 sqm at site of work for
turfing
Total Resource Cost
Cost For 100 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mali
Machine
Water tanker 6 kl capacity (Truck
Mounted)Material
Water
Planting and Maintaining of Permanent Hedges
Maintenance of Lawns with Fine Grassing for the First Year
Maintenance of lawns with fine grassing for the first year including watering etc
Total Resource Cost
Cost For 100 Sqm
Rate per Sqm
Say Rs. Per Sqm
Planting Permanent Hedges including Digging of Trenches
(Planting permanent hedges including digging of trenches, 60 cm wide and 45 cm deep,
refilling the excavated earth mixed with farmyard manure, supplied at the rate of 4.65 cum
per 100 metres and supplying and planting hedge plants at 30 cm apart)
Resource Rate
Labour
Mate
___________________________________________________________________________________________________Page no. 220 of 477
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC035 hours 0.50 292.60 / hours 146.30
PM0144 KL 3.00 135.00 / KL 405.00
PM0244 No. 680.00 25.00 / Nos. 17,000.00
PM0258 Kg 0.25 47.00 / Kg. 11.75
PM0286 Cum 4.67 300.00 / Cum 1,401.00
25,465.65
Over Head excluding Tax (10%-4%) @6% 25,465.65 x 6 % 1,527.94
Contractor's Profit @10% 26,993.59 x 10 % 2,699.36
Labour Cess @1% 29,692.95 x 1 % 296.93
29,989.88
299.90
299.90
11-7-B
Unit = Rmt
Taking output = 100 Rmt
Code Unit Qty. Amount
PL14 day 3.000 444.00 / Day 1,332.00
PL15 day 30.000 420.00 / Day 12,600.00
PMC035 hours 5.00 292.60 / hours 1,463.00
PM0144 KL 30.00 135.00 / KL 4,050.00
PM0244 No. 68.00 25.00 / Nos. 1,700.00
PM0258 Kg 0.50 47.00 / Kg. 23.50
PM0286 Cum 2.00 300.00 / Cum 600.00
21,768.50
Over Head excluding Tax (10%-4%) @6% 21,768.50 x 6 % 1,306.11
Contractor's Profit @10% 23,074.61 x 10 % 2,307.46
Labour Cess @1% 25,382.07 x 1 % 253.82
25,635.89
256.36
256.40
Hedge plants
Pesticide
Sludge / Farm yard manure @ 0.18
cum per 100 sqm at site of work for
turfing
Total Resource Cost
Cost For 100 Rmt
Rate per Rmt
Say Rs. Per Rmt
Machine
Water tanker 6 kl capacity (Truck
Mounted)Material
Water
Hedge plants
Pesticide
Maintenance of Hedge for one year
Total Resource Cost
Cost For 100 Rmt
Rate per Rmt
Say Rs. Per Rmt
Sludge / Farm yard manure @ 0.18
cum per 100 sqm at site of work for
turfing
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Water tanker 6 kl capacity (Truck
Mounted)
Material
Water
___________________________________________________________________________________________________Page no. 221 of 477
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
11-8
11-8-A
Unit = Rmt
Taking output = 1000 Rmt
Code Unit Qty. Amount
PL14 day 1.200 444.00 / Day 532.80
PL15 day 12.000 420.00 / Day 5,040.00
PMC035 hours 6.00 292.60 / hours 1,755.60
PM0144 KL 36.00 135.00 / KL 4,860.00
PM0229 No. 200.00 28.00 / Nos. 5,600.00
PM0285 No. 800.00 12.00 / Nos. 9,600.00
PM0258 Kg 0.50 47.00 / Kg. 23.50
PM0286 Cum 63.64 300.00 / Cum 19,092.00
46,503.90
Over Head excluding Tax (10%-4%) @6% 46,503.90 x 6 % 2,790.23
Contractor's Profit @10% 49,294.13 x 10 % 4,929.41
Labour Cess @1% 54,223.55 x 1 % 542.24
54,765.78
54.77
54.80
11-8-B
Unit = Rmt
Taking output = 1000 Rmt
Code Unit Qty. Amount
PL14 day 36.000 444.00 / Day 15,984.00
PL15 day 365.000 420.00 / Day 1,53,300.00
PMC035 hours 90.00 292.60 / hours 26,334.00
PM0144 KL 180.00 135.00 / KL 24,300.00
PM0229 No. 20.00 28.00 / Nos. 560.00
PM0285 No. 80.00 12.00 / Nos. 960.00
Material
Water
Flowering Plants
Shrubs
Flowering Plants
Pesticide
Sludge / Farm yard manure @ 0.18
cum per 100 sqm at site of work for
turfing
Total Resource Cost
Cost For 1000 Rmt
Rate per Rmt
Say Rs. Per Rmt
200 plants and 800 shrubs in two rows in one km length of road
where width of verge is 3m and above.
Shrubs
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Water tanker 6 kl capacity (Truck
Mounted)
Maintenance of Flowering Plants and Shrubs in Central Verge for one Year
Planting Flowering Plants and Shrubs in Central Verge
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Water tanker 6 kl capacity (Truck
Mounted)
Material
Water
Planting and Maintaining of Flowering Plants and Shrubs
___________________________________________________________________________________________________Page no. 222 of 477
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0258 Kg 1.50 47.00 / Kg. 70.50
PM0286 Cum 10.00 300.00 / Cum 3,000.00
2,24,508.50
Over Head excluding Tax (10%-4%) @6% 2,24,508.50 x 6 % 13,470.51
Contractor's Profit @10% 2,37,979.01 x 10 % 23,797.90
Labour Cess @1% 2,61,776.91 x 1 % 2,617.77
2,64,394.68
264.39
264.40
11-9
Unit = No.
Taking output = 10 No.
Code Unit Qty. Amount
PL14 day 1.700 444.00 / Day 754.80
PL15 day 17.000 420.00 / Day 7,140.00
PMC035 hours 2.00 292.60 / hours 585.20
PM0144 KL 12.00 135.00 / KL 1,620.00
PM0258 Kg 0.50 47.00 / Kg. 23.50
PM0280 No. 10.00 125.00 / Nos. 1,250.00
PM0286 Cum 0.94 300.00 / Cum 282.00
11,655.50
Over Head excluding Tax (10%-4%) @6% 11,655.50 x 6 % 699.33
Contractor's Profit @10% 12,354.83 x 10 % 1,235.48
Labour Cess @1% 13,590.31 x 1 % 135.90
13,726.22
1,372.62
1,372.60
Water tanker 6 kl capacity (Truck
Mounted)
Material
Water
Pesticide
Sapling 2 m high 25 mm dia
Sludge / Farm yard manure @ 0.18
cum per 100 sqm at site of work for
turfing
Total Resource Cost
Cost For 10 No.
Rate per No.
Say Rs. Per No.
Pesticide
Sludge / Farm yard manure @ 0.18
cum per 100 sqm at site of work for
turfing
Total Resource Cost
Cost For 1000 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Planting of Trees and their Maintenance for one Year
(Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the
ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings,
backfilling the trench, watering, fixing the tree guard and maintaining the plants for one
year)
___________________________________________________________________________________________________Page no. 223 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
11-10
Unit = Sqm
Taking output = 100 Sqm
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL15 day 3.000 420.00 / Day 1,260.00
PMC035 hours 0.50 292.60 / hours 146.30
PM0144 KL 3.00 135.00 / KL 405.00
1,864.58
Over Head excluding Tax (10%-4%) @6% 1,864.58 x 6 % 111.87
Contractor's Profit @10% 1,976.45 x 10 % 197.65
Labour Cess @1% 2,174.10 x 1 % 21.74
2,195.84
21.96
22.00
11-11
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PM0286 Cum 1.00 300.00 / Cum 300.00
300.00
Over Head excluding Tax (10%-4%) @6% 300.00 x 6 % 18.00
Contractor's Profit @10% 318.00 x 10 % 31.80
Labour Cess @1% 349.80 x 1 % 3.50
353.30
Material
Sludge / Farm yard manure @ 0.18
cum per 100 sqm at site of work for
turfing
Total Resource Cost
Cost For 1 Cum
Machine
Water tanker 6 kl capacity (Truck
Mounted)
Material
Water
Total Resource Cost
Cost For 100 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Renovation Lawns including, Weeding, Forking the Ground, Top Dressing with
Forked Soil
(Renovation lawns including, weeding, forking the ground, top dressing with forked soil,
watering and maintenance the lawns, for 30 days or more, till the grass forms a thick lawn,
free from weeds, and fit for moving and disposal of rubbish as directed, including supplying
good earth, if needed but excluding the cost of well decayed farm yard manure)
Supply at Site Well Decayed Farm Yard Manure
(Supply at site of work well decayed farm yard manure, from any available source,
approved by the engineer in charge including screening and stacking)
___________________________________________________________________________________________________Page no. 224 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
353.30
353.30
11-12
Note:-
11-13
Note:-
11-14
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL12 day 0.250 600.00 / Day 150.00
PL14 day 0.050 444.00 / Day 22.20
PL15 day 0.250 420.00 / Day 105.00
PM0048 No. 230.00 9936.27 / 1000 Nos 2,285.34
2,562.54
12-6-D Cum 0.025 5621.60 / Cum 140.54
Over Head excluding Tax (10%-4%) @6% 2,562.54 x 6 % 153.75
Contractor's Profit @10% 2,716.29 x 10 % 271.63
Labour Cess @1% 2,987.92 x 1 % 29.88
3,158.34
3,158.34
3,158.30
11-15
Material
Brick
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Mate
Sub-Item
Cement mortar 1:6
Rate per Cum
Say Rs. Per Cum
Rates For Supply Cost, carriage, loading, unloading and stacking in
store/site as per Market Rate.
Rates For Supply Cost, carriage, loading, unloading and stacking in
store/site as per Market Rate.
Resource Rate
Labour
Mason 1st class
Beldar/mazdoor (unskilled)
Supply at Site of Work/ Store - Deoiled Neem Cake
(Supply at site of work/ store- deoiled neem cake duly packed in used gunny bags)
Supplying Sludge (Supplying sludge duly stacked at site/ store)
Half Brick Circular Tree Guard, in 2nd class Brick, internal diametre 1.25 metres, and
height 1.2 metres, above ground and 0.20 metre below ground
(Half brick circular tree guard, in 2nd class brick, internal diametre 1.25 metres, and height
1.2 metres, above ground and 0.20 metre below ground, bottom two courses laid dry, and
top three courses in cement mortar 1:6 ( 1 cement 6 sand) and the intermediate courses
being in dry honey comb masonry, as per design complete)
Edging with 2nd class Bricks, laid dry lengthwise
(Edging with 2nd class bricks, laid dry lengthwise, including excavation, refilling,
consolidation, with a hand packing and spreading nearly surplus earth within a lead of 50
metres)
___________________________________________________________________________________________________Page no. 225 of 477
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Taking output = 10 Rmt
Code Unit Qty. Amount
PL12 day 0.050 600.00 / Day 30.00
PL14 day 0.002 444.00 / Day 0.89
PL15 day 0.050 420.00 / Day 21.00
PM0048 No. 50.00 9936.27 / 1000 Nos 496.81
548.70
Over Head excluding Tax (10%-4%) @6% 548.70 x 6 % 32.92
Contractor's Profit @10% 581.62 x 10 % 58.16
Labour Cess @1% 639.79 x 1 % 6.40
646.18
64.62
64.60
11-16
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL03 day 0.150 600.00 / Day 90.00
PL14 day 0.020 444.00 / Day 8.88
PL15 day 0.070 420.00 / Day 29.40
PM0101 Kg 0.65 56312.09 / MT 36.60
PM0278 No. 22.00 4.00 / Nos. 88.00
PM0291 No. 1.00 100.00 / Nos. 100.00
352.88
Over Head excluding Tax (10%-4%) @6% 352.88 x 6 % 21.17
Contractor's Profit @10% 374.06 x 10 % 37.41
Labour Cess @1% 411.46 x 1 % 4.11
415.58
415.58
415.60
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Structural Steel (E 250)
Rivets
Material
Brick
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Material
Steel drum 300 mm dia 1.2 m
high/empty bitumen drum
Making Tree Guard 53 cm dia and 1.3 m high as per design from empty bitumen drum
(Making tree guard 53 cm dia and 1.3 m high as per design from empty bitumen drum, slit
suitably to permit sun and air, (supplied by the department at stock issue rate) including
providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets, complete in all respect)
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 226 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
11-17
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL03 day 0.200 600.00 / Day 120.00
PL14 day 0.040 444.00 / Day 17.76
PL15 day 0.200 420.00 / Day 84.00
PM0101 Kg 1.95 56312.09 / MT 109.81
PM0278 No. 50.00 4.00 / Nos. 200.00
PM0291 No. 1.50 100.00 / Nos. 150.00
681.57
Over Head excluding Tax (10%-4%) @6% 681.57 x 6 % 40.89
Contractor's Profit @10% 722.46 x 10 % 72.25
Labour Cess @1% 794.71 x 1 % 7.95
802.66
802.66
802.70
11-18
Unit = Qtl
Taking output = 1 Qtl
Code Unit Qty. Amount
PL03 day 2.000 600.00 / Day 1,200.00
PL14 day 0.450 444.00 / Day 199.80
PL15 day 2.500 420.00 / Day 1,050.00
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Material
Wrought Iron and Mild Steel Welded Work
Wrought iron and mild steel welded work) (using angles, square bars, tees and channel
grills, grating frames, gates and tree guards of any size and design etc. including cost of
screens and welding rods or bolts and nuts complete fixed in position but without the cost of
excavation and concrete for fixing which will be paid separately
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Material
Structural Steel (E 250)
Rivets
Steel drum 300 mm dia 1.2 m
high/empty bitumen drum
Making Tree Guard 53 cm dia and 2 metres high as per design from empty bitumen
drums
(Making tree guard 53 cm dia and 2 metres high as per design from empty bitumen drums,
slit suitably to permit sun and air, ( supplied by the department at stock issue rate)
including providing and fixing four legs 40 cm long of 30 x 3 mm MS riveted to tree guard and
providing and fixing 2 nos MS sheet rings 50 x 0.5 mm with rivets complete in all respects)
___________________________________________________________________________________________________Page no. 227 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0101 Qtl 1.05 56312.09 / MT 5,912.77
5912.77 / 3 -1,970.92
5912.77 x 5% 295.64
6,687.28
Over Head excluding Tax (10%-4%) @6% 6,687.28 x 6 % 401.24
Contractor's Profit @10% 7,088.52 x 10 % 708.85
Labour Cess @1% 7,797.37 x 1 % 77.97
7,875.35
7,875.35
7,875.30
11-19
Note:-
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL03 day 0.250 600.00 / Day 150.00
PL14 day 0.050 444.00 / Day 22.20
PL15 day 0.250 420.00 / Day 105.00
PMC031 hours 0.04 526.68 / hours 21.07
PM0101 Kg 28.80 56312.09 / MT 1,621.79
1621.79 x 5% 81.09
2,001.14
8-9 Sqm 1.77 81.00 / Sqm 143.37
Over Head excluding Tax (10%-4%) @6% 2,001.14 x 6 % 120.07
Contractor's Profit @10% 2,121.21 x 10 % 212.12
Labour Cess @1% 2,333.33 x 1 % 23.33
Rate per Qtl
Say Rs. Per Qtl
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Material
Structural Steel (E 250)
Add 5 per cent of cost of material for
riveting, bolting and welding
accessories
Total Resource Cost
Machine
Tractor with trolley.
Sub-Item
Painting two coats including priming
The items of excavation and concreting to be measured and paid separately
as per design .
Tree Guard with MS Iron
(Providing and fixing MS iron tree guard 60 cm dia and 2 metre high above ground level
formed of 4 Nos (25 x 6 mm) and 8 Nos (25 x 3 mm) vertical MS riveted to 3 Nos (25 x 6 mm)
iron rings in two halves, bolted together with 8 mm dia and 30 mm long bolts including
painting two coats with paint of approved brand over a coat of priming, complete in all
respects.)
Structural Steel (E 250)
Deduct the cost of scrap
Add 5 per cent of cost of material for
welding rods and other welding
accessories
Total Resource Cost
Cost For 1 Qtl
___________________________________________________________________________________________________Page no. 228 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
2,500.04
2,500.04
2,500.00
11-20
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL03 day 0.250 600.00 / Day 150.00
PL59 day 0.250 510.00 / Day 127.50
PL14 day 0.050 444.00 / Day 22.20
PL15 day 0.250 420.00 / Day 105.00
PMC031 hours 0.04 526.68 / hours 21.07
PM0101 Kg 31.50 56312.09 / MT 1,773.83
PM0305 Kg 6.00 195.31 / Kg. 1,171.86
2945.69 x 5% 147.28
3,518.74
8-9 Sqm 1.50 81.00 / Sqm 121.50
Over Head excluding Tax (10%-4%) @6% 3,518.74 x 6 % 211.12
Contractor's Profit @10% 3,729.87 x 10 % 372.99
Labour Cess @1% 4,102.85 x 1 % 41.03
4,265.38
4,265.38
4,265.40
11-21
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Material
Structural Steel (E 250)
Add 5 per cent of cost of material for
riveting, bolting and welding
accessories
Total Resource Cost
Sub-Item
Painting two coats including priming
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Welder
Wire mesh 50mm x 50mm size of 3mm
wire
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Tree Guard with MS Angle Iron and Steel Wire
(Providing and fixing tree guard 0.60 metre square, 2.00 metre high fabricated with MS angle
iron 30 x 30 x 3 mm, MS iron 25 x 3 mm and steel wire3 mm dia welded and fabricated as
per design in two halves bolted together)
Compensatory Afforestation
(Planting trees as compensatory afforestation at the rate of 290 trees per hectare at a
spacing of 6 m by grubbing and leveling the ground upto a depth of 150 mm, digging holes
0.9 m dia, 1 m deep, mixing farm yard/sludge manure with soil, planting of sapling 2 m high
with 25 cm dia stem, backfilling the hole and watering)
___________________________________________________________________________________________________Page no. 229 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Hectare
Taking output = 1 Hectare
Code Unit Qty. Amount
PL14 day 2.500 444.00 / Day 1,110.00
PL15 day 25.000 420.00 / Day 10,500.00
PL14 day 5.000 444.00 / Day 2,220.00
PL15 day 50.000 420.00 / Day 21,000.00
PMC009 hours 10.00 1961.75 / hours 19,617.50
PMC035 hours 28.00 292.60 / hours 8,192.80
PM0144 KL 18.00 135.00 / KL 2,430.00
PM0258 Kg 2.00 47.00 / Kg. 94.00
PM0286 Kg 64.90 300.00 / Cum 19,470.00
PM0280 No 290.00 125.00 / Nos. 36,250.00
36250.00 x 10% 3,625.00
1,24,509.30
Over Head excluding Tax (10%-4%) @6% 1,24,509.30 x 6 % 7,470.56
Contractor's Profit @10% 1,31,979.86 x 10 % 13,197.99
Labour Cess @1% 1,45,177.84 x 1 % 1,451.78
1,46,629.62
1,46,629.62
1,46,629.60
Rate per Hectare
Say Rs. Per Hectare
Labour ( for Maintenance for one year )
Mate
Beldar/mazdoor (unskilled)
Dozer D 50
Water tanker 6 kl capacity (Truck
Mounted)
(1.5 Kg for Maintenance of one year
and 0.50 Kg for Planting)
Sludge / Farm yard manure @ 0.18
cum per 100 sqm at site of work for
turfing
Sapling 2 m high 25 mm dia
(4 Cum for Maintenance of one year
and 60.90 Cum for Planting)
Cost of fencing to be provided as per size of plot and approved design,
measured and paid separately
Resource Rate
Labour ( for Planting )
Mate
Beldar/mazdoor (unskilled)
Machine
(25 Hours for Maintenance of one year
and 3 Hours for Planting)
Material
Water
Pesticide
Add 10 per cent of sapling
Total Resource Cost
Cost For 1 Hectare
___________________________________________________________________________________________________Page no. 230 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 12 - FOUNDATIONS (Items for Bridges, Additional Overhead must be Added as per Note in Index Page)
12-1
12-1-1
12-1-1-A
12-1-1-A-1
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.140 444.00 / Day 62.16
PL15 day 3.500 420.00 / Day 1,470.00
1,532.16
Over Head excluding Tax (10%-4%) @6% 1,532.16 x 6 % 91.93
Contractor's Profit @10% 1,624.09 x 10 % 162.41
Labour Cess @1% 1,786.50 x 1 % 17.86
1,804.36
180.44
180.40
12-1-1-A-2
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.180 444.00 / Day 79.92
PL15 day 4.500 420.00 / Day 1,890.00
Labour
Mate
Beldar/mazdoor (unskilled)
1. Cost of dewatering may be added where required upto, 10 per cent of
labour cost Assessment for dewatering shall be made as per site conditions.
2.The excavated earth can be used partially for backfilling of foundation pit
and partly for road work except for marshy soil. Hence cost of disposal has
not been added except for marshy soil. This remark is common to all cases
of item 12.1 excluding marshy soil.
3.The cost of shoring and shuttering, where needed, may be added @ 1 per
cent on cost of excavation for open foundation.
Excavation for Structures
Earth work in excavation of foundation of structures as per drawing and technical
specification, including setting out, construction of shoring and bracing, removal of stumps
and other deleterious matter, dressing of sides and bottom and backfilling with approved
material.
Manual Means
Ordinary soil
upto 3 m depth
3 m to 6 m depth
Cost of dewatering may be added where required upto 15 per cent of labour
cost. Assessment for dewatering shall be done as per actual ground
conditions.
Resource Rate
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 231 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,969.92
Over Head excluding Tax (10%-4%) @6% 1,969.92 x 6 % 118.20
Contractor's Profit @10% 2,088.12 x 10 % 208.81
Labour Cess @1% 2,296.93 x 1 % 22.97
2,319.90
231.99
232.00
12-1-1-A-3
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.240 444.00 / Day 106.56
PL15 day 6.000 420.00 / Day 2,520.00
2,626.56
Over Head excluding Tax (10%-4%) @6% 2,626.56 x 6 % 157.59
Contractor's Profit @10% 2,784.15 x 10 % 278.42
Labour Cess @1% 3,062.57 x 1 % 30.63
3,093.19
309.32
309.30
12-1-1-B
12-1-1-B-1
Note:-
Unit = Cum
Taking output = 240 Cum
Code Unit Qty. Amount
PL14 day 0.320 444.00 / Day 142.08
PL15 day 8.000 420.00 / Day 3,360.00
PMC014 hours 6.00 1316.70 / hours 7,900.20
11,402.28
Over Head excluding Tax (10%-4%) @6% 11,402.28 x 6 % 684.14
Contractor's Profit @10% 12,086.42 x 10 % 1,208.64
Cost of dewatering upto 5 per cent of labour and Machine may be added,
where required. Assessment for dewatering shall be made as per site
conditions..
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hydraulic Excavator 0.9/1.0 cum
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Cost of dewatering may be added where required upto 20 per cent of labour
cost. Assessment for dewatering shall be made as per site conditions..
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Total Resource Cost
Above 6 m depth
Depth upto 3 m
Mechanical Means
___________________________________________________________________________________________________Page no. 232 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 13,295.06 x 1 % 132.95
13,428.01
55.95
56.00
12-1-1-B-2
Note:-
Unit = Cum
Taking output = 210 Cum
Code Unit Qty. Amount
PL14 day 0.320 444.00 / Day 142.08
PL15 day 8.000 420.00 / Day 3,360.00
PMC014 hours 6.00 1316.70 / hours 7,900.20
11,402.28
Over Head excluding Tax (10%-4%) @6% 11,402.28 x 6 % 684.14
Contractor's Profit @10% 12,086.42 x 10 % 1,208.64
Labour Cess @1% 13,295.06 x 1 % 132.95
13,428.01
63.94
63.90
12-1-1-B-3
Note:-
Unit = Cum
Taking output = 180 Cum
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 10.000 420.00 / Day 4,200.00
PMC014 hours 6.00 1316.70 / hours 7,900.20
12,277.80
Over Head excluding Tax (10%-4%) @6% 12,277.80 x 6 % 736.67
Contractor's Profit @10% 13,014.47 x 10 % 1,301.45
Machine
Hydraulic Excavator 0.9/1.0 cum
Total Resource Cost
Cost For 210 Cum
Rate per Cum
Say Rs. Per Cum
1. Cost of dewatering upto 10 per cent of labour and Machine may be
added, where required. Assessment for dewatering shall be made as per site
conditions.
2. Labour provided for excavation by mechanical means includes that
required for trimming of bottom and side slopes.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hydraulic Excavator 0.9/1.0 cum
Total Resource Cost
Cost of dewatering upto 7.5 per cent of labour and Machine may be added,
where required. Assessment for dewatering shall be made as per site
conditions..
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Cost For 240 Cum
Rate per Cum
Depth 3 m to 6 m
Depth above 6m
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 233 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 14,315.91 x 1 % 143.16
14,459.07
80.33
80.30
12-1-2
12-1-2-A
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.200 444.00 / Day 88.80
PL15 day 5.000 420.00 / Day 2,100.00
2,188.80
Over Head excluding Tax (10%-4%) @6% 2,188.80 x 6 % 131.33
Contractor's Profit @10% 2,320.13 x 10 % 232.01
Labour Cess @1% 2,552.14 x 1 % 25.52
2,577.66
257.77
257.80
12-1-2-B
Note:-
Unit = Cum
Taking output = 180 Cum
Code Unit Qty. Amount
PL14 day 0.240 444.00 / Day 106.56
PL15 day 6.000 420.00 / Day 2,520.00
PMC014 hours 6.00 1316.70 / hours 7,900.20
10,526.76
Over Head excluding Tax (10%-4%) @6% 10,526.76 x 6 % 631.61
Contractor's Profit @10% 11,158.37 x 10 % 1,115.84
Labour Cess @1% 12,274.20 x 1 % 122.74
Machine
Hydraulic Excavator 0.9/1.0 cum
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
1. Cost of dewatering upto 10 per cent of labour and Machine may be
added, where required. Assessment for dewatering shall be made as per site
conditions.
1. Cost of dewatering upto 10 per cent of labour and Machine may be
added, where required. Assessment for dewatering shall be made as per site
conditions.
2. In case of rock, foundation beyond 3 m is not dug and hence not included.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Cost For 180 Cum
Rate per Cum
Ordinary rock (not requiring blasting)
Mechanical Means
Manual Means Depth upto 3 m
___________________________________________________________________________________________________Page no. 234 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12,396.94
68.87
68.90
12-1-3
12-1-3-A
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL04 day 0.250 528.00 / Day 132.00
PL09 day 0.500 444.00 / Day 222.00
PL14 day 0.350 444.00 / Day 155.40
PL15 day 8.000 420.00 / Day 3,360.00
PMC133 hours 1.00 3540.46 / day 442.56
PM0046 Kg 3.50 193.00 / Kg. 675.50
PM0072 No. 14.00 10.00 / Nos. 140.00
5,127.46
Over Head excluding Tax (10%-4%) @6% 5,127.46 x 6 % 307.65
Contractor's Profit @10% 5,435.10 x 10 % 543.51
Labour Cess @1% 5,978.62 x 1 % 59.79
6,038.40
603.84
603.80
12-1-4
12-1-4-A
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.200 444.00 / Day 88.80
1. Cost of dewatering upto 10 per cent of labour and Machine may be
added, where required. Assessment for dewatering shall be made as per site
conditions.
2. In case of rock, foundation beyond3 m is not dug and hence not included.
Resource Rate
Labour
Mate
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Blaster
Beldar/mazdoor (unskilled)
Machine
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Material
Blasting material
Electric Detonator
Rock Hole Driller
Mate
1. Cost of dewatering upto 10 per cent of labour and Machine may be
added, where required. Assessment for dewatering shall be made as per site
conditions.
Mechanical Means
Cost For 180 Cum
Manual Means
Hard rock ( requiring blasting )
Hard rock ( blasting prohibited )
___________________________________________________________________________________________________Page no. 235 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 5.000 420.00 / Day 2,100.00
PMC133 hours 6.00 3540.46 / day 2,655.35
4,844.15
Over Head excluding Tax (10%-4%) @6% 4,844.15 x 6 % 290.65
Contractor's Profit @10% 5,134.79 x 10 % 513.48
Labour Cess @1% 5,648.27 x 1 % 56.48
5,704.76
570.48
570.50
12-1-5
12-1-5-A
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 10.000 420.00 / Day 4,200.00
PMC031 hours 2.67 526.68 / hours 1,406.24
5,783.84
Over Head excluding Tax (10%-4%) @6% 5,783.84 x 6 % 347.03
Contractor's Profit @10% 6,130.87 x 10 % 613.09
Labour Cess @1% 6,743.95 x 1 % 67.44
6,811.39
681.14
681.10
12-1-5-B
1. Cost of dewatering upto 30 per cent of labour may be added, where
required. Assessment for dewatering shall be made as per site conditions.
2. Shoring & strutting 15 per cent of Labour, where required may be added
3. It is assumed that Marshy Soil will be available upto 3 m depth only. For
deeper excavation below 3 m depth, refer analysis in item12.1 (i) to (iv) for
ordinary soil
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Mechanical Means - upto 3 m depth
Beldar/mazdoor (unskilled)
Machine
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Marshy soil
Manual means - upto 3 m depth
___________________________________________________________________________________________________Page no. 236 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 2.000 420.00 / Day 840.00
PMC014 hours 0.17 1316.70 / hours 223.84
PMC031 hours 0.45 526.68 / hours 237.01
1,336.37
Over Head excluding Tax (10%-4%) @6% 1,336.37 x 6 % 80.18
Contractor's Profit @10% 1,416.55 x 10 % 141.65
Labour Cess @1% 1,558.20 x 1 % 15.58
1,573.78
157.38
157.40
12-1-6
Unit = Cum
Taking output = 6 Cum
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL15 day 3.000 420.00 / Day 1,260.00
PMC031 hours 2.00 526.68 / hours 1,053.36
2,366.64
Over Head excluding Tax (10%-4%) @6% 2,366.64 x 6 % 142.00
Contractor's Profit @10% 2,508.64 x 10 % 250.86
Labour Cess @1% 2,759.50 x 1 % 27.60
2,787.10
464.52
464.50
Total Resource Cost
Cost For 6 Cum
Rate per Cum
Say Rs. Per Cum
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Hydraulic Excavator 0.9/1.0 cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Back Filling in Marshy Foundation Pits
1. Cost of dewatering upto 20 per cent of labour and machine may be
added, where required. Assessment for dewatering shall be made as per site
conditions.
2. Shoring & strutting 10 per cent of abour and machine, where required
may be added
3. It is assumed that Marshy Soil will be available upto 3 m depth only. For
deeper excavation below 3 m depth, refer analysis in item12.1 (i) to (iv) for
ordinary soil
Resource Rate
Labour
Mate
___________________________________________________________________________________________________Page no. 237 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-2
12-3
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.010 444.00 / Day 4.44
PL15 day 0.300 420.00 / Day 126.00
PM0124 Cum 1.20 1541.25 / Cum 1,849.50
1,979.94
Over Head excluding Tax (10%-4%) @6% 1,979.94 x 6 % 118.80
Contractor's Profit @10% 2,098.74 x 10 % 209.87
Labour Cess @1% 2,308.61 x 1 % 23.09
2,331.70
2,331.70
2,331.70
12-4
Note:-
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.000 600.00 / Day 600.00
PL14 day 0.640 444.00 / Day 284.16
PL15 day 15.000 420.00 / Day 6,300.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC035 hours 2.00 292.60 / hours 585.20
PMC095 hours 6.00 512.05 / hours 3,072.30
Vibrator is a part of minor T & P which is already included in overhead
charges of the contractor.
Resource Rate
Labour
Mason 1st class
Beldar/mazdoor (unskilled)
Material
Mate
Machine
Generator 33 KVA
Concrete mixer 0.28/0.4 cum
Water tanker 6 kl capacity (Truck
Mounted)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Material
Sand (Fine)
Sand Filling in Foundation Trenches as per Drawing & Technical Specification
Filling Annular Space Around Footing in Rock
(Lean cement concrete 1:3:6 nominal mix. Rate may be taken as per items 13-4.)
PCC 1:3:6 in Foundation
(Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm
nominal size mechanically mixed, placed in foundation and compacted by vibration including
curing for 14 days.)
___________________________________________________________________________________________________Page no. 238 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0017 Cum 13.50 1472.00 / Cum 19,872.00
PM0049 Tonne 3.45 7512.09 / MT 25,916.71
PM0144 KL 18.00 135.00 / KL 2,430.00
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
71,240.05
Over Head excluding Tax (10%-4%) @6% 71,240.05 x 6 % 4,274.40
Contractor's Profit @10% 75,514.45 x 10 % 7,551.45
Labour Cess @1% 83,065.90 x 1 % 830.66
83,896.55
5,593.10
5,593.10
12-5
Unit = Cum
Taking output = 5 Cum
Code Unit Qty. Amount
PL12 day 4.000 600.00 / Day 2,400.00
PL14 day 0.480 444.00 / Day 213.12
PL15 day 8.000 420.00 / Day 3,360.00
PM0048 No. 2,500.00 9936.27 / 1000 Nos 24,840.68
30,813.80
12-6-A Cum 1.20 7007.40 / Cum 8,408.88
Over Head excluding Tax (10%-4%) @6% 30,813.80 x 6 % 1,848.83
Contractor's Profit @10% 32,662.62 x 10 % 3,266.26
Labour Cess @1% 35,928.88 x 1 % 359.29
44,697.05
8,939.41
8,939.40
12-6
12-6-A
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 0.900 420.00 / Day 378.00
Total Resource Cost
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Aggregate (Single size) : 40 mm
nominal size
Cement
Water
Sand (Coarse)
Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing
and plastering, as per drawing and technical specifications
Labour
Mate
Beldar/mazdoor (unskilled)
Rate
Labour
Sub- Item of Mortar
Resource
Say Rs. Per Cum
Sub-Item
Cement mortar1:3 (1cement :3 sand)
Resource Rate
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Material
Brick
Cement mortar 1:3
Total Resource Cost
Cost For 5 Cum
Rate per Cum
___________________________________________________________________________________________________Page no. 239 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0049 Tonne 0.51 7512.09 / MT 3,831.17
PM0123 Cum 1.05 1641.25 / Cum 1,723.31
5,950.24
Over Head excluding Tax (10%-4%) @6% 5,950.24 x 6 % 357.01
Contractor's Profit @10% 6,307.25 x 10 % 630.73
Labour Cess @1% 6,937.98 x 1 % 69.38
7,007.36
7,007.36
7,007.40
12-6-B
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 0.900 420.00 / Day 378.00
PM0049 Tonne 0.67 7512.09 / MT 5,033.10
PM0123 Cum 0.93 1641.25 / Cum 1,526.36
6,955.22
Over Head excluding Tax (10%-4%) @6% 6,955.22 x 6 % 417.31
Contractor's Profit @10% 7,372.54 x 10 % 737.25
Labour Cess @1% 8,109.79 x 1 % 81.10
8,190.89
8,190.89
8,190.90
12-6-C
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 0.900 420.00 / Day 378.00
PM0049 Tonne 0.40 7512.09 / MT 3,004.84
PM0123 Cum 1.12 1641.25 / Cum 1,838.20
5,238.80
Over Head excluding Tax (10%-4%) @6% 5,238.80 x 6 % 314.33
Contractor's Profit @10% 5,553.12 x 10 % 555.31
Material
Sand (Coarse)
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Cement
Cement mortar1:2 (1cement :2 sand)
Cement mortar1:4 (1cement :4 sand)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Cement
Sand (Coarse)
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Cement
Sand (Coarse)
Total Resource Cost
___________________________________________________________________________________________________Page no. 240 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 6,108.44 x 1 % 61.08
6,169.52
6,169.52
6,169.50
12-6-D
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 0.900 420.00 / Day 378.00
PM0049 Tonne 0.29 7512.09 / MT 2,178.51
PM0123 Cum 1.34 1641.25 / Cum 2,199.28
4,773.54
Over Head excluding Tax (10%-4%) @6% 4,773.54 x 6 % 286.41
Contractor's Profit @10% 5,059.95 x 10 % 506.00
Labour Cess @1% 5,565.95 x 1 % 55.66
5,621.61
5,621.61
5,621.60
12-7
12-7-A
Unit = Cum
Taking output = 5 Cum
Code Unit Qty. Amount
PL12 day 7.500 600.00 / Day 4,500.00
PL14 day 0.660 444.00 / Day 293.04
PL15 day 9.000 420.00 / Day 3,780.00
PM0047 No. 35.00 23.22 / Nos. 812.70
PM0288 Cum 5.50 1160.00 / Cum 6,380.00
15,765.74
12-6-A Cum 1.50 7007.40 / Cum 10,511.10
Over Head excluding Tax (10%-4%) @6% 15,765.74 x 6 % 945.94
Contractor's Profit @10% 16,711.68 x 10 % 1,671.17
Cement mortar1:6 (1cement :6 sand)
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and
Technical Specification
Square Rubble Coursed rubble masonry( first sort )
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Cement
Sand (Coarse)
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Material
Square Rubble Coursed Stone
Total Resource Cost
Sub-Item
Cement mortar 1:3
Bond stone (400 mm x 150 mm x 150
mm)
___________________________________________________________________________________________________Page no. 241 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 18,382.85 x 1 % 183.83
29,077.78
5,815.56
5,815.60
12-7-B
Unit = Cum
Taking output = 5 Cum
Code Unit Qty. Amount
PL12 day 6.000 600.00 / Day 3,600.00
PL14 day 0.620 444.00 / Day 275.28
PL15 day 9.000 420.00 / Day 3,780.00
PM0047 No. 35.00 23.22 / Nos. 812.70
PM0136 Cum 5.50 476.22 / Cum 2,619.21
11,087.19
12-6-A Cum 1.55 7007.40 / Cum 10,861.47
Over Head excluding Tax (10%-4%) @6% 11,087.19 x 6 % 665.23
Contractor's Profit @10% 11,752.42 x 10 % 1,175.24
Labour Cess @1% 12,927.66 x 1 % 129.28
23,918.41
4,783.68
4,783.70
12-8
Note:-
12-8-A
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
Random Rubble Masonry
Plain/Reinforced cement concrete in open foundation complete as per drawing and
technical specifications
PCC Grade M15
Cost For 5 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Material
Bond stone (400 mm x 150 mm x 150
mm)
Stone for Random Rubble Masonry
Total Resource Cost
Sub-Item
Cement mortar 1:3
Cost For 5 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
1. Vibrator is a part of minor T & P which is already included in overhead
charges of the contractor.
2. Where ever concrete is carried out using batching plant, transit mixer,
concrete pump, Admixtures @ 0.4 per cent of weight of cement may be
added for achieving desired slump of concrete.
Labour
Mason 1st class
Mate
___________________________________________________________________________________________________Page no. 242 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 1.35 3370.83 / Cum 4,550.62
PM0016 Cum 4.05 3370.83 / Cum 13,651.86
PM0017 Cum 8.10 1472.00 / Cum 11,923.20
PM0049 Tonne 4.13 7512.09 / MT 31,024.93
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
86,084.43
86,084.43 x 4% 3,443.38
Over Head excluding Tax (10%-4%) @6% 89,527.81 x 6 % 5,371.67
Contractor's Profit @10% 94,899.48 x 10 % 9,489.95
Labour Cess @1% 1,04,389.42 x 1 % 1,043.89
1,05,433.32
7,028.89
7,028.90
12-8-B
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 2.70 3370.83 / Cum 9,101.24
PM0016 Cum 5.40 3370.83 / Cum 18,202.48
PM0017 Cum 5.40 1472.00 / Cum 7,948.80
PM0049 Tonne 5.16 7512.09 / MT 38,762.38
PCC Grade M20
Aggregate (Single size) : 40 mm
nominal size
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Aggregate (Single size) : 40 mm
nominal size
Cement
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Aggregate (Single size) : 20 mm
nominal size
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
___________________________________________________________________________________________________Page no. 243 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
98,948.72
98,948.72 x 4% 3,957.95
Over Head excluding Tax (10%-4%) @6% 1,02,906.67 x 6 % 6,174.40
Contractor's Profit @10% 1,09,081.07 x 10 % 10,908.11
Labour Cess @1% 1,19,989.18 x 1 % 1,199.89
1,21,189.07
8,079.27
8,079.30
12-8-C
12-8-C-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 5.21 7512.09 / MT 39,137.99
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,09,578.01
1,09,578.01 x 4% 4,383.12
Over Head excluding Tax (10%-4%) @6% 1,13,961.13 x 6 % 6,837.67
Contractor's Profit @10% 1,20,798.80 x 10 % 12,079.88
Labour Cess @1% 1,32,878.68 x 1 % 1,328.79
1,34,207.47
8,947.16
8,947.20
12-8-C-2
Unit = Cum
RCC Grade M20
Using concrete mixer
With Batching Plant, Transit Mixer and Concrete Pump
Sand (Coarse)
Total Resource Cost
Sand (Coarse)
Total Resource Cost
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
___________________________________________________________________________________________________Page no. 244 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 41.66 7512.09 / MT 3,12,953.67
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
8,43,089.04
8,43,089.04 x 4% 33,723.56
Over Head excluding Tax (10%-4%) @6% 8,76,812.60 x 6 % 52,608.76
Contractor's Profit @10% 9,29,421.36 x 10 % 92,942.14
Labour Cess @1% 10,22,363.49 x 1 % 10,223.63
10,32,587.13
8,604.89
8,604.90
12-8-D
12-8-D-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PCC Grade M25
Using concrete Mixer
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
___________________________________________________________________________________________________Page no. 245 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 2.70 3370.83 / Cum 9,101.24
PM0016 Cum 5.40 3370.83 / Cum 18,202.48
PM0017 Cum 5.40 1472.00 / Cum 7,948.80
PM0049 Tonne 5.99 7512.09 / MT 44,997.42
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,05,183.76
1,05,183.76 x 3.75% 3,944.39
Over Head excluding Tax (10%-4%) @6% 1,09,128.15 x 6 % 6,547.69
Contractor's Profit @10% 1,15,675.84 x 10 % 11,567.58
Labour Cess @1% 1,27,243.42 x 1 % 1,272.43
1,28,515.86
8,567.72
8,567.70
12-8-D-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 21.60 3370.83 / Cum 72,809.93
With Batching Plant, Transit Mixer and Concrete Pump
Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 20 mm
nominal size
Aggregate (Single size) : 40 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Aggregate (Single size) : 10 mm
nominal size
Resource
Formwork @ 3.75 per cent on cost of concrete i.e. cost of
material, labour and machinery
___________________________________________________________________________________________________Page no. 246 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0016 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0017 Cum 43.20 1472.00 / Cum 63,590.40
PM0049 Tonne 47.95 7512.09 / MT 3,60,204.72
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
8,08,310.63
8,08,310.63 x 3.75% 30,311.65
Over Head excluding Tax (10%-4%) @6% 8,38,622.28 x 6 % 50,317.34
Contractor's Profit @10% 8,88,939.61 x 10 % 88,893.96
Labour Cess @1% 9,77,833.58 x 1 % 9,778.34
9,87,611.91
8,230.10
8,230.10
12-8-E
12-8-E-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 6.05 7512.09 / MT 45,448.14
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,15,888.17
1,15,888.17 x 3.75% 4,345.81
Over Head excluding Tax (10%-4%) @6% 1,20,233.97 x 6 % 7,214.04
Contractor's Profit @10% 1,27,448.01 x 10 % 12,744.80
Labour Cess @1% 1,40,192.81 x 1 % 1,401.93
1,41,594.74
RCC Grade M25
Using concrete Mixer
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Aggregate (Single size) : 40 mm
nominal size
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Cost For 15 Cum
Formwork @ 3.75 per cent on cost of concrete i.e. cost of
material, labour and machinery
Formwork @ 3.75 per cent on cost of concrete i.e. cost of
material, labour and machinery
___________________________________________________________________________________________________Page no. 247 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
9,439.65
9,439.60
12-8-E-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 48.38 7512.09 / MT 3,63,434.91
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
8,93,570.28
8,93,570.28 x 3.75% 33,508.89
Over Head excluding Tax (10%-4%) @6% 9,27,079.17 x 6 % 55,624.75
Contractor's Profit @10% 9,82,703.92 x 10 % 98,270.39
Labour Cess @1% 10,80,974.31 x 1 % 10,809.74
10,91,784.06
9,098.20
9,098.20
12-8-F
12-8-F-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
With Batching Plant, Transit Mixer and Concrete Pump
PCC Grade M30
Using Concrete Mixer
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Formwork @ 3.75 per cent on cost of concrete i.e. cost of
material, labour and machinery
___________________________________________________________________________________________________Page no. 248 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 2.70 3370.83 / Cum 9,101.24
PM0016 Cum 5.40 3370.83 / Cum 18,202.48
PM0017 Cum 5.40 1472.00 / Cum 7,948.80
PM0049 Tonne 6.08 7512.09 / MT 45,673.51
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,05,859.85
1,05,859.85 x 3.50% 3,705.09
Over Head excluding Tax (10%-4%) @6% 1,09,564.94 x 6 % 6,573.90
Contractor's Profit @10% 1,16,138.84 x 10 % 11,613.88
Labour Cess @1% 1,27,752.72 x 1 % 1,277.53
1,29,030.25
8,602.02
8,602.00
12-8-F-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
Using Batching Plant, Transit Mixer and Concrete Pump
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Aggregate (Single size) : 40 mm
nominal size
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Formwork @ 3.50 per cent on cost of concrete i.e. cost of
material, labour and machinery
___________________________________________________________________________________________________Page no. 249 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 21.60 3370.83 / Cum 72,809.93
PM0016 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0017 Cum 43.20 1472.00 / Cum 63,590.40
PM0049 Tonne 48.60 7512.09 / MT 3,65,087.57
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
8,13,193.49
8,13,193.49 x 3.50% 28,461.77
Over Head excluding Tax (10%-4%) @6% 8,41,655.26 x 6 % 50,499.32
Contractor's Profit @10% 8,92,154.58 x 10 % 89,215.46
Labour Cess @1% 9,81,370.03 x 1 % 9,813.70
9,91,183.73
8,259.86
8,259.90
12-8-G
12-8-G-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 6.10 7512.09 / MT 45,823.75
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,16,263.77
Using Concrete Mixer
RCC Grade M30
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Aggregate (Single size) : 40 mm
nominal size
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Cement
Sand (Coarse)
Total Resource Cost
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Formwork @ 3.50 per cent on cost of concrete i.e. cost of
material, labour and machinery
___________________________________________________________________________________________________Page no. 250 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,16,263.77 x 3.50% 4,069.23
Over Head excluding Tax (10%-4%) @6% 1,20,333.00 x 6 % 7,219.98
Contractor's Profit @10% 1,27,552.98 x 10 % 12,755.30
Labour Cess @1% 1,40,308.28 x 1 % 1,403.08
1,41,711.36
9,447.42
9,447.40
12-8-G-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 48.80 7512.09 / MT 3,66,589.99
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
8,96,725.36
8,96,725.36 x 3.50% 31,385.39
Over Head excluding Tax (10%-4%) @6% 9,28,110.75 x 6 % 55,686.64
Contractor's Profit @10% 9,83,797.39 x 10 % 98,379.74
Labour Cess @1% 10,82,177.13 x 1 % 10,821.77
10,92,998.91
9,108.32
9,108.30
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Using Batching Plant, Transit Mixer and Concrete Pump
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Formwork @ 3.50 per cent on cost of concrete i.e. cost of
material, labour and machinery
Formwork @ 3.50 per cent on cost of concrete i.e. cost of
material, labour and machinery
___________________________________________________________________________________________________Page no. 251 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-8-H
12-8-H-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 6.33 7512.09 / MT 47,551.53
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,17,991.55
1,17,991.55 x 3% 3,539.75
Over Head excluding Tax (10%-4%) @6% 1,21,531.30 x 6 % 7,291.88
Contractor's Profit @10% 1,28,823.18 x 10 % 12,882.32
Labour Cess @1% 1,41,705.49 x 1 % 1,417.05
1,43,122.55
9,541.50
9,541.50
12-8-H-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
Using Concrete Mixer
Using Batching Plant, Transit Mixer and Concrete Pump
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Cost For 15 Cum
RCC Grade M35
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Formwork @ 3 per cent on cost of concrete i.e. cost of
material, labour and machinery
Rate per Cum
Say Rs. Per Cum
Resource Rate
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
___________________________________________________________________________________________________Page no. 252 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 50.64 7512.09 / MT 3,80,412.24
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
9,10,547.61
9,10,547.61 x 3% 27,316.43
Over Head excluding Tax (10%-4%) @6% 9,37,864.04 x 6 % 56,271.84
Contractor's Profit @10% 9,94,135.88 x 10 % 99,413.59
Labour Cess @1% 10,93,549.47 x 1 % 10,935.49
11,04,484.96
9,204.04
9,204.00
12-9
12-9-A
Note:-
Unit =No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL15 day 15.000 420.00 / Day 6,300.00
PMC043 hours 20.00 1826.09 / hours 36,521.80
36521.80 x 2.5% 913.05
PM0052 Cum 251.20 574.00 / Cum 1,44,188.80
PM0279 No. 750.00 22.00 / Nos. 16,500.00
2,04,601.25
Sand bags (Cost of sand and Empty
cement bag)
Total Resource Cost
Consumables @ 2.5% of Machine
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Cranes b) 35 tonnes
Material
Compensation for earth taken from
private land
Formwork @ 3 per cent on cost of concrete i.e. cost of
material, labour and machinery
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Providing and constructing temporary island 16 m diameter for construction of well
foundation for 8m dia. Well.
Assuming depth of water 1.0 m and height of island to be 1.25m.
It is assumed that earth will be available within the working space of crane
with grab bucket.
___________________________________________________________________________________________________Page no. 253 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 2,04,601.25 x 6 % 12,276.07
Contractor's Profit @10% 2,16,877.32 x 10 % 21,687.73
Labour Cess @1% 2,38,565.05 x 1 % 2,385.65
2,40,950.70
2,40,950.70
2,40,950.70
12-9-B
Note:-
Unit =No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 5.600 444.00 / Day 2,486.40
PL15 day 18.000 420.00 / Day 7,560.00
PL15 day 12.000 420.00 / Day 5,040.00
PL15 day 110.000 420.00 / Day 46,200.00
PMC043 hours 50.00 1826.09 / hours 91,304.50
PM0052 Cum 904.32 574.00 / Cum 5,19,079.68
PM0279 No. 6,000.00 22.00 / Nos. 1,32,000.00
PM0306 No. 190.00 126.00 / Nos. 23,940.00
PM0307 No. 95.00 413.00 / Nos. 39,235.00
866845.58 x 2.5% 21,671.14
8,88,516.72
Over Head excluding Tax (10%-4%) @6% 8,88,516.72 x 6 % 53,311.00
Contractor's Profit @10% 9,41,827.72 x 10 % 94,182.77
Labour Cess @1% 10,36,010.49 x 1 % 10,360.10
10,46,370.60
10,46,370.60
10,46,370.60
Mazdoor for piling 8" dia ballies for
piling 8" dia ballies
Cost For 1 No.
Rate per No.
Say Rs. Per No.
For other well diameters rate can be worked out on the basis of cross-
sectional area of well. The diameter of the island shall be in the conformity
with clause 1203.2 of MoRTH specifications.
Resource Rate
Labour
Assuming depth of water 4.0 m and height of island 4.5 m.
Consumables and other arrangements
for piling ballies @ 2.5 per cent
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
Machine
Cranes b) 35 tonnes
Material
Compensation for earth taken from
private land
Sand bags (Cost of sand and Empty
cement bag)
Mazdoor for bracing with 2" dia ballies
Mate
Mazdoor for filling sand bags, stitching
and placing
Wooden ballies 2" Dia for bracing
Wooden ballies 8" Dia and 9 m long
___________________________________________________________________________________________________Page no. 254 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-9-C
Unit =Rmt
Taking output = 30 Rmt
Code Unit Qty. Amount
PL14 day 0.240 444.00 / Day 106.56
PL15 day 6.000 420.00 / Day 2,520.00
PMC012 hours 27.00 1316.70 / hours 35,550.90
PMC028 hours 28.00 695.59 / hours 19,476.52
PM0052 Cum 450.00 574.00 / Cum 2,58,300.00
PM0279 No. 300.00 22.00 / Nos. 6,600.00
3,22,553.98
Over Head excluding Tax (10%-4%) @6% 3,22,553.98 x 6 % 19,353.24
Contractor's Profit @10% 3,41,907.22 x 10 % 34,190.72
Labour Cess @1% 3,76,097.94 x 1 % 3,760.98
3,79,858.92
12,661.96
12,662.00
12-10
Unit = Tonne
Taking output = 1 Tonne
Code Unit Qty. Amount
PL03 day 5.500 600.00 / Day 3,300.00
PL11 day 5.500 528.00 / Day 2,904.00
PL14 day 1.320 444.00 / Day 586.08
PL15 day 16.500 420.00 / Day 6,930.00
PL59 day 5.500 510.00 / Day 2,805.00
PM0101 Tonne 1.05 56312.09 / MT 59,127.69
PM0105 Kg 20.00 90462.09 / MT 1,809.24
60936.94 x 10% 6,093.69
Beldar/mazdoor (unskilled)
Front end-loader 1 cum bucket capacity
Machine
Tipper 5.5 cum/10 ton capacity
Material
Compensation for earth taken from
private land
Sand bags (Cost of sand and Empty
cement bag)
Resource Rate
Total Resource Cost
Cost For 30 Rmt
Rate per Rmt
Providing and constructing one span service road to reach island location from one
pier location to another pier location
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well
foundation complete as per drawing and technical specification.
Say Rs. Per Rmt
Assuming span length 30 m, width of service road 10m and
depth of water 1m
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Welder
Material
Structural Steel (E 250)
Nuts, Bolts and Rivets
Fitter (grade 1)
Mate
Beldar/mazdoor (unskilled)
Electrodes, cutting gas and other
consumables @ 10 per cent of cost of
material
Labour
Mate
___________________________________________________________________________________________________Page no. 255 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
83,555.71
Over Head excluding Tax (10%-4%) @6% 83,555.71 x 6 % 5,013.34
Contractor's Profit @10% 88,569.05 x 10 % 8,856.91
Labour Cess @1% 97,425.96 x 1 % 974.26
98,400.22
98,400.22
98,400.20
12-11
Note:-
12-11-A
Note:-
12-11-A-1
12-11-A-1-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-C-1 1,09,578.01
1,09,578.01
1,09,578.01 x 20% 21,915.60
Over Head excluding Tax (10%-4%) @6% 1,31,493.61 x 6 % 7,889.62
Contractor's Profit @10% 1,39,383.23 x 10 % 13,938.32
Labour Cess @1% 1,53,321.55 x 1 % 1,533.22
1,54,854.77
10,323.65
10,323.70
12-11-A-1-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-C-2 8,43,089.04
8,43,089.04
8,43,089.04 x 20% 1,68,617.81
Over Head excluding Tax (10%-4%) @6% 10,11,706.85 x 6 % 60,702.41
Contractor's Profit @10% 10,72,409.26 x 10 % 1,07,240.93
Labour Cess @1% 11,79,650.18 x 1 % 11,796.50
Where ever concrete is carried out using batching plant, transit mixer,
concrete pump, if not taken Admixtures @ 0.4 per cent of weight of cement
may be added for achieving desired slump of concrete.
With Batching Plant, Transit Mixer and Concrete Pump
Plain/Reinforced cement concrete, in well foundation complete as per drawing and
technical specification
Well curb
RCC M20 Grade
Using concrete mixer
If curb concrete is carried out within steel liner, cost of formwork shall be
excluded.
Total Resource Cost
Cost For 1 Tonne
Rate per Tonne
Say Rs. Per Tonne
Resource Rate
Same as for 12-8-C-2 except for formwork
Total Resource Cost
Formwork @ 20 per cent on Above
Total Resource Cost
Formwork @ 20 per cent on Above
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Same as for 12-8-C-1 except for formwork
Resource Rate
___________________________________________________________________________________________________Page no. 256 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
11,91,446.69
9,928.72
9,928.70
12-11-A-2
12-11-A-2-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-E-1 1,15,888.17
1,15,888.17
1,15,888.17 x 20% 23,177.63
Over Head excluding Tax (10%-4%) @6% 1,39,065.80 x 6 % 8,343.95
Contractor's Profit @10% 1,47,409.75 x 10 % 14,740.97
Labour Cess @1% 1,62,150.72 x 1 % 1,621.51
1,63,772.23
10,918.15
10,918.10
12-11-A-2-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-E-2 8,93,570.28
8,93,570.28
8,93,570.28 x 20% 1,78,714.06
Over Head excluding Tax (10%-4%) @6% 10,72,284.34 x 6 % 64,337.06
Contractor's Profit @10% 11,36,621.40 x 10 % 1,13,662.14
Labour Cess @1% 12,50,283.54 x 1 % 12,502.84
12,62,786.38
10,523.22
10,523.20
12-11-A-3 RCC M35 Grade
12-11-A-3-1 Using concrete mixer
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-H-1 1,17,991.55
1,17,991.55
1,17,991.55 x 20% 23,598.31
Over Head excluding Tax (10%-4%) @6% 1,41,589.86 x 6 % 8,495.39
RCC M25 Grade
Using concrete mixer
With Batching Plant, Transit Mixer and Concrete Pump
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-E-1 except for formwork
Total Resource Cost
Formwork @ 20 per cent on Above
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-E-2 except for formwork
Total Resource Cost
Formwork @ 20 per cent on Above
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-H-1 except for formwork
Total Resource Cost
Formwork @ 20 per cent on Above
___________________________________________________________________________________________________Page no. 257 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 1,50,085.25 x 10 % 15,008.53
Labour Cess @1% 1,65,093.78 x 1 % 1,650.94
1,66,744.72
11,116.31
11,116.30
12-11-A-3-2 With Batching Plant, Transit Mixer and Concrete Pump
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-H-2 9,10,547.61
9,10,547.61
9,10,547.61 x 20% 1,82,109.52
Over Head excluding Tax (10%-4%) @6% 10,92,657.13 x 6 % 65,559.43
Contractor's Profit @10% 11,58,216.56 x 10 % 1,15,821.66
Labour Cess @1% 12,74,038.21 x 1 % 12,740.38
12,86,778.59
10,723.15
10,723.20
12-11-B Well steining
12-11-B-1 PCC M15 Grade
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-A 86,084.43
86,084.43
86,084.43 x 10% 8,608.44
Over Head excluding Tax (10%-4%) @6% 94,692.87 x 6 % 5,681.57
Contractor's Profit @10% 1,00,374.45 x 10 % 10,037.44
Labour Cess @1% 1,10,411.89 x 1 % 1,104.12
1,11,516.01
7,434.40
7,434.40
12-11-B-2 PCC M20 Grade
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-B 98,948.72
98,948.72
98,948.72 x 10% 9,894.87
Total Resource Cost
Formwork @ 20 per cent on Above
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-A except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Cost For 15 Cum
Rate per Cum
Rate
Same as for 12-8-H-2 except for formwork
Say Rs. Per Cum
Resource Rate
Same as for 12-8-B except for formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource
Total Resource Cost
Formwork @ 10 per cent on Above
___________________________________________________________________________________________________Page no. 258 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 1,08,843.60 x 6 % 6,530.62
Contractor's Profit @10% 1,15,374.21 x 10 % 11,537.42
Labour Cess @1% 1,26,911.63 x 1 % 1,269.12
1,28,180.75
8,545.38
8,545.40
12-11-B-3 RCC M20 Grade
12-11-B-3-1 Using concrete mixer
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-C-1 1,09,578.01
1,09,578.01
1,09,578.01 x 10% 10,957.80
Over Head excluding Tax (10%-4%) @6% 1,20,535.81 x 6 % 7,232.15
Contractor's Profit @10% 1,27,767.96 x 10 % 12,776.80
Labour Cess @1% 1,40,544.76 x 1 % 1,405.45
1,41,950.20
9,463.35
9,463.30
12-11-B-3-2 With Batching Plant, Transit Mixer and Concrete Pump
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-C-2 8,43,089.04
8,43,089.04
8,43,089.04 x 10% 84,308.90
Over Head excluding Tax (10%-4%) @6% 9,27,397.94 x 6 % 55,643.88
Contractor's Profit @10% 9,83,041.82 x 10 % 98,304.18
Labour Cess @1% 10,81,346.00 x 1 % 10,813.46
10,92,159.46
9,101.33
9,101.30
12-11-B-4 PCC M25 Grade
12-11-B-4-1 Using concrete mixer
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-D-1 1,05,183.76
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-C-1 except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-C-2 except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-D-1 except for formwork
___________________________________________________________________________________________________Page no. 259 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,05,183.76
1,05,183.76 x 10% 10,518.38
Over Head excluding Tax (10%-4%) @6% 1,15,702.14 x 6 % 6,942.13
Contractor's Profit @10% 1,22,644.26 x 10 % 12,264.43
Labour Cess @1% 1,34,908.69 x 1 % 1,349.09
1,36,257.78
9,083.85
9,083.90
12-11-B-4-2 With Batching Plant, Transit Mixer and Concrete Pump
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-D-2 8,08,310.63
8,08,310.63
8,08,310.63 x 10% 80,831.06
Over Head excluding Tax (10%-4%) @6% 8,89,141.69 x 6 % 53,348.50
Contractor's Profit @10% 9,42,490.19 x 10 % 94,249.02
Labour Cess @1% 10,36,739.21 x 1 % 10,367.39
10,47,106.61
8,725.89
8,725.90
12-11-B-5 RCC M25 Grade
12-11-B-5-1 Using concrete mixer
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-E-1 1,15,888.17
1,15,888.17
1,15,888.17 x 10% 11,588.82
Over Head excluding Tax (10%-4%) @6% 1,27,476.98 x 6 % 7,648.62
Contractor's Profit @10% 1,35,125.60 x 10 % 13,512.56
Labour Cess @1% 1,48,638.16 x 1 % 1,486.38
1,50,124.54
10,008.30
10,008.30
12-11-B-5-2 With Batching Plant, Transit Mixer and Concrete Pump
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Cost For 15 Cum
Rate per Cum
Resource Rate
Same as for 12-8-E-1 except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Say Rs. Per Cum
Total Resource Cost
Formwork @ 10 per cent on Above
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-D-2 except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Resource Rate
___________________________________________________________________________________________________Page no. 260 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-8-E-2 8,93,570.28
8,93,570.28
8,93,570.28 x 10% 89,357.03
Over Head excluding Tax (10%-4%) @6% 9,82,927.31 x 6 % 58,975.64
Contractor's Profit @10% 10,41,902.95 x 10 % 1,04,190.30
Labour Cess @1% 11,46,093.25 x 1 % 11,460.93
11,57,554.18
9,646.28
9,646.30
12-11-B-6 PCC M30 Grade
12-11-B-6-1 Using concrete mixer
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-F-1 1,05,859.85
1,05,859.85
1,05,859.85 x 10% 10,585.98
Over Head excluding Tax (10%-4%) @6% 1,16,445.83 x 6 % 6,986.75
Contractor's Profit @10% 1,23,432.58 x 10 % 12,343.26
Labour Cess @1% 1,35,775.84 x 1 % 1,357.76
1,37,133.60
9,142.24
9,142.20
12-11-B-6-2 With Batching Plant, Transit Mixer and Concrete Pump
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-F-2 8,13,193.49
8,13,193.49
8,13,193.49 x 10% 81,319.35
Over Head excluding Tax (10%-4%) @6% 8,94,512.84 x 6 % 53,670.77
Contractor's Profit @10% 9,48,183.61 x 10 % 94,818.36
Labour Cess @1% 10,43,001.97 x 1 % 10,430.02
10,53,431.99
8,778.60
8,778.60
12-11-B-7 RCC M30 Grade
12-11-B-7-1 Using concrete mixer
Unit = Cum
Same as for 12-8-E-2 except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-F-1 except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-F-2 except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 261 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-G-1 1,16,263.77
1,16,263.77
1,16,263.77 x 10% 11,626.38
Over Head excluding Tax (10%-4%) @6% 1,27,890.15 x 6 % 7,673.41
Contractor's Profit @10% 1,35,563.56 x 10 % 13,556.36
Labour Cess @1% 1,49,119.91 x 1 % 1,491.20
1,50,611.11
10,040.74
10,040.70
12-11-B-7-2 With Batching Plant, Transit Mixer and Concrete Pump
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-G-2 8,96,725.36
8,96,725.36
8,96,725.36 x 10% 89,672.54
Over Head excluding Tax (10%-4%) @6% 9,86,397.90 x 6 % 59,183.87
Contractor's Profit @10% 10,45,581.77 x 10 % 1,04,558.18
Labour Cess @1% 11,50,139.95 x 1 % 11,501.40
11,61,641.35
9,680.34
9,680.30
12-11-B-8 RCC M35 Grade
12-11-B-8-1 Using concrete mixer
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-H-1 1,17,991.55
1,17,991.55
1,17,991.55 x 10% 11,799.16
Over Head excluding Tax (10%-4%) @6% 1,29,790.71 x 6 % 7,787.44
Contractor's Profit @10% 1,37,578.15 x 10 % 13,757.81
Labour Cess @1% 1,51,335.96 x 1 % 1,513.36
1,52,849.32
10,189.95
10,190.00
12-11-B-8-2 With Batching Plant, Transit Mixer and Concrete Pump
Resource Rate
Same as for 12-8-G-1 except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-G-2 except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as for 12-8-H-1 except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 262 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-H-2 9,10,547.61
9,10,547.61
9,10,547.61 x 10% 91,054.76
Over Head excluding Tax (10%-4%) @6% 10,01,602.37 x 6 % 60,096.14
Contractor's Profit @10% 10,61,698.51 x 10 % 1,06,169.85
Labour Cess @1% 11,67,868.36 x 1 % 11,678.68
11,79,547.05
9,829.56
9,829.60
12-11-B-9
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 51.60 7512.09 / MT 3,87,623.84
PM0297 Kg 206.00 51.00 / Kg. 10,506.00
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
9,28,265.21
9,28,265.21 x 10% 92,826.52
Resource Rate
Same as for 12-8-H-2 except for formwork
Total Resource Cost
Formwork @ 10 per cent on Above
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
RCC M40 Grade Using Batching Plant, Transit Mixer and Concrete Pump
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 10 per cent on cost of concrete i.e. cost of
material, labour and machinery
Super plastisizer admixture IS marked
as per 9103-1999
___________________________________________________________________________________________________Page no. 263 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 10,21,091.74 x 6 % 61,265.50
Contractor's Profit @10% 10,82,357.24 x 10 % 1,08,235.72
Labour Cess @1% 11,90,592.96 x 1 % 11,905.93
12,02,498.89
10,020.82
10,020.80
12-11-C
12-11-C-1
12-11-C-1-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.900 444.00 / Day 399.60
PL15 day 20.000 420.00 / Day 8,400.00
PM0015 Cum 2.70 3370.83 / Cum 9,101.24
PM0016 Cum 5.40 3370.83 / Cum 18,202.48
PM0017 Cum 5.40 1472.00 / Cum 7,948.80
PM0049 Tonne 5.55 7512.09 / MT 41,692.10
PM0297 Kg 18.60 51.00 / Kg. 948.60
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PMC044 hours 6.00 694.26 / hours 4,165.56
1,07,010.36
98,671.26 x 5% 4,933.56
Over Head excluding Tax (10%-4%) @6% 1,11,943.92 x 6 % 6,716.64
Contractor's Profit @10% 1,18,660.56 x 10 % 11,866.06
Labour Cess @1% 1,30,526.61 x 1 % 1,305.27
1,31,831.88
8,788.79
Bottom Plug
PCC Grade M20
Using Concrete Mixer
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Aggregate (Single size) : 40 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Add 5 per cent of cost of material and labour towards cost
of forming sump, protective bunds, chiselling and making
arrangements for under water concreting with tremie pipe..
Cost For 15 Cum
Rate per Cum
Cranes c) 3 tonnes
Super plastisizer admixture IS marked
as per 9103-1999
Machine
___________________________________________________________________________________________________Page no. 264 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8,788.80
12-11-C-1-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.880 444.00 / Day 390.72
PL15 day 18.000 420.00 / Day 7,560.00
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 44.40 7512.09 / MT 3,33,536.80
PM0297 Kg 148.80 51.00 / Kg. 7,588.80
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
8,71,278.73
8,03,553.46 x 5% 40,177.67
Over Head excluding Tax (10%-4%) @6% 9,11,456.40 x 6 % 54,687.38
Contractor's Profit @10% 9,66,143.78 x 10 % 96,614.38
Labour Cess @1% 10,62,758.16 x 1 % 10,627.58
10,73,385.74
8,944.88
8,944.90
12-11-C-2
12-11-C-2-1
Using Batching Plant, Transit Mixer and Crane/concrete pump
PCC Grade M25
Using Concrete Mixer
Mason 1st class
Say Rs. Per Cum
Total Resource Cost
Add 5 per cent of cost of material and labour towards cost
of forming sump, protective bunds, chiselling and making
arrangements for under water concreting with tremie pipe..
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Super plastisizer admixture IS marked
as per 9103-1999
Sand (Coarse)
Machine
___________________________________________________________________________________________________Page no. 265 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.900 444.00 / Day 399.60
PL15 day 20.000 420.00 / Day 8,400.00
PM0015 Cum 2.70 3370.83 / Cum 9,101.24
PM0016 Cum 5.40 3370.83 / Cum 18,202.48
PM0017 Cum 5.40 1472.00 / Cum 7,948.80
PM0049 Tonne 5.99 7512.09 / MT 44,997.42
PM0297 Kg 21.60 51.00 / Kg. 1,101.60
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PMC044 hours 6.00 694.26 / hours 4,165.56
1,10,468.68
1,02,129.58 x 5% 5,106.48
Over Head excluding Tax (10%-4%) @6% 1,15,575.16 x 6 % 6,934.51
Contractor's Profit @10% 1,22,509.67 x 10 % 12,250.97
Labour Cess @1% 1,34,760.63 x 1 % 1,347.61
1,36,108.24
9,073.88
9,073.90
12-11-C-2-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.880 444.00 / Day 390.72
PL15 day 18.000 420.00 / Day 7,560.00
Using Batching Plant, Transit Mixer and Crane/concrete pump
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Aggregate (Single size) : 40 mm
nominal size
Cement
Super plastisizer admixture IS marked
as per 9103-1999
Sand (Coarse)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Cranes c) 3 tonnes
Total Resource Cost
Add 5 per cent of cost of material and labour towards cost
of forming sump, protective bunds, chiselling and making
arrangements for under water concreting with tremie pipe..
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 266 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 47.88 7512.09 / MT 3,59,678.87
PM0297 Kg 172.80 51.00 / Kg. 8,812.80
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
8,98,644.80
8,30,919.53 x 5% 41,545.98
Over Head excluding Tax (10%-4%) @6% 9,40,190.78 x 6 % 56,411.45
Contractor's Profit @10% 9,96,602.22 x 10 % 99,660.22
Labour Cess @1% 10,96,262.44 x 1 % 10,962.62
11,07,225.07
9,226.88
9,226.90
12-11-C-3
12-11-C-3-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.900 444.00 / Day 399.60
PL15 day 20.000 420.00 / Day 8,400.00
PM0015 Cum 2.70 3370.83 / Cum 9,101.24
PCC Grade M30
Using Concrete Mixer
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Super plastisizer admixture IS marked
as per 9103-1999
Sand (Coarse)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Total Resource Cost
Add 5 per cent of cost of material and labour towards cost
of forming sump, protective bunds, chiselling and making
arrangements for under water concreting with tremie pipe..
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Material
Aggregate (Single size) : 10 mm
nominal size
___________________________________________________________________________________________________Page no. 267 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0016 Cum 5.40 3370.83 / Cum 18,202.48
PM0017 Cum 5.40 1472.00 / Cum 7,948.80
PM0049 Tonne 6.08 7512.09 / MT 45,673.51
PM0297 Kg 21.60 51.00 / Kg. 1,101.60
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PMC044 hours 6.00 694.26 / hours 4,165.56
1,11,144.77
1,02,805.67 x 5% 5,140.28
Over Head excluding Tax (10%-4%) @6% 1,16,285.05 x 6 % 6,977.10
Contractor's Profit @10% 1,23,262.15 x 10 % 12,326.22
Labour Cess @1% 1,35,588.37 x 1 % 1,355.88
1,36,944.25
9,129.62
9,129.60
12-11-C-3-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.880 444.00 / Day 390.72
PL15 day 18.000 420.00 / Day 7,560.00
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 48.64 7512.09 / MT 3,65,388.06
PM0297 Kg 172.80 51.00 / Kg. 8,812.80
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
Using Batching Plant, Transit Mixer and Crane/ concrete pump
Aggregate (Single size) : 20 mm
nominal size
Aggregate (Single size) : 40 mm
nominal size
Cement
Super plastisizer admixture IS marked
as per 9103-1999
Sand (Coarse)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Cranes c) 3 tonnes
Total Resource Cost
Add 5 per cent of cost of material and labour towards cost
of forming sump, protective bunds, chiselling and making
arrangements for under water concreting with tremie pipe..
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Super plastisizer admixture IS marked
as per 9103-1999
Sand (Coarse)
Machine
___________________________________________________________________________________________________Page no. 268 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
9,04,353.99
8,36,628.72 x 5% 41,831.44
Over Head excluding Tax (10%-4%) @6% 9,46,185.42 x 6 % 56,771.13
Contractor's Profit @10% 10,02,956.55 x 10 % 1,00,295.65
Labour Cess @1% 11,03,252.20 x 1 % 11,032.52
11,14,284.73
9,285.71
9,285.70
12-11-C-4
12-11-C-4-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.900 444.00 / Day 399.60
PL15 day 20.000 420.00 / Day 8,400.00
PM0015 Cum 2.70 3370.83 / Cum 9,101.24
PM0016 Cum 5.40 3370.83 / Cum 18,202.48
PM0017 Cum 5.40 1472.00 / Cum 7,948.80
PM0049 Tonne 6.29 7512.09 / MT 47,251.05
PM0297 Kg 21.60 51.00 / Kg. 1,101.60
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
PMC007 hours 6.00 183.54 / hours 1,101.24
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Total Resource Cost
Add 5 per cent of cost of material and labour towards cost
of forming sump, protective bunds, chiselling and making
arrangements for under water concreting with tremie pipe..
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Aggregate (Single size) : 40 mm
nominal size
Cement
Super plastisizer admixture IS marked
as per 9103-1999
Sand (Coarse)
Machine
Concrete mixer 0.28/0.4 cum
PCC Grade M35
Using Concrete Mixer
___________________________________________________________________________________________________Page no. 269 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC095 hours 6.00 512.05 / hours 3,072.30
PMC044 hours 6.00 694.26 / hours 4,165.56
1,12,722.31
1,04,383.21 x 5% 5,219.16
Over Head excluding Tax (10%-4%) @6% 1,17,941.47 x 6 % 7,076.49
Contractor's Profit @10% 1,25,017.95 x 10 % 12,501.80
Labour Cess @1% 1,37,519.75 x 1 % 1,375.20
1,38,894.95
9,259.66
9,259.70
12-11-C-4-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.880 444.00 / Day 390.72
PL15 day 18.000 420.00 / Day 7,560.00
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 50.28 7512.09 / MT 3,77,707.89
PM0297 Kg 172.80 51.00 / Kg. 8,812.80
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
9,16,673.82
Beldar/mazdoor (unskilled)
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Super plastisizer admixture IS marked
as per 9103-1999
Sand (Coarse)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Total Resource Cost
Generator 33 KVA
Cranes c) 3 tonnes
Total Resource Cost
Add 5 per cent of cost of material and labour towards cost
of forming sump, protective bunds, chiselling and making
arrangements for under water concreting with tremie pipe..
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Using Batching Plant, Transit Mixer and Crane/concrete pump
___________________________________________________________________________________________________Page no. 270 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
8,48,948.55 x 5% 42,447.43
Over Head excluding Tax (10%-4%) @6% 9,59,121.24 x 6 % 57,547.27
Contractor's Profit @10% 10,16,668.52 x 10 % 1,01,666.85
Labour Cess @1% 11,18,335.37 x 1 % 11,183.35
11,29,518.72
9,412.66
9,412.70
12-11-D
12-11-D-1
12-11-D-1-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-11-C-1-1 1,07,010.36
Over Head excluding Tax (10%-4%) @6% 1,07,010.36 x 6 % 6,420.62
Contractor's Profit @10% 1,13,430.98 x 10 % 11,343.10
Labour Cess @1% 1,24,774.08 x 1 % 1,247.74
1,26,021.82
8,401.45
8,401.50
12-11-D-1-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-11-C-1-2 8,71,278.73
Over Head excluding Tax (10%-4%) @6% 8,71,278.73 x 6 % 52,276.72
Contractor's Profit @10% 9,23,555.45 x 10 % 92,355.54
Labour Cess @1% 10,15,910.99 x 1 % 10,159.11
10,26,070.10
8,550.58
8,550.60
12-11-D-2
12-11-D-2-1
Unit = Cum
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Same as in bottom plug concrete, excluding cost of forming sump, protective bunds,
chiseling etc.
Resource Rate
Same as in bottom plug concrete, excluding cost of forming sump, protective bunds,
chiseling etc.
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Rate
Intermediate plug
Grade M20 PCC
Using Concrete Mixer
Using Batching Plant, Transit Mixer and Crane/concrete pump
Grade M25 PCC
Using Concrete Mixer
Resource
Add 5 per cent of cost of material and labour towards cost
of forming sump, protective bunds, chiselling and making
arrangements for under water concreting with tremie pipe..
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 271 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 15 Cum
Code Unit Qty. Amount
12-11-C-2-1 1,10,468.68
Over Head excluding Tax (10%-4%) @6% 1,10,468.68 x 6 % 6,628.12
Contractor's Profit @10% 1,17,096.80 x 10 % 11,709.68
Labour Cess @1% 1,28,806.48 x 1 % 1,288.06
1,30,094.55
8,672.97
8,673.00
12-11-D-2-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-11-C-2-2 8,98,644.80
Over Head excluding Tax (10%-4%) @6% 8,98,644.80 x 6 % 53,918.69
Contractor's Profit @10% 9,52,563.49 x 10 % 95,256.35
Labour Cess @1% 10,47,819.84 x 1 % 10,478.20
10,58,298.03
8,819.15
8,819.20
12-11-D-3
12-11-D-3-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-11-C-3-1 1,11,144.77
Over Head excluding Tax (10%-4%) @6% 1,11,144.77 x 6 % 6,668.69
Contractor's Profit @10% 1,17,813.45 x 10 % 11,781.35
Labour Cess @1% 1,29,594.80 x 1 % 1,295.95
1,30,890.75
8,726.05
8,726.00
12-11-D-3-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
Resource Rate
Same as in bottom plug concrete, excluding cost of forming sump, protective bunds,
chiseling etc.
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as in bottom plug concrete, excluding cost of forming sump, protective bunds,
chiseling etc.
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Resource Rate
Same as in bottom plug concrete, excluding cost of forming sump, protective bunds,
chiseling etc.
Cost For 15 Cum
Using Batching Plant, Transit Mixer and Crane/concrete pump
Grade M30 PCC
Using Concrete Mixer
Using Batching Plant, Transit Mixer and Crane/concrete pump
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 272 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-11-C-3-2 9,04,353.99
Over Head excluding Tax (10%-4%) @6% 9,04,353.99 x 6 % 54,261.24
Contractor's Profit @10% 9,58,615.23 x 10 % 95,861.52
Labour Cess @1% 10,54,476.75 x 1 % 10,544.77
10,65,021.52
8,875.18
8,875.20
12-11-E
12-11-E-1
12-11-E-1-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-A 86,084.43
Over Head excluding Tax (10%-4%) @6% 86,084.43 x 6 % 5,165.07
Contractor's Profit @10% 91,249.50 x 10 % 9,124.95
Labour Cess @1% 1,00,374.45 x 1 % 1,003.74
1,01,378.19
6,758.55
6,758.50
12-11-E-2
12-11-E-2-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-B 98,948.72
Over Head excluding Tax (10%-4%) @6% 98,948.72 x 6 % 5,936.92
Contractor's Profit @10% 1,04,885.65 x 10 % 10,488.56
Labour Cess @1% 1,15,374.21 x 1 % 1,153.74
1,16,527.96
7,768.53
7,768.50
12-11-E-3
12-11-E-3-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-D-1 1,05,183.76
Resource Rate
Same as Item 12-8 excluding formwork
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as Item 12-8 excluding formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as Item 12-8 excluding formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Using Concrete Mixer
Same as in bottom plug concrete, excluding cost of forming sump, protective bunds,
chiseling etc.
Top plug
Grade M15 PCC
Using Concrete Mixer
Grade M20 PCC
Using Concrete Mixer
Grade M25 PCC
___________________________________________________________________________________________________Page no. 273 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 1,05,183.76 x 6 % 6,311.03
Contractor's Profit @10% 1,11,494.79 x 10 % 11,149.48
Labour Cess @1% 1,22,644.26 x 1 % 1,226.44
1,23,870.71
8,258.05
8,258.00
12-11-E-3-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-D-2 8,08,310.63
Over Head excluding Tax (10%-4%) @6% 8,08,310.63 x 6 % 48,498.64
Contractor's Profit @10% 8,56,809.27 x 10 % 85,680.93
Labour Cess @1% 9,42,490.19 x 1 % 9,424.90
9,51,915.10
7,932.63
7,932.60
12-11-E-4
12-11-E-4-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-F-1 1,05,859.85
Over Head excluding Tax (10%-4%) @6% 1,05,859.85 x 6 % 6,351.59
Contractor's Profit @10% 1,12,211.44 x 10 % 11,221.14
Labour Cess @1% 1,23,432.58 x 1 % 1,234.33
1,24,666.91
8,311.13
8,311.10
12-11-E-4-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-F-2 8,13,193.49
Over Head excluding Tax (10%-4%) @6% 8,13,193.49 x 6 % 48,791.61
Contractor's Profit @10% 8,61,985.10 x 10 % 86,198.51
Labour Cess @1% 9,48,183.61 x 1 % 9,481.84
9,57,665.44
7,980.55
Rate
Same as Item 12-8 excluding formwork
Cost For 120 Cum
Rate per Cum
Using Concrete Mixer
Using Batching Plant, Transit Mixer and Crane/concrete pump
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as Item 12-8 excluding formwork
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Same as Item 12-8 excluding formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource
Using Batching Plant, Transit Mixer and Crane/concrete pump
Grade M30 PCC
___________________________________________________________________________________________________Page no. 274 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
7,980.50
12-11-F
12-11-F-1
12-11-F-1-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 5.12 7512.09 / MT 38,461.90
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,08,901.92
1,08,901.92 x 4% 4,356.08
Over Head excluding Tax (10%-4%) @6% 1,13,258.00 x 6 % 6,795.48
Contractor's Profit @10% 1,20,053.48 x 10 % 12,005.35
Labour Cess @1% 1,32,058.83 x 1 % 1,320.59
1,33,379.42
8,891.96
8,892.00
12-11-F-1-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Well cap
RCC Grade M20
Using concrete Mixer
Using Batching Plant, Transit Mixer and Concrete Pump
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
___________________________________________________________________________________________________Page no. 275 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 40.92 7512.09 / MT 3,07,394.72
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
8,37,530.09
8,37,530.09 x 4% 33,501.20
Over Head excluding Tax (10%-4%) @6% 8,71,031.30 x 6 % 52,261.88
Contractor's Profit @10% 9,23,293.17 x 10 % 92,329.32
Labour Cess @1% 10,15,622.49 x 1 % 10,156.22
10,25,778.72
8,548.16
8,548.20
12-11-F-2
12-11-F-2-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72Aggregate (Single size) : 20 mm
nominal size
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
RCC Grade M25
Using concrete Mixer
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
___________________________________________________________________________________________________Page no. 276 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0049 Tonne 6.05 7512.09 / MT 45,448.14
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,15,888.17
1,15,888.17 x 3.75% 4,345.81
Over Head excluding Tax (10%-4%) @6% 1,20,233.97 x 6 % 7,214.04
Contractor's Profit @10% 1,27,448.01 x 10 % 12,744.80
Labour Cess @1% 1,40,192.81 x 1 % 1,401.93
1,41,594.74
9,439.65
9,439.60
12-11-F-2-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 48.40 7512.09 / MT 3,63,585.16
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
8,93,720.53
8,93,720.53 x 3.75% 33,514.52
Over Head excluding Tax (10%-4%) @6% 9,27,235.05 x 6 % 55,634.10
Contractor's Profit @10% 9,82,869.15 x 10 % 98,286.91
Labour Cess @1% 10,81,156.06 x 1 % 10,811.56
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 3.75 per cent on cost of concrete i.e. cost of
material, labour and machinery
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 3.75 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Using Batching Plant, Transit Mixer and Concrete Pump
___________________________________________________________________________________________________Page no. 277 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
10,91,967.62
9,099.73
9,099.70
12-11-F-3
12-11-F-3-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 6.10 7512.09 / MT 45,823.75
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,16,263.77
1,16,263.77 x 3.50% 4,069.23
Over Head excluding Tax (10%-4%) @6% 1,20,333.00 x 6 % 7,219.98
Contractor's Profit @10% 1,27,552.98 x 10 % 12,755.30
Labour Cess @1% 1,40,308.28 x 1 % 1,403.08
1,41,711.36
9,447.42
9,447.40
12-11-F-3-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 3.50 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Machine
RCC Grade M30
Using Concrete Mixer
Using Batching Plant, Transit Mixer and Concrete Pump
___________________________________________________________________________________________________Page no. 278 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 48.79 7512.09 / MT 3,66,514.87
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
8,96,650.24
8,96,650.24 x 3.50% 31,382.76
Over Head excluding Tax (10%-4%) @6% 9,28,033.00 x 6 % 55,681.98
Contractor's Profit @10% 9,83,714.98 x 10 % 98,371.50
Labour Cess @1% 10,82,086.48 x 1 % 10,820.86
10,92,907.34
9,107.56
9,107.60
12-11-F-4
12-11-F-4-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Sand (Coarse)
Total Resource Cost
Formwork @ 3.50 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Using Concrete Mixer
RCC Grade M35
___________________________________________________________________________________________________Page no. 279 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 6.33 7512.09 / MT 47,551.53
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,17,991.55
1,17,991.55 x 3% 3,539.75
Over Head excluding Tax (10%-4%) @6% 1,21,531.30 x 6 % 7,291.88
Contractor's Profit @10% 1,28,823.18 x 10 % 12,882.32
Labour Cess @1% 1,41,705.49 x 1 % 1,417.05
1,43,122.55
9,541.50
9,541.50
12-11-F-4-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 50.64 7512.09 / MT 3,80,412.24
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
9,10,547.61
9,10,547.61 x 3% 27,316.43
Over Head excluding Tax (10%-4%) @6% 9,37,864.04 x 6 % 56,271.84
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 3 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 15 Cum
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 3 per cent on cost of concrete i.e. cost of
material, labour and machinery
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Using Batching Plant, Transit Mixer and Concrete Pump
___________________________________________________________________________________________________Page no. 280 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 9,94,135.88 x 10 % 99,413.59
Labour Cess @1% 10,93,549.47 x 1 % 10,935.49
11,04,484.96
9,204.04
9,204.00
12-11-F-5
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000.00 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 52.20 7512.09 / MT 3,92,131.10
PM0297 Kg 206.00 51.00 / Kg. 10,506.00
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
9,32,772.47
9,32,772.47 x 10% 93,277.25
Over Head excluding Tax (10%-4%) @6% 10,26,049.71 x 6 % 61,562.98
Contractor's Profit @10% 10,87,612.70 x 10 % 1,08,761.27
Labour Cess @1% 11,96,373.97 x 1 % 11,963.74
12,08,337.71
10,069.48
10,069.50
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Aggregate (Single size) : 20 mm
nominal size
Cement
Super plastisizer admixture IS marked
as per 9103-1999
Sand (Coarse)
Total Resource Cost
Formwork @ 10 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
RCC M40 Grade
___________________________________________________________________________________________________Page no. 281 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-12
12-12-A
12-12-A-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.50 m per hour.
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL16 day 2.000 444.00 / Day 888.00
PL17 day 1.000 510.00 / Day 510.00
PMC091 hours 2.00 2852.85 / hours 5,705.70
5705.70 x 10% 570.57
7,727.55
Over Head excluding Tax (10%-4%) @6% 7,727.55 x 6 % 463.65
Contractor's Profit @10% 8,191.20 x 10 % 819.12
Labour Cess @1% 9,010.32 x 1 % 90.10
9,100.43
9,100.43
9,100.40
12-12-A-2
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.33 m per hour.
Code Unit Qty. Amount
PL14 day 0.150 444.00 / Day 66.60
PL16 day 2.500 444.00 / Day 1,110.00
PL17 day 1.250 510.00 / Day 637.50
PMC091 hours 3.00 2852.85 / hours 8,558.55
8558.55 x 10% 855.86
11,228.51
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Sinking helper
Sinker
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Mazdoor/Beldar (Skilled)
Sandy soil
Depth below bed level upto 3.0 M
Beyond 3m upto 10m depth
Sinking of 6 m external diameter well (other than pneumatic method of sinking )
through all types of strata namely sandy soil, clayey soil and rock as shown against
each case, complete as per drawing and technical specifications. Depth of sinking is
reckoned from bed level.
___________________________________________________________________________________________________Page no. 282 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 11,228.51 x 6 % 673.71
Contractor's Profit @10% 11,902.22 x 10 % 1,190.22
Labour Cess @1% 13,092.44 x 1 % 130.92
13,223.36
13,223.36
13,223.40
12-12-A-3
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 13,884.57
x 1.05 14,578.80
x 1.05 15,307.74
x 1.05 16,073.13
x 1.05 16,876.78
x 1.05 17,720.62
x 1.05 18,606.65
x 1.05 19,536.98
x 1.05 20,513.83
x 1.05 21,539.53
1,74,638.63
17,463.86
17,463.86
17,463.90
12-12-A-4
12-12-A-4-A
Unit = Rmt
Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 23,154.99
x 1.075 24,891.61
x 1.075 26,758.48
x 1.075 28,765.37
x 1.075 30,922.77
x 1.075 33,241.98
x 1.075 35,735.13
x 1.075 38,415.27
x 1.075 41,296.41
x 1.075 44,393.64
3,27,575.66
20th m 20,513.83
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Say Rs. Per Rmt
Resource Rate
11th m
12th m
13th m
14th m
15th m
16th m
17th m
18th m
19th m
13,223.40
35,735.13
29th m 38,415.27
Excluding cost for Kentledge
Resource Rate
21st m 21,539.53
22nd m 23,154.99
23rd m 24,891.61
24th m 26,758.48
25th m 28,765.37
26th m 30,922.77
27th m 33,241.98
28th m
13,884.57
14,578.80
15,307.74
16,073.13
16,876.78
Cost For 1 Rmt
Rate per Rmt
Beyond 10m upto 20m
Beyond 20m upto 30 m
17,720.62
18,606.65
19,536.98
30th m 41,296.41
Total Cost for 20th to 30th m
___________________________________________________________________________________________________Page no. 283 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
32,757.57
32,757.57
32,757.60
12-12-A-4-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-12-A-4-A 32,757.60
32757.60 x 20% 6,551.52
39,309.12
39,309.12
39,309.10
12-12-A-5
12-12-A-5-A
Unit = Rmt
Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 48,833.01
x 1.10 53,716.31
x 1.10 59,087.94
x 1.10 64,996.73
x 1.10 71,496.40
x 1.10 78,646.04
x 1.10 86,510.65
x 1.10 95,161.71
x 1.10 1,04,677.88
x 1.10 1,15,145.67
7,78,272.34
77,827.23
77,827.23
77,827.20
12-12-A-5-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-12-A-5-A 77,827.20
77827.20 x 20% 15,565.44
93,392.64
93,392.64
Average Rate Per Rmt
Beyond 30m upto 40 m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Rate per Rmt
Say Rs. Per Rmt
Excluding cost for Kentledge
Rate
31st m 44,393.64
32nd m 48,833.01
33rd m 53,716.31
34th m 59,087.94
35th m 64,996.73
36th m 71,496.40
37th m 78,646.04
Resource
38th m 86,510.65
39th m 95,161.71
40th m 1,04,677.88
Total Cost for 30th to 40th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
___________________________________________________________________________________________________Page no. 284 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
93,392.60
12-12-B
12-12-B-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.33 m per hour.
Code Unit Qty. Amount
PL14 day 0.150 444.00 / Day 66.60
PL16 day 2.250 444.00 / Day 999.00
PL17 day 1.500 510.00 / Day 765.00
PMC091 hours 3.00 2852.85 / hours 8,558.55
8558.55 x 10% 855.86
11,245.01
Over Head excluding Tax (10%-4%) @6% 11,245.01 x 6 % 674.70
Contractor's Profit @10% 11,919.71 x 10 % 1,191.97
Labour Cess @1% 13,111.68 x 1 % 131.12
13,242.79
13,242.79
13,242.80
12-12-B-2
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.17 m per hour.
Code Unit Qty. Amount
PL14 day 0.300 444.00 / Day 133.20
PL16 day 4.500 444.00 / Day 1,998.00
PL17 day 3.000 510.00 / Day 1,530.00
PMC079 hours 2.00 405.65 / hours 811.30
PMC091 hours 6.00 2852.85 / hours 17,117.10
17928.40 x 10% 1,792.84
23,382.44
Clayey soil ( 6m dia. Well )
Depth below bed level upto 3.0 M
Beyond 3m upto 10m depth
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Air compressor with pneumatic chisel
attachment for cutting hard clay.
___________________________________________________________________________________________________Page no. 285 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 23,382.44 x 6 % 1,402.95
Contractor's Profit @10% 24,785.39 x 10 % 2,478.54
Labour Cess @1% 27,263.93 x 1 % 272.64
27,536.56
27,536.56
27,536.60
12-12-B-3
12-12-B-3-A
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 28,913.43
x 1.05 30,359.10
x 1.05 31,877.06
x 1.05 33,470.91
x 1.05 35,144.45
x 1.05 36,901.68
x 1.05 38,746.76
x 1.05 40,684.10
x 1.05 42,718.30
x 1.05 44,854.22
3,63,670.02
36,367.00
36,367.00
36,367.00
12-12-B-3-B
Unit = Rmt
Add for dewatering @ 5 per cent of cost, if required.
Code Unit Qty. Amount
12-12-B-3-A 36,367.00
36367.00 x 5% 1,818.35
38,185.35
38,185.35
38,185.40
12-12-B-4
12-12-B-4-A
Unit = Rmt
Add 7.5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
Beyond 10 m upto 20 m
36,901.68
18th m 38,746.76
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
19th m 40,684.10
20th m 42,718.30
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m (For Dewatering not Required)
Beyond 10 m upto 20 m (including Dewatering)
Resource Rate
Average Rate
Add 5%
Resource Rate
11th m 27,536.60
12th m 28,913.43
13th m 30,359.10
14th m 31,877.06
15th m 33,470.91
16th m 35,144.45
17th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Beyond 20m upto 30 m (Excluding cost for Kentledge & Dewatering)
Beyond 20m upto 30 m
___________________________________________________________________________________________________Page no. 286 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
x 1.075 48,218.29
x 1.075 51,834.66
x 1.075 55,722.26
x 1.075 59,901.43
x 1.075 64,394.03
x 1.075 69,223.59
x 1.075 74,415.35
x 1.075 79,996.51
x 1.075 85,996.24
x 1.075 92,445.96
6,82,148.31
68,214.83
68,214.83
68,214.80
12-12-B-4-B
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-12-B-4-A 68,214.80
68214.80 x 25% 17,053.70
85,268.50
85,268.50
85,268.50
12-12-B-4-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-12-B-4-A 68,214.80
68214.80 x 5% 3,410.74
71,625.54
71,625.54
71,625.50
12-12-B-4-D
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
27th m 69,223.59
28th m 74,415.35
29th m 79,996.51
30th m 85,996.24
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Kentledge but Excluding cost for Dewatering)
Resource
21st m 44,854.22
22nd m 48,218.29
23rd m 51,834.66
24th m 55,722.26
25th m 59,901.43
26th m 64,394.03
Rate
Average Rate
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering and Kentledge)
Resource Rate
___________________________________________________________________________________________________Page no. 287 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-12-B-4-A 68,214.80
68214.80 x 5% 3,410.74
71625.54 x 25% 17,906.39
89,531.93
89,531.93
89,531.90
12-12-B-5
12-12-B-5-A
Unit = Rmt
Add 10 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 1,01,690.56
x 1.10 1,11,859.61
x 1.10 1,23,045.58
x 1.10 1,35,350.13
x 1.10 1,48,885.15
x 1.10 1,63,773.66
x 1.10 1,80,151.03
x 1.10 1,98,166.13
x 1.10 2,17,982.74
x 1.10 2,39,781.02
16,20,685.62
1,62,068.56
1,62,068.56
1,62,068.60
12-12-B-5-B
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-12-B-5-A 1,62,068.60
162068.60 x 20% 32,413.72
1,94,482.32
1,94,482.32
1,94,482.30
12-12-B-5-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Average Rate
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Add 5%
Resource Rate
31st m 92,445.96
Beyond 30m upto 40 m (Excluding cost for Kentledge & Dewatering)
Beyond 30m upto 40 m
32nd m 1,01,690.56
33rd m 1,11,859.61
34th m 1,23,045.58
35th m 1,35,350.13
36th m 1,48,885.15
37th m 1,63,773.66
38th m 1,80,151.03
39th m 1,98,166.13
40th m 2,17,982.74
Total Cost for 30 to 40 m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering but Excluding cost for Kentledge)
___________________________________________________________________________________________________Page no. 288 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
12-12-B-5-A 1,62,068.60
162068.60 x 5% 8,103.43
1,70,172.03
1,70,172.03
1,70,172.00
12-12-B-5-D
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-12-B-5-A 1,62,068.60
162068.60 x 5% 8,103.43
170172.03 x 20% 34,034.41
2,04,206.44
2,04,206.44
2,04,206.40
12-12-C
12-12-C-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.25 m per hour.
Code Unit Qty. Amount
PL14 day 0.920 444.00 / Day 408.48
PL24 day 0.500 528.00 / Day 264.00
PL16 day 20.000 444.00 / Day 8,880.00
PL17 day 3.000 510.00 / Day 1,530.00
PMC079 hours 3.50 405.65 / hours 1,419.78
PMC091 hours 4.00 2852.85 / hours 11,411.40
12831.18 x 10% 1,283.12
25,196.77
Over Head excluding Tax (10%-4%) @6% 25,196.77 x 6 % 1,511.81
Contractor's Profit @10% 26,708.58 x 10 % 2,670.86
Labour Cess @1% 29,379.44 x 1 % 293.79
29,673.23
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Add 5%
Add 20%
Average Rate Per Rmt
Diver
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Soft rock (6m dia well )
Depth of soft rock strata upto 3m (For Dewatering not Required)
___________________________________________________________________________________________________Page no. 289 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
29,673.23
29,673.20
12-12-C-2
Unit = Rmt
Code Unit Qty. Amount
12-12-C-1 29,673.20
29673.20 x 5% 1,483.66
31,156.86
31,156.86
31,156.90
12-12-D
12-12-D-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.17 m per hour.
Code Unit Qty. Amount
PL04 day 0.250 528.00 / Day 132.00
PL09 day 2.000 444.00 / Day 888.00
PL14 day 1.560 444.00 / Day 692.64
PL15 day 12.000 420.00 / Day 5,040.00
PL17 day 4.000 510.00 / Day 2,040.00
PMC079 hours 2.00 405.65 / hours 811.30
PMC091 hours 6.00 2852.85 / hours 17,117.10
17928.40 x 10% 1,792.84
PM0081 Kg 4.00 93.00 / Kg. 372.00
PM0223 No. 18.00 851.00 / 100 Nos 153.18
29,039.06
Over Head excluding Tax (10%-4%) @6% 29,039.06 x 6 % 1,742.34
Contractor's Profit @10% 30,781.40 x 10 % 3,078.14
Labour Cess @1% 33,859.54 x 1 % 338.60
34,198.14
34,198.14
34,198.10
12-12-C-2
Say Rs. Per Rmt
Depth of soft rock strata upto 3m (including Dewatering )
Rate per Rmt
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Blaster
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Hard rock (6m dia well )
Depth in hard rock strata upto 3 m (For Dewatering not Required)
Rate per Rmt
Say Rs. Per Rmt
Depth in hard rock strata upto 3 m (including Dewatering )
Rock Hole Driller
Mate
Material
Gelatine 80 per cent
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Cost For 1 Rmt
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
___________________________________________________________________________________________________Page no. 290 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Code Unit Qty. Amount
12-12-D-1 34,198.10
34198.10 x 5% 1,709.91
35,908.01
35,908.01
35,908.00
12-13
12-13-A
12-13-A-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.30 m per hour.
Code Unit Qty. Amount
PL14 day 0.150 444.00 / Day 66.60
PL16 day 2.500 444.00 / Day 1,110.00
PL17 day 1.250 510.00 / Day 637.50
PMC091 hours 3.25 2852.85 / hours 9,271.76
9271.76 x 10% 927.18
12,013.04
Over Head excluding Tax (10%-4%) @6% 12,013.04 x 6 % 720.78
Contractor's Profit @10% 12,733.82 x 10 % 1,273.38
Labour Cess @1% 14,007.20 x 1 % 140.07
14,147.28
14,147.28
14,147.30
12-13-A-2
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.22 m per hour.
Code Unit Qty. Amount
PL14 day 0.180 444.00 / Day 79.92
PL16 day 3.000 444.00 / Day 1,332.00
Sinking of 7 m external diameter well ( other than pneumatic method of sinking )
through all types of strata namely sandy soil, clayey soil and rock as shown against
each case, complete as per drawing and technical specifications. Depth of sinking is
reckoned from bed level.
Sandy soil
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Depth below bed level upto 3.0 M
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 3m upto 10m depth
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
___________________________________________________________________________________________________Page no. 291 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL17 day 1.500 510.00 / Day 765.00
PMC091 hours 4.50 2852.85 / hours 12,837.83
12837.83 x 10% 1,283.78
16,298.53
Over Head excluding Tax (10%-4%) @6% 16,298.53 x 6 % 977.91
Contractor's Profit @10% 17,276.44 x 10 % 1,727.64
Labour Cess @1% 19,004.08 x 1 % 190.04
19,194.12
19,194.12
19,194.10
12-13-A-3
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 20,153.81
x 1.05 21,161.50
x 1.05 22,219.57
x 1.05 23,330.55
x 1.05 24,497.08
x 1.05 25,721.93
x 1.05 27,008.03
x 1.05 28,358.43
x 1.05 29,776.35
x 1.05 31,265.17
2,53,492.39
25,349.24
25,349.24
25,349.20
12-13-A-4
12-13-A-4-A
Unit = Rmt
Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 33,610.05
x 1.075 36,130.81
x 1.075 38,840.62
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10m upto 20m
Resource Rate
11th m 19,194.10
12th m 20,153.81
13th m 21,161.50
14th m 22,219.57
15th m 23,330.55
16th m 24,497.08
17th m 25,721.93
18th m 27,008.03
19th m 28,358.43
20th m 29,776.35
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Excluding cost for Kentledge
Resource Rate
21st m 31,265.17
22nd m 33,610.05
23rd m 36,130.81
___________________________________________________________________________________________________Page no. 292 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
x 1.075 41,753.66
x 1.075 44,885.19
x 1.075 48,251.58
x 1.075 51,870.45
x 1.075 55,760.73
x 1.075 59,942.79
x 1.075 64,438.49
4,75,484.37
47,548.44
47,548.44
47,548.40
12-13-A-4-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-13-A-4-A 47,548.40
47548.40 x 20% 9,509.68
57,058.08
57,058.08
57,058.10
12-13-A-5
12-13-A-5-A
Unit = Rmt
Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 70,882.34
x 1.10 77,970.58
x 1.10 85,767.64
x 1.10 94,344.40
x 1.10 1,03,778.84
x 1.10 1,14,156.72
x 1.10 1,25,572.40
x 1.10 1,38,129.64
x 1.10 1,51,942.60
x 1.10 1,67,136.86
11,29,682.01
1,12,968.20
1,12,968.20
1,12,968.20
24th m 38,840.62
25th m 41,753.66
26th m 44,885.19
27th m 48,251.58
28th m 51,870.45
29th m 55,760.73
30th m 59,942.79
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Excluding cost for Kentledge
Resource Rate
31st m 64,438.49
32nd m 70,882.34
33rd m 77,970.58
34th m 85,767.64
35th m 94,344.40
36th m 1,03,778.84
37th m 1,14,156.72
38th m 1,25,572.40
39th m 1,38,129.64
40th m 1,51,942.60
Total Cost for 30th to 40th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 293 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-13-A-5-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-13-A-5-A 1,12,968.20
112968.20 x 20% 22,593.64
1,35,561.84
1,35,561.84
1,35,561.80
12-13-B
12-13-B-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.22 m per hour.
Code Unit Qty. Amount
PL14 day 0.180 444.00 / Day 79.92
PL16 day 3.000 444.00 / Day 1,332.00
PL17 day 1.500 510.00 / Day 765.00
PMC091 hours 4.50 2852.85 / hours 12,837.83
12837.83 x 10% 1,283.78
16,298.53
Over Head excluding Tax (10%-4%) @6% 16,298.53 x 6 % 977.91
Contractor's Profit @10% 17,276.44 x 10 % 1,727.64
Labour Cess @1% 19,004.08 x 1 % 190.04
19,194.12
19,194.12
19,194.10
12-13-B-2
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.17 m per hour.
Code Unit Qty. Amount
PL14 day 0.260 444.00 / Day 115.44
PL16 day 4.000 444.00 / Day 1,776.00
PL17 day 2.000 510.00 / Day 1,020.00
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Clayey soil ( 7m dia. Well )
Depth below bed level upto 3.0 M
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 3m upto 10m depth
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
___________________________________________________________________________________________________Page no. 294 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC079 hours 3.25 405.65 / hours 1,318.36
PMC091 hours 6.00 2852.85 / hours 17,117.10
18435.46 x 10% 1,843.55
23,190.45
Over Head excluding Tax (10%-4%) @6% 23,190.45 x 6 % 1,391.43
Contractor's Profit @10% 24,581.88 x 10 % 2,458.19
Labour Cess @1% 27,040.06 x 1 % 270.40
27,310.46
27,310.46
27,310.50
12-12-B-3
12-12-B-3-A
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 28,676.03
x 1.05 30,109.83
x 1.05 31,615.32
x 1.05 33,196.08
x 1.05 34,855.89
x 1.05 36,598.68
x 1.05 38,428.62
x 1.05 40,350.05
x 1.05 42,367.55
x 1.05 44,485.93
3,60,683.96
36,068.40
36,068.40
36,068.40
12-13-B-3-B
Unit = Rmt
Add for dewatering @ 5 per cent of cost, if required.
Code Unit Qty. Amount
12-13-B-3-A 36,068.40
36068.40 x 5% 1,803.42
37,871.82
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m
Beyond 10 m upto 20 m (For Dewatering not Required)
Resource Rate
11th m 27,310.50
12th m 28,676.03
13th m 30,109.83
14th m 31,615.32
15th m 33,196.08
16th m 34,855.89
17th m 36,598.68
18th m 38,428.62
19th m 40,350.05
20th m 42,367.55
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m (including Dewatering)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
___________________________________________________________________________________________________Page no. 295 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
37,871.82
37,871.80
12-13-B-4
12-13-B-4-A
Unit = Rmt
Add 7.5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 47,822.37
x 1.075 51,409.05
x 1.075 55,264.73
x 1.075 59,409.58
x 1.075 63,865.30
x 1.075 68,655.20
x 1.075 73,804.34
x 1.075 79,339.66
x 1.075 85,290.14
x 1.075 91,686.90
6,76,547.27
67,654.73
67,654.73
67,654.70
12-13-B-4-B
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-13-B-4-A 67,654.70
67654.70 x 25% 16,913.68
84,568.38
84,568.38
84,568.40
12-13-B-4-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-13-B-4-A 67,654.70
67654.70 x 5% 3,382.74
71,037.44
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Beyond 20m upto 30 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
21st m 44,485.93
22nd m 47,822.37
23rd m 51,409.05
24th m 55,264.73
25th m 59,409.58
26th m 63,865.30
27th m 68,655.20
28th m 73,804.34
29th m 79,339.66
30th m 85,290.14
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
___________________________________________________________________________________________________Page no. 296 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
71,037.44
71,037.40
12-13-B-4-D
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-13-B-4-A 67,654.70
67654.70 x 5% 3,382.74
71037.44 x 25% 17,759.36
88,796.79
88,796.79
88,796.80
12-13-B-5
12-13-B-5-A
Unit = Rmt
Add 10 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 1,00,855.59
x 1.10 1,10,941.15
x 1.10 1,22,035.26
x 1.10 1,34,238.79
x 1.10 1,47,662.67
x 1.10 1,62,428.93
x 1.10 1,78,671.83
x 1.10 1,96,539.01
x 1.10 2,16,192.91
x 1.10 2,37,812.20
16,07,378.34
1,60,737.83
1,60,737.83
1,60,737.80
12-13-B-5-B
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-13-B-5-A 1,60,737.80
160737.80 x 20% 32,147.56
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Add 5%
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Beyond 30m upto 40 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
31st m 91,686.90
32nd m 1,00,855.59
33rd m 1,10,941.15
34th m 1,22,035.26
35th m 1,34,238.79
36th m 1,47,662.67
37th m 1,62,428.93
38th m 1,78,671.83
39th m 1,96,539.01
40th m 2,16,192.91
Total Cost for 30 to 40 m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Add 20%
___________________________________________________________________________________________________Page no. 297 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,92,885.36
1,92,885.36
1,92,885.40
12-13-B-5-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-13-B-5-A 1,60,737.80
160737.80 x 5% 8,036.89
1,68,774.69
1,68,774.69
1,68,774.70
12-13-B-5-D
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-13-B-5-A 1,60,737.80
160737.80 x 5% 8,036.89
168774.69 x 20% 33,754.94
2,02,529.63
2,02,529.63
2,02,529.60
12-13-C
12-12-C-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.22 m per hour.
Code Unit Qty. Amount
PL14 day 0.580 444.00 / Day 257.52
PL24 day 0.750 528.00 / Day 396.00
PL16 day 10.000 444.00 / Day 4,440.00
PL17 day 4.000 510.00 / Day 2,040.00
PMC079 hours 3.75 405.65 / hours 1,521.19
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Add 5%
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Soft rock (7m dia well )
Depth of soft rock strata upto 3m (For Dewatering not Required)
Resource Rate
Labour
Mate
Diver
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
___________________________________________________________________________________________________Page no. 298 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC091 hours 4.50 2852.85 / hours 12,837.83
14359.01 x 10% 1,435.90
22,928.43
Over Head excluding Tax (10%-4%) @6% 22,928.43 x 6 % 1,375.71
Contractor's Profit @10% 24,304.14 x 10 % 2,430.41
Labour Cess @1% 26,734.55 x 1 % 267.35
27,001.90
27,001.90
27,001.90
12-13-C-2
Unit = Rmt
Code Unit Qty. Amount
12-13-C-1 27,001.90
27001.90 x 5% 1,350.10
28,352.00
28,352.00
28,352.00
12-13-D
12-13-D-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.17 m per hour.
Code Unit Qty. Amount
PL04 day 0.250 528.00 / Day 132.00
PL09 day 2.000 444.00 / Day 888.00
PL24 day 0.500 528.00 / Day 264.00
PL14 day 1.600 444.00 / Day 710.40
PL15 day 18.000 420.00 / Day 7,560.00
PL17 day 4.000 510.00 / Day 2,040.00
PMC079 hours 2.00 405.65 / hours 811.30
PMC091 hours 6.00 2852.85 / hours 17,117.10
17928.40 x 10% 1,792.84
PM0081 Kg 7.00 93.00 / Kg. 651.00
PM0223 No. 30.00 851.00 / 100 Nos 255.30
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Depth of soft rock strata upto 3m (including Dewatering )
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Hard rock (7m dia well )
Depth in hard rock strata upto 3 m (For Dewatering not Required)
Resource Rate
Labour
Blaster
Rock Hole Driller
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Material
Gelatine 80 per cent
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Diver
___________________________________________________________________________________________________Page no. 299 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
32,221.94
Over Head excluding Tax (10%-4%) @6% 32,221.94 x 6 % 1,933.32
Contractor's Profit @10% 34,155.26 x 10 % 3,415.53
Labour Cess @1% 37,570.78 x 1 % 375.71
37,946.49
37,946.49
37,946.50
12-13-D-2
Unit = Rmt
Code Unit Qty. Amount
12-13-D-1 37,946.50
37946.50 x 5% 1,897.33
39,843.83
39,843.83
39,843.80
12-14
12-14-A
12-14-A-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.25 m per hour.
Code Unit Qty. Amount
PL14 day 0.180 444.00 / Day 79.92
PL16 day 3.000 444.00 / Day 1,332.00
PL17 day 1.500 510.00 / Day 765.00
PMC091 hours 4.00 2852.85 / hours 11,411.40
11411.40 x 10% 1,141.14
14,729.46
Over Head excluding Tax (10%-4%) @6% 14,729.46 x 6 % 883.77
Contractor's Profit @10% 15,613.23 x 10 % 1,561.32
Labour Cess @1% 17,174.55 x 1 % 171.75
17,346.30
17,346.30
17,346.30
12-14-A-2 Beyond 3m upto 10m depth
Sinking of 8 m external diameter well ( other than pneumatic method of sinking )
through all types of strata namely sandy soil, clayey soil and rock as shown against Sandy soil
Depth below bed level upto 3.0 M
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Depth in hard rock strata upto 3 m (including Dewatering )
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 300 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.20 m per hour.
Code Unit Qty. Amount
PL14 day 0.250 444.00 / Day 111.00
PL16 day 3.500 444.00 / Day 1,554.00
PL17 day 1.750 510.00 / Day 892.50
PMC091 hours 5.00 2852.85 / hours 14,264.25
14264.25 x 10% 1,426.43
18,248.18
Over Head excluding Tax (10%-4%) @6% 18,248.18 x 6 % 1,094.89
Contractor's Profit @10% 19,343.07 x 10 % 1,934.31
Labour Cess @1% 21,277.37 x 1 % 212.77
21,490.15
21,490.15
21,490.10
12-14-A-3
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 22,564.61
x 1.05 23,692.84
x 1.05 24,877.48
x 1.05 26,121.35
x 1.05 27,427.42
x 1.05 28,798.79
x 1.05 30,238.73
x 1.05 31,750.67
x 1.05 33,338.20
x 1.05 35,005.11
2,83,815.18
28,381.52
28,381.52
28,381.50
12-14-A-4
12-14-A-4-A
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10m upto 20m
Resource Rate
11th m 21,490.10
12th m 22,564.61
13th m 23,692.84
14th m 24,877.48
15th m 26,121.35
16th m 27,427.42
17th m 28,798.79
18th m 30,238.73
19th m 31,750.67
20th m 33,338.20
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Excluding cost for Kentledge
___________________________________________________________________________________________________Page no. 301 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 37,630.49
x 1.075 40,452.78
x 1.075 43,486.74
x 1.075 46,748.24
x 1.075 50,254.36
x 1.075 54,023.44
x 1.075 58,075.20
x 1.075 62,430.83
x 1.075 67,113.15
x 1.075 72,146.63
5,32,361.86
53,236.19
53,236.19
53,236.20
12-14-A-4-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-14-A-4-A 53,236.20
53236.20 x 20% 10,647.24
63,883.44
63,883.44
63,883.40
12-14-A-5
12-14-A-5-A
Unit = Rmt
Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 79,361.30
x 1.10 87,297.43
x 1.10 96,027.17
x 1.10 1,05,629.89
x 1.10 1,16,192.87
x 1.10 1,27,812.16
x 1.10 1,40,593.38
x 1.10 1,54,652.72
x 1.10 1,70,117.99
Resource Rate
21st m 35,005.11
22nd m 37,630.49
23rd m 40,452.78
24th m 43,486.74
25th m 46,748.24
26th m 50,254.36
27th m 54,023.44
28th m 58,075.20
29th m 62,430.83
30th m 67,113.15
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Excluding cost for Kentledge
Resource Rate
31st m 72,146.63
32nd m 79,361.30
33rd m 87,297.43
34th m 96,027.17
35th m 1,05,629.89
36th m 1,16,192.87
37th m 1,27,812.16
38th m 1,40,593.38
39th m 1,54,652.72
___________________________________________________________________________________________________Page no. 302 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
x 1.10 1,87,129.79
12,64,814.68
1,26,481.47
1,26,481.47
1,26,481.50
12-14-A-5-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-14-A-5-A 1,26,481.50
126481.50 x 20% 25,296.30
1,51,777.80
1,51,777.80
1,51,777.80
12-14-B
12-14-B-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.18 m per hour.
Code Unit Qty. Amount
PL14 day 0.220 444.00 / Day 97.68
PL16 day 3.500 444.00 / Day 1,554.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC091 hours 5.50 2852.85 / hours 15,690.68
15690.68 x 10% 1,569.07
19,931.42
Over Head excluding Tax (10%-4%) @6% 19,931.42 x 6 % 1,195.89
Contractor's Profit @10% 21,127.31 x 10 % 2,112.73
Labour Cess @1% 23,240.04 x 1 % 232.40
23,472.44
23,472.44
23,472.40
12-14-B-2
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.17 m per hour.
40th m 1,70,117.99
Total Cost for 30th to 40th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Clayey soil ( 8m dia. Well )
Depth below bed level upto 3.0 M
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 3m upto 10m depth
___________________________________________________________________________________________________Page no. 303 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
PL14 day 0.320 444.00 / Day 142.08
PL16 day 4.500 444.00 / Day 1,998.00
PL17 day 2.500 510.00 / Day 1,275.00
PMC079 hours 3.50 405.65 / hours 1,419.78
PMC091 hours 6.00 2852.85 / hours 17,117.10
18536.88 x 10% 1,853.69
23,805.64
Over Head excluding Tax (10%-4%) @6% 23,805.64 x 6 % 1,428.34
Contractor's Profit @10% 25,233.98 x 10 % 2,523.40
Labour Cess @1% 27,757.38 x 1 % 277.57
28,034.95
28,034.95
28,035.00
12-14-B-3
12-14-B-3-A
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 29,436.75
x 1.05 30,908.59
x 1.05 32,454.02
x 1.05 34,076.72
x 1.05 35,780.55
x 1.05 37,569.58
x 1.05 39,448.06
x 1.05 41,420.46
x 1.05 43,491.49
x 1.05 45,666.06
3,70,252.28
37,025.23
37,025.23
37,025.20
12-14-B-3-B
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m
Beyond 10 m upto 20 m (For Dewatering not Required)
Resource Rate
11th m 28,035.00
12th m 29,436.75
13th m 30,908.59
14th m 32,454.02
15th m 34,076.72
16th m 35,780.55
17th m 37,569.58
18th m 39,448.06
19th m 41,420.46
20th m 43,491.49
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m (including Dewatering)
___________________________________________________________________________________________________Page no. 304 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Add for dewatering @ 5 per cent of cost, if required.
Code Unit Qty. Amount
12-14-B-3-A 37,025.20
37025.20 x 5% 1,851.26
38,876.46
38,876.46
38,876.50
12-13-B-4
12-13-B-4-A
Unit = Rmt
Add 7.5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 49,091.02
x 1.075 52,772.84
x 1.075 56,730.80
x 1.075 60,985.62
x 1.075 65,559.54
x 1.075 70,476.50
x 1.075 75,762.24
x 1.075 81,444.41
x 1.075 87,552.74
x 1.075 94,119.19
6,94,494.89
69,449.49
69,449.49
69,449.50
12-14-B-4-B
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-14-B-4-A 69,449.50
69449.50 x 25% 17,362.38
86,811.88
86,811.88
86,811.90
12-14-B-4-C
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Beyond 20m upto 30 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
21st m 45,666.06
22nd m 49,091.02
23rd m 52,772.84
24th m 56,730.80
25th m 60,985.62
26th m 65,559.54
27th m 70,476.50
28th m 75,762.24
29th m 81,444.41
30th m 87,552.74
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering but Excluding cost for Kentledge)
___________________________________________________________________________________________________Page no. 305 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-14-B-4-A 69,449.50
69449.50 x 5% 3,472.48
72,921.98
72,921.98
72,922.00
12-14-B-4-D
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-14-B-4-A 69,449.50
69449.50 x 5% 3,472.48
72921.98 x 25% 18,230.49
91,152.47
91,152.47
91,152.50
12-13-B-5
12-13-B-5-A
Unit = Rmt
Add 10 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 1,03,531.11
x 1.10 1,13,884.22
x 1.10 1,25,272.65
x 1.10 1,37,799.91
x 1.10 1,51,579.90
x 1.10 1,66,737.89
x 1.10 1,83,411.68
x 1.10 2,01,752.85
x 1.10 2,21,928.13
x 1.10 2,44,120.95
16,50,019.29
1,65,001.93
1,65,001.93
1,65,001.90
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Add 5%
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Beyond 30m upto 40 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
31st m 94,119.19
32nd m 1,03,531.11
33rd m 1,13,884.22
34th m 1,25,272.65
35th m 1,37,799.91
36th m 1,51,579.90
37th m 1,66,737.89
38th m 1,83,411.68
39th m 2,01,752.85
40th m 2,21,928.13
Total Cost for 30 to 40 m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 306 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-14-B-5-B
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-14-B-5-A 1,65,001.90
165001.90 x 20% 33,000.38
1,98,002.28
1,98,002.28
1,98,002.30
12-14-B-5-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-14-B-5-A 1,65,001.90
165001.90 x 5% 8,250.10
1,73,252.00
1,73,252.00
1,73,252.00
12-14-B-5-D
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-14-B-5-A 1,65,001.90
165001.90 x 5% 8,250.10
173252.00 x 20% 34,650.40
2,07,902.39
2,07,902.39
2,07,902.40
12-14-C
12-14-C-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.20 m per hour.
Code Unit Qty. Amount
PL14 day 0.680 444.00 / Day 301.92
PL24 day 1.000 528.00 / Day 528.00
Beyond 30m upto 40 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Add 5%
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Soft rock (8m dia well )
Depth of soft rock strata upto 3m (For Dewatering not Required)
Resource Rate
Labour
Mate
Diver
___________________________________________________________________________________________________Page no. 307 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL16 day 12.000 444.00 / Day 5,328.00
PL17 day 4.000 510.00 / Day 2,040.00
PMC079 hours 3.75 405.65 / hours 1,521.19
PMC091 hours 5.00 2852.85 / hours 14,264.25
15785.44 x 10% 1,578.54
25,561.90
Over Head excluding Tax (10%-4%) @6% 25,561.90 x 6 % 1,533.71
Contractor's Profit @10% 27,095.62 x 10 % 2,709.56
Labour Cess @1% 29,805.18 x 1 % 298.05
30,103.23
30,103.23
30,103.20
12-14-C-2
Unit = Rmt
Code Unit Qty. Amount
12-14-C-1 30,103.20
30103.20 x 5% 1,505.16
31,608.36
31,608.36
31,608.40
12-14-D
12-14-D-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.17 m per hour.
Code Unit Qty. Amount
PL04 day 0.250 528.00 / Day 132.00
PL09 day 2.000 444.00 / Day 888.00
PL14 day 1.090 444.00 / Day 483.96
PL15 day 20.000 420.00 / Day 8,400.00
PL17 day 4.000 510.00 / Day 2,040.00
PMC079 hours 2.00 405.65 / hours 811.30
PMC091 hours 6.00 2852.85 / hours 17,117.10
Add 5% for Dewatering
Mazdoor (Semi skilled)
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Hard rock (8m dia well )
Depth in hard rock strata upto 3 m (For Dewatering not Required)
Resource Rate
Labour
Blaster
Rock Hole Driller
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Depth of soft rock strata upto 3m (including Dewatering )
Resource Rate
Rate as Above
___________________________________________________________________________________________________Page no. 308 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
17928.40 x 10% 1,792.84
PM0081 Kg 8.00 93.00 / Kg. 744.00
PM0223 No. 32.00 851.00 / 100 Nos 272.32
32,681.52
Over Head excluding Tax (10%-4%) @6% 32,681.52 x 6 % 1,960.89
Contractor's Profit @10% 34,642.41 x 10 % 3,464.24
Labour Cess @1% 38,106.65 x 1 % 381.07
38,487.72
38,487.72
38,487.70
12-14-D-2
Unit = Rmt
Code Unit Qty. Amount
12-14-D-1 38,487.70
38487.70 x 5% 1,924.39
40,412.09
40,412.09
40,412.10
12-15
12-15-A
12-15-A-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.25 m per hour.
Code Unit Qty. Amount
PL14 day 0.190 444.00 / Day 84.36
PL16 day 3.250 444.00 / Day 1,443.00
PL17 day 1.500 510.00 / Day 765.00
PMC091 hours 4.00 2852.85 / hours 11,411.40
11411.40 x 10% 1,141.14
Sinking of 9 m external diameter well ( other than pneumatic method of sinking )
through all types of strata namely sandy soil, clayey soil and rock as shown against
each case, complete as per drawing and technical specifications. Depth of sinking is
reckoned from bed level.
Sandy soil
Consumables in sinking @10 per cent
of Machine
Material
Gelatine 80 per cent
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Depth in hard rock strata upto 3 m (including Dewatering )
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Depth below bed level upto 3.0 M
___________________________________________________________________________________________________Page no. 309 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
14,844.90
Over Head excluding Tax (10%-4%) @6% 14,844.90 x 6 % 890.69
Contractor's Profit @10% 15,735.59 x 10 % 1,573.56
Labour Cess @1% 17,309.15 x 1 % 173.09
17,482.24
17,482.24
17,482.20
12-15-A-2
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.18 m per hour.
Code Unit Qty. Amount
PL14 day 0.270 444.00 / Day 119.88
PL16 day 4.000 444.00 / Day 1,776.00
PL17 day 1.750 510.00 / Day 892.50
PMC091 hours 5.50 2852.85 / hours 15,690.68
15690.68 x 10% 1,569.07
20,048.12
Over Head excluding Tax (10%-4%) @6% 20,048.12 x 6 % 1,202.89
Contractor's Profit @10% 21,251.01 x 10 % 2,125.10
Labour Cess @1% 23,376.11 x 1 % 233.76
23,609.87
23,609.87
23,609.90
12-15-A-3
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 24,790.40
x 1.05 26,029.91
x 1.05 27,331.41
x 1.05 28,697.98
x 1.05 30,132.88
x 1.05 31,639.52
x 1.05 33,221.50
x 1.05 34,882.58
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 3m upto 10m depth
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10m upto 20m
Resource Rate
11th m 23,609.90
12th m 24,790.40
13th m 26,029.91
14th m 27,331.41
15th m 28,697.98
16th m 30,132.88
17th m 31,639.52
18th m 33,221.50
___________________________________________________________________________________________________Page no. 310 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
x 1.05 36,626.70
x 1.05 38,458.04
3,11,810.92
31,181.09
31,181.09
31,181.10
12-15-A-4
12-15-A-4-A
Unit = Rmt
Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 41,342.39
x 1.075 44,443.07
x 1.075 47,776.30
x 1.075 51,359.52
x 1.075 55,211.49
x 1.075 59,352.35
x 1.075 63,803.78
x 1.075 68,589.06
x 1.075 73,733.24
x 1.075 79,263.23
5,84,874.44
58,487.44
58,487.44
58,487.40
12-15-A-4-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-15-A-4-A 58,487.40
58487.40 x 20% 11,697.48
70,184.88
70,184.88
70,184.90
12-15-A-5
12-15-A-5-A
Unit = Rmt
Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
19th m 34,882.58
20th m 36,626.70
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Excluding cost for Kentledge
Resource Rate
21st m 38,458.04
22nd m 41,342.39
23rd m 44,443.07
24th m 47,776.30
25th m 51,359.52
26th m 55,211.49
27th m 59,352.35
28th m 63,803.78
29th m 68,589.06
30th m 73,733.24
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Excluding cost for Kentledge
Resource Rate
___________________________________________________________________________________________________Page no. 311 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
x 1.10 87,189.56
x 1.10 95,908.51
x 1.10 1,05,499.36
x 1.10 1,16,049.30
x 1.10 1,27,654.23
x 1.10 1,40,419.65
x 1.10 1,54,461.62
x 1.10 1,69,907.78
x 1.10 1,86,898.56
x 1.10 2,05,588.41
13,89,576.97
1,38,957.70
1,38,957.70
1,38,957.70
12-15-A-5-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-15-A-5-A 1,38,957.70
138957.70 x 20% 27,791.54
1,66,749.24
1,66,749.24
1,66,749.20
12-15-B
12-15-B-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.17 m per hour.
Code Unit Qty. Amount
PL14 day 0.240 444.00 / Day 106.56
PL16 day 3.750 444.00 / Day 1,665.00
PL17 day 2.250 510.00 / Day 1,147.50
PMC091 hours 5.75 2852.85 / hours 16,403.89
16403.89 x 10% 1,640.39
20,963.34
Over Head excluding Tax (10%-4%) @6% 20,963.34 x 6 % 1,257.80
31st m 79,263.23
32nd m 87,189.56
33rd m 95,908.51
34th m 1,05,499.36
35th m 1,16,049.30
36th m 1,27,654.23
37th m 1,40,419.65
38th m 1,54,461.62
39th m 1,69,907.78
40th m 1,86,898.56
Total Cost for 30th to 40th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Clayey soil ( 9m dia. Well )
Depth below bed level upto 3.0 M
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
___________________________________________________________________________________________________Page no. 312 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 22,221.14 x 10 % 2,222.11
Labour Cess @1% 24,443.25 x 1 % 244.43
24,687.68
24,687.68
24,687.70
12-15-B-2
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.15 m per hour.
Code Unit Qty. Amount
PL14 day 0.340 444.00 / Day 150.96
PL16 day 5.000 444.00 / Day 2,220.00
PL17 day 2.500 510.00 / Day 1,275.00
PMC079 hours 3.75 405.65 / hours 1,521.19
PMC091 hours 6.50 2852.85 / hours 18,543.53
20064.71 x 10% 2,006.47
25,717.14
Over Head excluding Tax (10%-4%) @6% 25,717.14 x 6 % 1,543.03
Contractor's Profit @10% 27,260.17 x 10 % 2,726.02
Labour Cess @1% 29,986.19 x 1 % 299.86
30,286.05
30,286.05
30,286.10
12-15-B-3
12-15-B-3-A
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 31,800.41
x 1.05 33,390.43
x 1.05 35,059.95
x 1.05 36,812.94
x 1.05 38,653.59
x 1.05 40,586.27
x 1.05 42,615.58
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 3m upto 10m depth
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m
Beyond 10 m upto 20 m (For Dewatering not Required)
Resource Rate
11th m 30,286.10
12th m 31,800.41
13th m 33,390.43
14th m 35,059.95
15th m 36,812.94
16th m 38,653.59
17th m 40,586.27
___________________________________________________________________________________________________Page no. 313 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
x 1.05 44,746.36
x 1.05 46,983.68
x 1.05 49,332.87
3,99,982.08
39,998.21
39,998.21
39,998.20
12-15-B-3-B
Unit = Rmt
Add for dewatering @ 5 per cent of cost, if required.
Code Unit Qty. Amount
12-15-B-3-A 39,998.20
39998.20 x 5% 1,999.91
41,998.11
41,998.11
41,998.10
12-13-B-4
12-13-B-4-A
Unit = Rmt
Add 7.5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 53,032.83
x 1.075 57,010.29
x 1.075 61,286.06
x 1.075 65,882.52
x 1.075 70,823.71
x 1.075 76,135.49
x 1.075 81,845.65
x 1.075 87,984.07
x 1.075 94,582.88
x 1.075 1,01,676.59
7,50,260.09
75,026.01
75,026.01
75,026.00
12-15-B-4-B
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
18th m 42,615.58
19th m 44,746.36
20th m 46,983.68
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m (including Dewatering)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Beyond 20m upto 30 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
21st m 49,332.87
22nd m 53,032.83
23rd m 57,010.29
24th m 61,286.06
25th m 65,882.52
26th m 70,823.71
27th m 76,135.49
28th m 81,845.65
29th m 87,984.07
30th m 94,582.88
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Kentledge but Excluding cost for Dewatering)
___________________________________________________________________________________________________Page no. 314 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
12-15-B-4-A 75,026.00
75026.00 x 25% 18,756.50
93,782.50
93,782.50
93,782.50
12-15-B-4-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-15-B-4-A 75,026.00
75026.00 x 5% 3,751.30
78,777.30
78,777.30
78,777.30
12-15-B-4-D
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-15-B-4-A 75,026.00
75026.00 x 5% 3,751.30
78777.30 x 25% 19,694.33
98,471.63
98,471.63
98,471.60
12-13-B-5
12-13-B-5-A
Unit = Rmt
Add 10 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 1,11,844.25
x 1.10 1,23,028.68
x 1.10 1,35,331.55
x 1.10 1,48,864.70
x 1.10 1,63,751.17
x 1.10 1,80,126.29
x 1.10 1,98,138.92
Resource Rate
Average Rate
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Add 5%
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Beyond 30m upto 40 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
31st m 1,01,676.59
32nd m 1,11,844.25
33rd m 1,23,028.68
34th m 1,35,331.55
35th m 1,48,864.70
36th m 1,63,751.17
37th m 1,80,126.29
___________________________________________________________________________________________________Page no. 315 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
x 1.10 2,17,952.81
x 1.10 2,39,748.09
x 1.10 2,63,722.90
17,82,509.34
1,78,250.93
1,78,250.93
1,78,250.90
12-15-B-5-B
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-15-B-5-A 1,78,250.90
178250.90 x 20% 35,650.18
2,13,901.08
2,13,901.08
2,13,901.10
12-15-B-5-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-15-B-5-A 1,78,250.90
178250.90 x 5% 8,912.55
1,87,163.45
1,87,163.45
1,87,163.40
12-15-B-5-D
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-15-B-5-A 1,78,250.90
178250.90 x 5% 8,912.55
187163.45 x 20% 37,432.69
2,24,596.13
2,24,596.13
2,24,596.10
38th m 1,98,138.92
39th m 2,17,952.81
40th m 2,39,748.09
Total Cost for 30 to 40 m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Add 5%
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 316 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-15-C
12-15-C-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.15 m per hour.
Code Unit Qty. Amount
PL14 day 0.760 444.00 / Day 337.44
PL24 day 1.200 528.00 / Day 633.60
PL16 day 14.000 444.00 / Day 6,216.00
PL17 day 4.000 510.00 / Day 2,040.00
PMC079 hours 4.00 405.65 / hours 1,622.60
PMC091 hours 6.50 2852.85 / hours 18,543.53
20166.13 x 10% 2,016.61
31,409.78
Over Head excluding Tax (10%-4%) @6% 31,409.78 x 6 % 1,884.59
Contractor's Profit @10% 33,294.36 x 10 % 3,329.44
Labour Cess @1% 36,623.80 x 1 % 366.24
36,990.04
36,990.04
36,990.00
12-15-C-2
Unit = Rmt
Code Unit Qty. Amount
12-15-C-1 36,990.00
36990.00 x 5% 1,849.50
38,839.50
38,839.50
38,839.50
12-15-D
12-15-D-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.15 m per hour.
Code Unit Qty. Amount
PL04 day 0.250 528.00 / Day 132.00
Soft rock (9m dia well )
Depth of soft rock strata upto 3m (For Dewatering not Required)
Resource Rate
Labour
Mate
Diver
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Depth of soft rock strata upto 3m (including Dewatering )
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Hard rock (9m dia well )
Depth in hard rock strata upto 3 m (For Dewatering not Required)
Resource Rate
Labour
Blaster
___________________________________________________________________________________________________Page no. 317 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL09 day 2.000 444.00 / Day 888.00
PL24 day 1.000 528.00 / Day 528.00
PL14 day 1.170 444.00 / Day 519.48
PL15 day 22.000 420.00 / Day 9,240.00
PL17 day 4.000 510.00 / Day 2,040.00
PMC079 hours 2.50 405.65 / hours 1,014.13
PMC091 hours 7.00 2852.85 / hours 19,969.95
20984.08 x 10% 2,098.41
PM0081 Kg 10.00 93.00 / Kg. 930.00
PM0223 No. 40.00 851.00 / 100 Nos 340.40
37,700.36
Over Head excluding Tax (10%-4%) @6% 37,700.36 x 6 % 2,262.02
Contractor's Profit @10% 39,962.38 x 10 % 3,996.24
Labour Cess @1% 43,958.62 x 1 % 439.59
44,398.21
44,398.21
44,398.20
12-15-D-2
Unit = Rmt
Code Unit Qty. Amount
12-15-D-1 44,398.20
44398.20 x 5% 2,219.91
46,618.11
46,618.11
46,618.10
12-16
12-16-A
12-16-A-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.20 m per hour.
Code Unit Qty. Amount
Sandy soil
Depth below bed level upto 3.0 M
Resource Rate
Labour
Sinking of 10 m external diameter well ( other than pneumatic method of sinking )
through all types of strata namely sandy soil, clayey soil and rock as shown against
each case, complete as per drawing and technical specifications. Depth of sinking is
reckoned from bed level.
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Diver
Rock Hole Driller
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Material
Gelatine 80 per cent
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Depth in hard rock strata upto 3 m (including Dewatering )
___________________________________________________________________________________________________Page no. 318 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.200 444.00 / Day 88.80
PL16 day 3.500 444.00 / Day 1,554.00
PL17 day 1.500 510.00 / Day 765.00
PMC091 hours 5.00 2852.85 / hours 14,264.25
14264.25 x 10% 1,426.43
18,098.48
Over Head excluding Tax (10%-4%) @6% 18,098.48 x 6 % 1,085.91
Contractor's Profit @10% 19,184.38 x 10 % 1,918.44
Labour Cess @1% 21,102.82 x 1 % 211.03
21,313.85
21,313.85
21,313.90
12-16-A-2
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.17 m per hour.
Code Unit Qty. Amount
PL14 day 0.310 444.00 / Day 137.64
PL16 day 4.250 444.00 / Day 1,887.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC091 hours 5.75 2852.85 / hours 16,403.89
16403.89 x 10% 1,640.39
21,088.92
Over Head excluding Tax (10%-4%) @6% 21,088.92 x 6 % 1,265.33
Contractor's Profit @10% 22,354.25 x 10 % 2,235.43
Labour Cess @1% 24,589.68 x 1 % 245.90
24,835.57
24,835.57
24,835.60
12-16-A-3
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10m upto 20m
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 3m upto 10m depth
___________________________________________________________________________________________________Page no. 319 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
x 1.05 26,077.38
x 1.05 27,381.25
x 1.05 28,750.31
x 1.05 30,187.83
x 1.05 31,697.22
x 1.05 33,282.08
x 1.05 34,946.18
x 1.05 36,693.49
x 1.05 38,528.17
x 1.05 40,454.58
3,27,998.48
32,799.85
32,799.85
32,799.80
12-16-A-4
12-16-A-4-A
Unit = Rmt
Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 43,488.67
x 1.075 46,750.32
x 1.075 50,256.59
x 1.075 54,025.84
x 1.075 58,077.77
x 1.075 62,433.61
x 1.075 67,116.13
x 1.075 72,149.84
x 1.075 77,561.08
x 1.075 83,378.16
6,15,238.00
61,523.80
61,523.80
61,523.80
12-16-A-4-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-16-A-4-A 61,523.80
61523.80 x 20% 12,304.76
24th m 50,256.59
25th m 54,025.84
26th m 58,077.77
27th m 62,433.61
28th m 67,116.13
29th m 72,149.84
30th m 77,561.08
Total Cost for 20th to 30th m
Average Rate Per Rmt
43,488.67
23rd m 46,750.32
11th m 24,835.60
12th m 26,077.38
13th m 27,381.25
14th m 28,750.31
15th m 30,187.83
16th m 31,697.22
17th m 33,282.08
18th m 34,946.18
19th m 36,693.49
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Resource Rate
20th m 38,528.17
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Excluding cost for Kentledge
Resource Rate
21st m 40,454.58
22nd m
___________________________________________________________________________________________________Page no. 320 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
73,828.56
73,828.56
73,828.60
12-16-A-5
12-16-A-5-A
Unit = Rmt
Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 91,715.97
x 1.10 1,00,887.57
x 1.10 1,10,976.33
x 1.10 1,22,073.96
x 1.10 1,34,281.36
x 1.10 1,47,709.49
x 1.10 1,62,480.44
x 1.10 1,78,728.48
x 1.10 1,96,601.33
x 1.10 2,16,261.47
14,61,716.39
1,46,171.64
1,46,171.64
1,46,171.60
12-16-A-5-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-16-A-5-A 1,46,171.60
146171.60 x 20% 29,234.32
1,75,405.92
1,75,405.92
1,75,405.90
12-16-B
12-16-B-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.18 m per hour.
Code Unit Qty. Amount
PL14 day 0.250 444.00 / Day 111.00
PL16 day 5.500 444.00 / Day 2,442.00
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Clayey soil ( 10m dia. Well )
Depth below bed level upto 3.0 M
32nd m 91,715.97
33rd m 1,00,887.57
34th m 1,10,976.33
35th m 1,22,073.96
36th m 1,34,281.36
37th m 1,47,709.49
38th m 1,62,480.44
39th m 1,78,728.48
40th m 1,96,601.33
Beyond 30m upto 40 m
Excluding cost for Kentledge
Resource Rate
31st m 83,378.16
Total Cost for 30th to 40th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 321 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL17 day 2.500 510.00 / Day 1,275.00
PMC091 hours 6.00 2852.85 / hours 17,117.10
17117.10 x 10% 1,711.71
22,656.81
Over Head excluding Tax (10%-4%) @6% 22,656.81 x 6 % 1,359.41
Contractor's Profit @10% 24,016.22 x 10 % 2,401.62
Labour Cess @1% 26,417.84 x 1 % 264.18
26,682.02
26,682.02
26,682.00
12-16-B-2
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.15 m per hour.
Code Unit Qty. Amount
PL14 day 0.400 444.00 / Day 177.60
PL16 day 5.500 444.00 / Day 2,442.00
PL17 day 3.000 510.00 / Day 1,530.00
PMC079 hours 4.00 405.65 / hours 1,622.60
PMC091 hours 6.00 2852.85 / hours 17,117.10
18739.70 x 10% 1,873.97
24,763.27
Over Head excluding Tax (10%-4%) @6% 24,763.27 x 6 % 1,485.80
Contractor's Profit @10% 26,249.07 x 10 % 2,624.91
Labour Cess @1% 28,873.97 x 1 % 288.74
29,162.71
29,162.71
29,162.70
12-16-B-3
12-16-B-3-A
Unit = Rmt
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m
Beyond 10 m upto 20 m (For Dewatering not Required)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 3m upto 10m depth
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
___________________________________________________________________________________________________Page no. 322 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 30,620.84
x 1.05 32,151.88
x 1.05 33,759.47
x 1.05 35,447.44
x 1.05 37,219.82
x 1.05 39,080.81
x 1.05 41,034.85
x 1.05 43,086.59
x 1.05 45,240.92
x 1.05 47,502.97
3,85,145.57
38,514.56
38,514.56
38,514.60
12-16-B-3-B
Unit = Rmt
Add for dewatering @ 5 per cent of cost, if required.
Code Unit Qty. Amount
12-16-B-3-A 38,514.60
38514.60 x 5% 1,925.73
40,440.33
40,440.33
40,440.30
12-13-B-4
12-13-B-4-A
Unit = Rmt
Add 7.5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 51,065.69
x 1.075 54,895.61
x 1.075 59,012.79
x 1.075 63,438.74
x 1.075 68,196.65
x 1.075 73,311.40
x 1.075 78,809.75
x 1.075 84,720.49
x 1.075 91,074.52
x 1.075 97,905.11 30th m 91,074.52
Beyond 20m upto 30 m
Beyond 20m upto 30 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
21st m 47,502.97
22nd m 51,065.69
23rd m 54,895.61
24th m 59,012.79
25th m 63,438.74
26th m 68,196.65
27th m 73,311.40
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m (including Dewatering)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
11th m 29,162.70
12th m 30,620.84
13th m 32,151.88
14th m 33,759.47
15th m 35,447.44
16th m 37,219.82
17th m 39,080.81
18th m 41,034.85
19th m 43,086.59
28th m 78,809.75
29th m 84,720.49
Resource Rate
20th m 45,240.92
Total Cost for 10th to 20th m
Average Rate Per Rmt
___________________________________________________________________________________________________Page no. 323 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
7,22,430.75
72,243.08
72,243.08
72,243.10
12-16-B-4-B
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-16-B-4-A 72,243.10
72243.10 x 25% 18,060.78
90,303.88
90,303.88
90,303.90
12-16-B-4-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-16-B-4-A 72,243.10
72243.10 x 5% 3,612.16
75,855.26
75,855.26
75,855.30
12-16-B-4-D
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-16-B-4-A 72,243.10
72243.10 x 5% 3,612.16
75855.26 x 25% 18,963.81
94,819.07
94,819.07
94,819.10
12-13-B-5
12-13-B-5-A
Unit = Rmt
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Beyond 30m upto 40 m (Excluding cost for Kentledge & Dewatering)
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Add 25%
Add 5%
___________________________________________________________________________________________________Page no. 324 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Add 10 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 1,07,695.62
x 1.10 1,18,465.18
x 1.10 1,30,311.70
x 1.10 1,43,342.87
x 1.10 1,57,677.16
x 1.10 1,73,444.88
x 1.10 1,90,789.36
x 1.10 2,09,868.30
x 1.10 2,30,855.13
x 1.10 2,53,940.64
17,16,390.85
1,71,639.09
1,71,639.09
1,71,639.10
12-16-B-5-B
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-16-B-5-A 1,71,639.10
171639.10 x 20% 34,327.82
2,05,966.92
2,05,966.92
2,05,966.90
12-16-B-5-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-16-B-5-A 1,71,639.10
171639.10 x 5% 8,581.96
1,80,221.06
1,80,221.06
1,80,221.10
12-16-B-5-D
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering and Kentledge)
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
Average Rate
34th m 1,30,311.70
35th m 1,43,342.87
36th m 1,57,677.16
37th m 1,73,444.88
38th m 1,90,789.36
39th m 2,09,868.30
40th m 2,30,855.13
Total Cost for 30 to 40 m
Average Rate Per Rmt
Resource Rate
31st m 97,905.11
32nd m 1,07,695.62
33rd m 1,18,465.18
___________________________________________________________________________________________________Page no. 325 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-16-B-5-A 1,71,639.10
171639.10 x 5% 8,581.96
180221.06 x 20% 36,044.21
2,16,265.27
2,16,265.27
2,16,265.30
12-16-C
12-16-C-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.14 m per hour.
Code Unit Qty. Amount
PL14 day 0.860 444.00 / Day 381.84
PL24 day 1.400 528.00 / Day 739.20
PL16 day 16.000 444.00 / Day 7,104.00
PL17 day 4.000 510.00 / Day 2,040.00
PMC079 hours 4.25 405.65 / hours 1,724.01
PMC091 hours 7.00 2852.85 / hours 19,969.95
21693.96 x 10% 2,169.40
34,128.40
Over Head excluding Tax (10%-4%) @6% 34,128.40 x 6 % 2,047.70
Contractor's Profit @10% 36,176.10 x 10 % 3,617.61
Labour Cess @1% 39,793.71 x 1 % 397.94
40,191.65
40,191.65
40,191.70
12-16-C-2
Unit = Rmt
Code Unit Qty. Amount
12-16-C-1 40,191.70
40191.70 x 5% 2,009.59
42,201.29
42,201.29
Rate per Rmt
Say Rs. Per Rmt
Depth of soft rock strata upto 3m (including Dewatering )
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Soft rock (10m dia well )
Depth of soft rock strata upto 3m (For Dewatering not Required)
Resource Rate
Labour
Mate
Diver
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Resource Rate
Average Rate
Add 5%
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 326 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
42,201.30
12-16-D
12-16-D-1
Unit = Rmt
Taking output = 1 Rmt Rate of sinking = 0.12 m per hour.
Code Unit Qty. Amount
PL04 day 0.250 528.00 / Day 132.00
PL09 day 2.000 444.00 / Day 888.00
PL14 day 1.270 444.00 / Day 563.88
PL15 day 24.000 420.00 / Day 10,080.00
PL17 day 4.000 510.00 / Day 2,040.00
PMC079 hours 3.00 405.65 / hours 1,216.95
PMC091 hours 8.50 2852.85 / hours 24,249.23
39170.06 x 10% 3,917.01
PM0081 Kg 11.00 93.00 / Kg. 1,023.00
PM0223 No. 44.00 851.00 / 100 Nos 374.44
44,484.50
Over Head excluding Tax (10%-4%) @6% 44,484.50 x 6 % 2,669.07
Contractor's Profit @10% 47,153.57 x 10 % 4,715.36
Labour Cess @1% 51,868.93 x 1 % 518.69
52,387.62
52,387.62
52,387.60
12-16-D-2
Unit = Rmt
Code Unit Qty. Amount
12-16-D-1 52,387.60
52387.60 x 5% 2,619.38
55,006.98
55,006.98
55,007.00
12-17
12-17-A
Depth in hard rock strata upto 3 m (including Dewatering )
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Sandy soil
Blaster
Rock Hole Driller
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine & Labour
Material
Gelatine 80 per cent
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Say Rs. Per Rmt
Hard rock (10m dia well )
Depth in hard rock strata upto 3 m (For Dewatering not Required)
Resource Rate
Labour
Sinking of 11 m external diameter well ( other than pneumatic method of sinking )
through all types of strata namely sandy soil, clayey soil and rock as shown against
___________________________________________________________________________________________________Page no. 327 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-17-A-1
Unit = Rmt
Taking output = 0.50 Rmt Rate of sinking = 0.15 m per hour.
Code Unit Qty. Amount
PL14 day 0.210 444.00 / Day 93.24
PL16 day 3.300 444.00 / Day 1,465.20
PL17 day 1.500 510.00 / Day 765.00
PMC091 hours 6.00 2852.85 / hours 17,117.10
17117.10 x 10% 1,711.71
21,152.25
Over Head excluding Tax (10%-4%) @6% 21,152.25 x 6 % 1,269.14
Contractor's Profit @10% 22,421.39 x 10 % 2,242.14
Labour Cess @1% 24,663.52 x 1 % 246.64
24,910.16
49,820.32
49,820.30
12-17-A-2
Unit = Rmt
Taking output = 0.50 Rmt Rate of sinking = 0.13 m per hour.
Code Unit Qty. Amount
PL14 day 0.320 444.00 / Day 142.08
PL16 day 4.500 444.00 / Day 1,998.00
PL17 day 2.000 510.00 / Day 1,020.00
PMC091 hours 4.00 2852.85 / hours 11,411.40
11411.40 x 10% 1,141.14
15,712.62
Over Head excluding Tax (10%-4%) @6% 15,712.62 x 6 % 942.76
Contractor's Profit @10% 16,655.38 x 10 % 1,665.54
Labour Cess @1% 18,320.91 x 1 % 183.21
18,504.12
37,008.25
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 0.5 Rmt
Rate per Rmt
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 0.5 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 3m upto 10m depth
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Depth below bed level upto 3.0 M
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
___________________________________________________________________________________________________Page no. 328 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
37,008.20
12-17-A-3
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 38,858.61
x 1.05 40,801.54
x 1.05 42,841.62
x 1.05 44,983.70
x 1.05 47,232.88
x 1.05 49,594.53
x 1.05 52,074.25
x 1.05 54,677.97
x 1.05 57,411.86
x 1.05 60,282.46
4,88,759.42
48,875.94
48,875.94
48,875.90
12-17-A-4
12-17-A-4-A
Unit = Rmt
Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 64,803.64
x 1.075 69,663.92
x 1.075 74,888.71
x 1.075 80,505.36
x 1.075 86,543.26
x 1.075 93,034.01
x 1.075 1,00,011.56
x 1.075 1,07,512.43
x 1.075 1,15,575.86
x 1.075 1,24,244.05
9,16,782.80
91,678.28
91,678.28
91,678.30
12-17-A-4-B
27th m 93,034.01
28th m 1,00,011.56
29th m 1,07,512.43
30th m 1,15,575.86
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Excluding cost for Kentledge
Resource Rate
21st m 60,282.46
22nd m 64,803.64
23rd m 69,663.92
24th m 74,888.71
25th m 80,505.36
26th m 86,543.26
14th m 42,841.62
15th m 44,983.70
16th m 47,232.88
17th m 49,594.53
18th m 52,074.25
19th m 54,677.97
20th m 57,411.86
Total Cost for 10th to 20th m
Average Rate Per Rmt
Say Rs. Per Rmt
Beyond 10m upto 20m
Resource Rate
11th m 37,008.20
12th m 38,858.61
13th m 40,801.54
___________________________________________________________________________________________________Page no. 329 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-17-A-4-A 91,678.30
91678.30 x 20% 18,335.66
1,10,013.96
1,10,013.96
1,10,014.00
12-17-A-5
12-17-A-5-A
Unit = Rmt
Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 1,36,668.45
x 1.10 1,50,335.30
x 1.10 1,65,368.83
x 1.10 1,81,905.71
x 1.10 2,00,096.28
x 1.10 2,20,105.91
x 1.10 2,42,116.50
x 1.10 2,66,328.15
x 1.10 2,92,960.97
x 1.10 3,22,257.06
21,78,143.18
2,17,814.32
2,17,814.32
2,17,814.30
12-17-A-5-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-17-A-5-A 2,17,814.30
217814.30 x 20% 43,562.86
2,61,377.16
2,61,377.16
2,61,377.20
12-17-B
12-17-B-1
Unit = Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Clayey soil ( 11m dia. Well )
Depth below bed level upto 3.0 M
35th m 1,81,905.71
36th m 2,00,096.28
37th m 2,20,105.91
38th m 2,42,116.50
39th m 2,66,328.15
40th m 2,92,960.97
Total Cost for 30th to 40th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Excluding cost for Kentledge
Resource Rate
31st m 1,24,244.05
32nd m 1,36,668.45
33rd m 1,50,335.30
34th m 1,65,368.83
Resource Rate
Average Rate
___________________________________________________________________________________________________Page no. 330 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 0.50 Rmt Rate of sinking = 0.10 m per hour.
Code Unit Qty. Amount
PL14 day 0.260 444.00 / Day 115.44
PL16 day 4.000 444.00 / Day 1,776.00
PL17 day 2.500 510.00 / Day 1,275.00
PMC091 hours 5.00 2852.85 / hours 14,264.25
14264.25 x 10% 1,426.43
18,857.12
Over Head excluding Tax (10%-4%) @6% 18,857.12 x 6 % 1,131.43
Contractor's Profit @10% 19,988.54 x 10 % 1,998.85
Labour Cess @1% 21,987.40 x 1 % 219.87
22,207.27
44,414.54
44,414.50
12-17-B-2
Unit = Rmt
Taking output = 0.50 Rmt Rate of sinking = 0.08 m per hour.
Code Unit Qty. Amount
PL14 day 0.430 444.00 / Day 190.92
PL16 day 5.750 444.00 / Day 2,553.00
PL17 day 3.500 510.00 / Day 1,785.00
PMC079 hours 4.25 405.65 / hours 1,724.01
PMC091 hours 6.00 2852.85 / hours 17,117.10
18841.11 x 10% 1,884.11
25,254.14
Over Head excluding Tax (10%-4%) @6% 25,254.14 x 6 % 1,515.25
Contractor's Profit @10% 26,769.39 x 10 % 2,676.94
Labour Cess @1% 29,446.33 x 1 % 294.46
29,740.79
59,481.59
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 0.5 Rmt
Rate per Rmt
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 0.5 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 3m upto 10m depth
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
___________________________________________________________________________________________________Page no. 331 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
59,481.60
12-17-B-3
12-17-B-3-A
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 62,455.68
x 1.05 65,578.46
x 1.05 68,857.39
x 1.05 72,300.26
x 1.05 75,915.27
x 1.05 79,711.03
x 1.05 83,696.58
x 1.05 87,881.41
x 1.05 92,275.48
x 1.05 96,889.26
7,85,560.83
78,556.08
78,556.08
78,556.10
12-17-B-3-B
Unit = Rmt
Add for dewatering @ 5 per cent of cost, if required.
Code Unit Qty. Amount
12-17-B-3-A 78,556.10
78556.10 x 5% 3,927.81
82,483.91
82,483.91
82,483.90
12-17-B-4
12-17-B-4-A
Unit = Rmt
Add 7.5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 1,04,155.95
x 1.075 1,11,967.65
x 1.075 1,20,365.22
x 1.075 1,29,392.61
x 1.075 1,39,097.06
21st m 96,889.26
22nd m 1,04,155.95
23rd m 1,11,967.65
24th m 1,20,365.22
25th m 1,29,392.61
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m (including Dewatering)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Beyond 20m upto 30 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
13th m 65,578.46
14th m 68,857.39
15th m 72,300.26
16th m 75,915.27
17th m 79,711.03
18th m 83,696.58
19th m 87,881.41
20th m 92,275.48
Total Cost for 10th to 20th m
Say Rs. Per Rmt
Beyond 10 m upto 20 m
Beyond 10 m upto 20 m (For Dewatering not Required)
Resource Rate
11th m 59,481.60
12th m 62,455.68
___________________________________________________________________________________________________Page no. 332 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
x 1.075 1,49,529.34
x 1.075 1,60,744.04
x 1.075 1,72,799.84
x 1.075 1,85,759.83
x 1.075 1,99,691.82
14,73,503.38
1,47,350.34
1,47,350.34
1,47,350.30
12-17-B-4-B
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-17-B-4-A 1,47,350.30
147350.30 x 25% 36,837.58
1,84,187.88
1,84,187.88
1,84,187.90
12-17-B-4-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-17-B-4-A 1,47,350.30
147350.30 x 5% 7,367.52
1,54,717.82
1,54,717.82
1,54,717.80
12-17-B-4-D
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-17-B-4-A 1,47,350.30
147350.30 x 5% 7,367.52
154717.82 x 25% 38,679.45
1,93,397.27
1,93,397.27
Add 25%
Average Rate Per Rmt
Rate per Rmt
Beyond 20m upto 30 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Add 5%
30th m 1,85,759.83
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
26th m 1,39,097.06
27th m 1,49,529.34
28th m 1,60,744.04
29th m 1,72,799.84
___________________________________________________________________________________________________Page no. 333 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,93,397.30
12-17-B-5
12-17-B-5-A
Unit = Rmt
Add 10 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 2,19,661.00
x 1.10 2,41,627.10
x 1.10 2,65,789.81
x 1.10 2,92,368.79
x 1.10 3,21,605.67
x 1.10 3,53,766.24
x 1.10 3,89,142.86
x 1.10 4,28,057.15
x 1.10 4,70,862.87
x 1.10 5,17,949.15
35,00,830.66
3,50,083.07
3,50,083.07
3,50,083.10
12-17-B-5-B
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-17-B-5-A 3,50,083.10
350083.10 x 20% 70,016.62
4,20,099.72
4,20,099.72
4,20,099.70
12-17-B-5-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-17-B-5-A 3,50,083.10
350083.10 x 5% 17,504.16
3,67,587.26
3,67,587.26
Average Rate Per Rmt
Rate per Rmt
Beyond 30m upto 40 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
Average Rate
Add 5%
35th m 2,92,368.79
36th m 3,21,605.67
37th m 3,53,766.24
38th m 3,89,142.86
39th m 4,28,057.15
40th m 4,70,862.87
Total Cost for 30 to 40 m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Beyond 30m upto 40 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
31st m 1,99,691.82
32nd m 2,19,661.00
33rd m 2,41,627.10
34th m 2,65,789.81
___________________________________________________________________________________________________Page no. 334 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
3,67,587.30
12-17-B-5-D
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-17-B-5-A 3,50,083.10
350083.10 x 5% 17,504.16
367587.26 x 20% 73,517.45
4,41,104.71
4,41,104.71
4,41,104.70
12-17-C
12-17-C-1
Unit = Rmt
Taking output = 0.50 Rmt Rate of sinking = 0.06 m per hour.
Code Unit Qty. Amount
PL14 day 0.950 444.00 / Day 421.80
PL24 day 1.500 528.00 / Day 792.00
PL16 day 18.000 444.00 / Day 7,992.00
PL17 day 4.250 510.00 / Day 2,167.50
PMC079 hours 4.50 405.65 / hours 1,825.43
PMC091 hours 8.00 2852.85 / hours 22,822.80
24648.23 x 10% 2,464.82
38,486.35
Over Head excluding Tax (10%-4%) @6% 38,486.35 x 6 % 2,309.18
Contractor's Profit @10% 40,795.53 x 10 % 4,079.55
Labour Cess @1% 44,875.08 x 1 % 448.75
45,323.83
90,647.66
90,647.70
12-17-C-2
Unit = Rmt
Depth of soft rock strata upto 3m (including Dewatering )
Resource Rate
Labour
Mate
Diver
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 0.5 Rmt
Rate per Rmt
Say Rs. Per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Add 5%
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Soft rock (11m dia well )
Depth of soft rock strata upto 3m (For Dewatering not Required)
___________________________________________________________________________________________________Page no. 335 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
12-17-C-1 90,647.70
90647.70 x 5% 4,532.39
95,180.09
95,180.09
95,180.10
12-17-D
12-17-D-1
Unit = Rmt
Taking output = 0.50 Rmt Rate of sinking = 0.05 m per hour.
Code Unit Qty. Amount
PL04 day 0.250 528.00 / Day 132.00
PL09 day 2.000 444.00 / Day 888.00
PL14 day 1.350 444.00 / Day 599.40
PL15 day 26.000 420.00 / Day 10,920.00
PL17 day 4.000 510.00 / Day 2,040.00
PMC079 hours 3.50 405.65 / hours 1,419.78
PMC091 hours 10.00 2852.85 / hours 28,528.50
44527.68 x 10% 4,452.77
PM0081 Kg 12.00 93.00 / Kg. 1,116.00
PM0223 No. 48.00 851.00 / 100 Nos 408.48
50,504.92
Over Head excluding Tax (10%-4%) @6% 50,504.92 x 6 % 3,030.30
Contractor's Profit @10% 53,535.22 x 10 % 5,353.52
Labour Cess @1% 58,888.74 x 1 % 588.89
59,477.63
1,18,955.25
1,18,955.30
12-17-D-2
Unit = Rmt
Code Unit Qty. Amount
12-17-D-1 1,18,955.30
118955.30 x 5% 5,947.77
1,24,903.07
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine & Labour
Material
Gelatine 80 per cent
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Total Resource Cost
Cost For 0.5 Rmt
Rate per Rmt
Say Rs. Per Rmt
Depth in hard rock strata upto 3 m (including Dewatering )
Resource Rate
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Hard rock (11m dia well )
Depth in hard rock strata upto 3 m (For Dewatering not Required)
Resource Rate
Labour
Blaster
Rock Hole Driller
___________________________________________________________________________________________________Page no. 336 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,24,903.07
1,24,903.10
12-18
12-18-A
12-18-A-1
Unit = Rmt
Taking output = 0.25 Rmt Rate of sinking = 0.05 m per hour.
Code Unit Qty. Amount
PL14 day 0.220 444.00 / Day 97.68
PL16 day 4.000 444.00 / Day 1,776.00
PL17 day 1.750 510.00 / Day 892.50
PMC091 hours 6.00 2852.85 / hours 17,117.10
17117.10 x 10% 1,711.71
21,594.99
Over Head excluding Tax (10%-4%) @6% 21,594.99 x 6 % 1,295.70
Contractor's Profit @10% 22,890.69 x 10 % 2,289.07
Labour Cess @1% 25,179.76 x 1 % 251.80
25,431.56
1,01,726.22
1,01,726.20
12-18-A-2
Unit = Rmt
Taking output = 0.25 Rmt Rate of sinking = 0.038 m per hour.
Code Unit Qty. Amount
PL14 day 0.370 444.00 / Day 164.28
PL16 day 4.750 444.00 / Day 2,109.00
PL17 day 2.500 510.00 / Day 1,275.00
PMC091 hours 6.50 2852.85 / hours 18,543.53Crane with grab 0.75 cum capacity
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 0.25 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 3m upto 10m depth
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Rate per Rmt
Say Rs. Per Rmt
Sandy soil
Depth below bed level upto 3.0 M
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Sinking of 12 m external diameter well ( other than pneumatic method of sinking )
through all types of strata namely sandy soil, clayey soil and rock as shown against
each case, complete as per drawing and technical specifications. Depth of sinking is
reckoned from bed level.
___________________________________________________________________________________________________Page no. 337 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
18543.53 x 10% 1,854.35
23,946.16
Over Head excluding Tax (10%-4%) @6% 23,946.16 x 6 % 1,436.77
Contractor's Profit @10% 25,382.93 x 10 % 2,538.29
Labour Cess @1% 27,921.22 x 1 % 279.21
28,200.43
1,12,801.73
1,12,801.70
12-18-A-3
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 1,18,441.79
x 1.05 1,24,363.87
x 1.05 1,30,582.07
x 1.05 1,37,111.17
x 1.05 1,43,966.73
x 1.05 1,51,165.07
x 1.05 1,58,723.32
x 1.05 1,66,659.49
x 1.05 1,74,992.46
x 1.05 1,83,742.08
14,89,748.04
1,48,974.80
1,48,974.80
1,48,974.80
12-18-A-4
12-18-A-4-A
Unit = Rmt
Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 1,97,522.74
x 1.075 2,12,336.94
x 1.075 2,28,262.22
x 1.075 2,45,381.88
x 1.075 2,63,785.52
x 1.075 2,83,569.44
x 1.075 3,04,837.14
x 1.075 3,27,699.93 28th m 3,04,837.14
Beyond 20m upto 30 m
Excluding cost for Kentledge
Resource Rate
21st m 1,83,742.08
22nd m 1,97,522.74
23rd m 2,12,336.94
24th m 2,28,262.22
25th m 2,45,381.88
26th m 2,63,785.52
27th m 2,83,569.44
15th m 1,37,111.17
16th m 1,43,966.73
17th m 1,51,165.07
18th m 1,58,723.32
19th m 1,66,659.49
20th m 1,74,992.46
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 0.25 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10m upto 20m
Resource Rate
11th m 1,12,801.70
12th m 1,18,441.79
13th m 1,24,363.87
14th m 1,30,582.07
___________________________________________________________________________________________________Page no. 338 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
x 1.075 3,52,277.43
x 1.075 3,78,698.23
27,94,371.47
2,79,437.15
2,79,437.15
2,79,437.10
12-18-A-4-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-18-A-4-A 2,79,437.10
279437.10 x 20% 55,887.42
3,35,324.52
3,35,324.52
3,35,324.50
12-18-A-5
12-18-A-5-A
Unit = Rmt
Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 4,16,568.06
x 1.10 4,58,224.86
x 1.10 5,04,047.35
x 1.10 5,54,452.08
x 1.10 6,09,897.29
x 1.10 6,70,887.02
x 1.10 7,37,975.72
x 1.10 8,11,773.29
x 1.10 8,92,950.62
x 1.10 9,82,245.68
66,39,021.98
6,63,902.20
6,63,902.20
6,63,902.20
12-18-A-5-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-18-A-5-A 6,63,902.20Average Rate
36th m 6,09,897.29
37th m 6,70,887.02
38th m 7,37,975.72
39th m 8,11,773.29
40th m 8,92,950.62
Total Cost for 30th to 40th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Excluding cost for Kentledge
Resource Rate
31st m 3,78,698.23
32nd m 4,16,568.06
33rd m 4,58,224.86
34th m 5,04,047.35
35th m 5,54,452.08
29th m 3,27,699.93
30th m 3,52,277.43
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
___________________________________________________________________________________________________Page no. 339 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
663902.20 x 20% 1,32,780.44
7,96,682.64
7,96,682.64
7,96,682.60
12-18-B
12-18-B-1
Unit = Rmt
Taking output = 0.25 Rmt Rate of sinking = 0.04 m per hour.
Code Unit Qty. Amount
PL14 day 0.300 444.00 / Day 133.20
PL16 day 4.500 444.00 / Day 1,998.00
PL17 day 3.000 510.00 / Day 1,530.00
PMC091 hours 6.25 2852.85 / hours 17,830.31
17830.31 x 10% 1,783.03
23,274.54
Over Head excluding Tax (10%-4%) @6% 23,274.54 x 6 % 1,396.47
Contractor's Profit @10% 24,671.02 x 10 % 2,467.10
Labour Cess @1% 27,138.12 x 1 % 271.38
27,409.50
1,09,638.00
1,09,638.00
12-18-B-2
Unit = Rmt
Taking output = 0.25 Rmt Rate of sinking = 0.03 m per hour.
Code Unit Qty. Amount
PL14 day 0.480 444.00 / Day 213.12
PL16 day 6.000 444.00 / Day 2,664.00
PL17 day 3.750 510.00 / Day 1,912.50
PMC079 hours 4.50 405.65 / hours 1,825.43
PMC091 hours 8.33 2852.85 / hours 23,764.24
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 0.25 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 3m upto 10m depth
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Clayey soil ( 12m dia. Well )
Depth below bed level upto 3.0 M
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
___________________________________________________________________________________________________Page no. 340 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
25589.67 x 10% 2,558.97
32,938.25
Over Head excluding Tax (10%-4%) @6% 32,938.25 x 6 % 1,976.30
Contractor's Profit @10% 34,914.55 x 10 % 3,491.45
Labour Cess @1% 38,406.00 x 1 % 384.06
38,790.06
1,55,160.25
1,55,160.20
12-18-B-3
12-18-B-3-A
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 1,62,918.21
x 1.05 1,71,064.12
x 1.05 1,79,617.33
x 1.05 1,88,598.19
x 1.05 1,98,028.10
x 1.05 2,07,929.51
x 1.05 2,18,325.98
x 1.05 2,29,242.28
x 1.05 2,40,704.40
x 1.05 2,52,739.62
20,49,167.74
2,04,916.77
2,04,916.77
2,04,916.80
12-18-B-3-B
Unit = Rmt
Add for dewatering @ 5 per cent of cost, if required.
Code Unit Qty. Amount
12-18-B-3-A 2,04,916.80
204916.80 x 5% 10,245.84
2,15,162.64
2,15,162.64
2,15,162.60
12-18-B-4
12-18-B-4-A
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m (including Dewatering)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Beyond 20m upto 30 m (Excluding cost for Kentledge & Dewatering)
14th m 1,79,617.33
15th m 1,88,598.19
16th m 1,98,028.10
17th m 2,07,929.51
18th m 2,18,325.98
19th m 2,29,242.28
20th m 2,40,704.40
Total Cost for 10th to 20th m
Average Rate Per Rmt
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 0.25 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m
Beyond 10 m upto 20 m (For Dewatering not Required)
Resource Rate
11th m 1,55,160.20
12th m 1,62,918.21
13th m 1,71,064.12
___________________________________________________________________________________________________Page no. 341 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Add 7.5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 2,71,695.09
x 1.075 2,92,072.22
x 1.075 3,13,977.64
x 1.075 3,37,525.96
x 1.075 3,62,840.40
x 1.075 3,90,053.44
x 1.075 4,19,307.44
x 1.075 4,50,755.50
x 1.075 4,84,562.16
x 1.075 5,20,904.33
38,43,694.17
3,84,369.42
3,84,369.42
3,84,369.40
12-18-B-4-B
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-18-B-4-A 3,84,369.40
384369.40 x 25% 96,092.35
4,80,461.75
4,80,461.75
4,80,461.80
12-18-B-4-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-18-B-4-A 3,84,369.40
384369.40 x 5% 19,218.47
4,03,587.87
4,03,587.87
4,03,587.90
12-18-B-4-D
Unit = Rmt
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering and Kentledge)
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
22nd m 2,71,695.09
23rd m 2,92,072.22
24th m 3,13,977.64
25th m 3,37,525.96
26th m 3,62,840.40
27th m 3,90,053.44
28th m 4,19,307.44
29th m 4,50,755.50
30th m 4,84,562.16
Resource Rate
21st m 2,52,739.62
___________________________________________________________________________________________________Page no. 342 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-18-B-4-A 3,84,369.40
384369.40 x 5% 19,218.47
403587.87 x 25% 1,00,896.97
5,04,484.84
5,04,484.84
5,04,484.80
12-18-B-5
12-18-B-5-A
Unit = Rmt
Add 10 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 5,72,994.76
x 1.10 6,30,294.23
x 1.10 6,93,323.66
x 1.10 7,62,656.02
x 1.10 8,38,921.63
x 1.10 9,22,813.79
x 1.10 10,15,095.17
x 1.10 11,16,604.68
x 1.10 12,28,265.15
x 1.10 13,51,091.67
91,32,060.76
9,13,206.08
9,13,206.08
9,13,206.10
12-18-B-5-B
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-18-B-5-A 9,13,206.10
913206.10 x 20% 1,82,641.22
10,95,847.32
10,95,847.32
10,95,847.30
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
37th m 9,22,813.79
38th m 10,15,095.17
39th m 11,16,604.68
40th m 12,28,265.15
Total Cost for 30 to 40 m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Beyond 30m upto 40 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
31st m 5,20,904.33
32nd m 5,72,994.76
33rd m 6,30,294.23
34th m 6,93,323.66
35th m 7,62,656.02
36th m 8,38,921.63
Resource Rate
Average Rate
Add 5%
Add 25%
Average Rate Per Rmt
___________________________________________________________________________________________________Page no. 343 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-18-B-5-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-18-B-5-A 9,13,206.10
913206.10 x 5% 45,660.31
9,58,866.41
9,58,866.41
9,58,866.40
12-18-B-5-D
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-18-B-5-A 9,13,206.10
913206.10 x 5% 45,660.31
958866.41 x 20% 1,91,773.28
11,50,639.69
11,50,639.69
11,50,639.70
12-18-C
12-18-C-1
Unit = Rmt
Taking output = 0.25 Rmt Rate of sinking = 0.025 m per hour.
Code Unit Qty. Amount
PL14 day 1.060 444.00 / Day 470.64
PL24 day 1.750 528.00 / Day 924.00
PL16 day 20.000 444.00 / Day 8,880.00
PL17 day 4.500 510.00 / Day 2,295.00
PMC079 hours 4.75 405.65 / hours 1,926.84
PMC091 hours 10.00 2852.85 / hours 28,528.50
30455.34 x 10% 3,045.53
46,070.51
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Average Rate
Add 5%
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Soft rock (12m dia well )
Depth of soft rock strata upto 3m (For Dewatering not Required)
Resource Rate
Labour
Mate
Diver
Mazdoor (Semi skilled)
Beyond 30m upto 40 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering and Kentledge)
Resource Rate
___________________________________________________________________________________________________Page no. 344 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 46,070.51 x 6 % 2,764.23
Contractor's Profit @10% 48,834.74 x 10 % 4,883.47
Labour Cess @1% 53,718.22 x 1 % 537.18
54,255.40
2,17,021.59
2,17,021.60
12-18-C-2
Unit = Rmt
Code Unit Qty. Amount
12-18-C-1 2,17,021.60
217021.60 x 5% 10,851.08
2,27,872.68
2,27,872.68
2,27,872.70
12-18-D
12-18-D-1
Unit = Rmt
Taking output = 0.25 Rmt Rate of sinking = 0.02 m per hour.
Code Unit Qty. Amount
PL04 day 0.250 528.00 / Day 132.00
PL09 day 2.000 444.00 / Day 888.00
PL14 day 1.400 444.00 / Day 621.60
PL15 day 28.000 420.00 / Day 11,760.00
PL17 day 4.500 510.00 / Day 2,295.00
PMC079 hours 4.00 405.65 / hours 1,622.60
PMC091 hours 12.50 2852.85 / hours 35,660.63
37283.23 x 10% 3,728.32
PM0081 Kg 14.00 93.00 / Kg. 1,302.00
PM0223 No. 56.00 851.00 / 100 Nos 476.56
58,486.71
Over Head excluding Tax (10%-4%) @6% 58,486.71 x 6 % 3,509.20
Contractor's Profit @10% 61,995.91 x 10 % 6,199.59
Labour Cess @1% 68,195.50 x 1 % 681.96
68,877.46
Material
Gelatine 80 per cent
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Total Resource Cost
Cost For 0.25 Rmt
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Hard rock (12m dia well )
Depth in hard rock strata upto 3 m (For Dewatering not Required)
Resource Rate
Labour
Blaster
Rock Hole Driller
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Cost For 0.25 Rmt
Rate per Rmt
Say Rs. Per Rmt
Depth of soft rock strata upto 3m (including Dewatering )
Resource Rate
Rate as Above
Add 5% for Dewatering
___________________________________________________________________________________________________Page no. 345 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
2,75,509.82
2,75,509.80
12-18-D-2
Unit = Rmt
Code Unit Qty. Amount
12-18-D-1 2,75,509.80
275509.80 x 5% 13,775.49
2,89,285.29
2,89,285.29
2,89,285.30
12-19
12-19-A
12-19-A-1
Unit = Rmt
Taking output = 1.00 Rmt Rate of sinking = 0.18 m per hour.
Code Unit Qty. Amount
PL14 day 0.200 444.00 / Day 88.80
PL16 day 3.750 444.00 / Day 1,665.00
PL17 day 1.250 510.00 / Day 637.50
PMC091 hours 5.50 2852.85 / hours 15,690.68
15690.68 x 10% 1,569.07
19,651.04
Over Head excluding Tax (10%-4%) @6% 19,651.04 x 6 % 1,179.06
Contractor's Profit @10% 20,830.11 x 10 % 2,083.01
Labour Cess @1% 22,913.12 x 1 % 229.13
23,142.25
23,142.25
23,142.20
12-19-A-2
Unit = Rmt
Beyond 3m upto 10m depth
Sandy soil
Depth below bed level upto 3.0 M
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Depth in hard rock strata upto 3 m (including Dewatering )
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Sinking of Twin D Type well ( other than pneumatic method of sinking ) through all
types of strata namely sandy soil, clayey soil and rock as shown against each case,
complete as per drawing and technical specifications. Depth of sinking is reckoned
from bed level.
(Dimensions of well - Overall length = 12 m; Overall width = 6 m)
___________________________________________________________________________________________________Page no. 346 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 1.00 Rmt Rate of sinking = 0.17 m per hour.
Code Unit Qty. Amount
PL14 day 0.300 444.00 / Day 133.20
PL16 day 4.000 444.00 / Day 1,776.00
PL17 day 1.500 510.00 / Day 765.00
PMC091 hours 5.88 2852.85 / hours 16,774.76
16774.76 x 10% 1,677.48
21,126.43
Over Head excluding Tax (10%-4%) @6% 21,126.43 x 6 % 1,267.59
Contractor's Profit @10% 22,394.02 x 10 % 2,239.40
Labour Cess @1% 24,633.42 x 1 % 246.33
24,879.76
24,879.76
24,879.80
12-19-A-3
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 26,123.79
x 1.05 27,429.98
x 1.05 28,801.48
x 1.05 30,241.55
x 1.05 31,753.63
x 1.05 33,341.31
x 1.05 35,008.38
x 1.05 36,758.80
x 1.05 38,596.74
x 1.05 40,526.57
3,28,582.22
32,858.22
32,858.22
32,858.20
12-19-A-4
12-19-A-4-A
Unit = Rmt
19th m 36,758.80
20th m 38,596.74
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Excluding cost for Kentledge
Resource Rate
11th m 24,879.80
12th m 26,123.79
13th m 27,429.98
14th m 28,801.48
15th m 30,241.55
16th m 31,753.63
17th m 33,341.31
18th m 35,008.38
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10m upto 20m
___________________________________________________________________________________________________Page no. 347 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Add 7.5% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 43,566.07
x 1.075 46,833.52
x 1.075 50,346.03
x 1.075 54,121.99
x 1.075 58,181.14
x 1.075 62,544.72
x 1.075 67,235.58
x 1.075 72,278.24
x 1.075 77,699.11
x 1.075 83,526.55
6,16,332.94
61,633.29
61,633.29
61,633.30
12-19-A-4-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-19-A-4-A 61,633.30
61633.30 x 20% 12,326.66
73,959.96
73,959.96
73,960.00
12-19-A-5
12-19-A-5-A
Unit = Rmt
Add 10% for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 91,879.20
x 1.10 1,01,067.12
x 1.10 1,11,173.83
x 1.10 1,22,291.21
x 1.10 1,34,520.34
x 1.10 1,47,972.37
x 1.10 1,62,769.61
x 1.10 1,79,046.57
x 1.10 1,96,951.22
x 1.10 2,16,646.35 40th m 1,96,951.22
31st m 83,526.55
32nd m 91,879.20
33rd m 1,01,067.12
34th m 1,11,173.83
35th m 1,22,291.21
36th m 1,34,520.34
37th m 1,47,972.37
38th m 1,62,769.61
39th m 1,79,046.57
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Excluding cost for Kentledge
Resource Rate
23rd m 46,833.52
24th m 50,346.03
25th m 54,121.99
26th m 58,181.14
27th m 62,544.72
28th m 67,235.58
29th m 72,278.24
30th m 77,699.11
Total Cost for 20th to 30th m
Resource Rate
21st m 40,526.57
22nd m 43,566.07
___________________________________________________________________________________________________Page no. 348 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
14,64,317.82
1,46,431.78
1,46,431.78
1,46,431.80
12-19-A-5-B
Unit = Rmt
Add 20% of cost for Kentledge including supports, loading arrangement and Labour .
Code Unit Qty. Amount
12-19-A-5-A 1,46,431.80
146431.80 x 20% 29,286.36
1,75,718.16
1,75,718.16
1,75,718.20
12-19-B
12-19-B-1
Unit = Rmt
Taking output = 1.00 Rmt Rate of sinking = 0.16 m per hour.
Code Unit Qty. Amount
PL14 day 0.260 444.00 / Day 115.44
PL16 day 4.000 444.00 / Day 1,776.00
PL17 day 2.500 510.00 / Day 1,275.00
PMC091 hours 6.25 2852.85 / hours 17,830.31
17830.31 x 10% 1,783.03
22,779.78
Over Head excluding Tax (10%-4%) @6% 22,779.78 x 6 % 1,366.79
Contractor's Profit @10% 24,146.57 x 10 % 2,414.66
Labour Cess @1% 26,561.23 x 1 % 265.61
26,826.84
26,826.84
26,826.80
12-19-B-2
Unit = Rmt
Taking output = 1.00 Rmt Rate of sinking = 0.15 m per hour.
Code Unit Qty. Amount
Beyond 3m upto 10m depth
Resource Rate
Clayey soil (Twin D Type well)
Depth below bed level upto 3.0 M
Resource Rate
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Total Cost for 30th to 40th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Including cost for Kentledge
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 349 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.450 444.00 / Day 199.80
PL16 day 6.000 444.00 / Day 2,664.00
PL17 day 3.250 510.00 / Day 1,657.50
PMC079 hours 4.50 405.65 / hours 1,825.43
PMC091 hours 6.67 2852.85 / hours 19,028.51
20853.93 x 10% 2,085.39
27,460.63
Over Head excluding Tax (10%-4%) @6% 27,460.63 x 6 % 1,647.64
Contractor's Profit @10% 29,108.27 x 10 % 2,910.83
Labour Cess @1% 32,019.09 x 1 % 320.19
32,339.28
32,339.28
32,339.30
12-19-B-3
12-19-B-3-A
Unit = Rmt
Add 5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.05 33,956.27
x 1.05 35,654.08
x 1.05 37,436.78
x 1.05 39,308.62
x 1.05 41,274.05
x 1.05 43,337.75
x 1.05 45,504.64
x 1.05 47,779.87
x 1.05 50,168.87
x 1.05 52,677.31
4,27,098.25
42,709.83
42,709.83
42,709.80
12-19-B-3-B
Unit = Rmt
18th m 45,504.64
19th m 47,779.87
20th m 50,168.87
Total Cost for 10th to 20th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 10 m upto 20 m (including Dewatering)
Beyond 10 m upto 20 m
Beyond 10 m upto 20 m (For Dewatering not Required)
Resource Rate
11th m 32,339.30
12th m 33,956.27
13th m 35,654.08
14th m 37,436.78
15th m 39,308.62
16th m 41,274.05
17th m 43,337.75
Labour
Mate
Mazdoor (Semi skilled)
Sinking helper
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 350 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Add for dewatering @ 5 per cent of cost, if required.
Code Unit Qty. Amount
12-19-B-3-A 42,709.80
42709.80 x 5% 2,135.49
44,845.29
44,845.29
44,845.30
12-19-B-4
12-19-B-4-A
Unit = Rmt
Add 7.5 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.075 56,628.11
x 1.075 60,875.22
x 1.075 65,440.86
x 1.075 70,348.92
x 1.075 75,625.09
x 1.075 81,296.98
x 1.075 87,394.25
x 1.075 93,948.82
x 1.075 1,00,994.98
x 1.075 1,08,569.60
8,01,122.83
80,112.28
80,112.28
80,112.30
12-19-B-4-B
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-19-B-4-A 80,112.30
80112.30 x 25% 20,028.08
1,00,140.38
1,00,140.38
1,00,140.40
12-19-B-4-C
Unit = Rmt
Average Rate
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Dewatering but Excluding cost for Kentledge)
26th m 75,625.09
27th m 81,296.98
28th m 87,394.25
29th m 93,948.82
30th m 1,00,994.98
Total Cost for 20th to 30th m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m (including Kentledge but Excluding cost for Dewatering)
Resource Rate
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 20m upto 30 m
Beyond 20m upto 30 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
21st m 52,677.31
22nd m 56,628.11
23rd m 60,875.22
24th m 65,440.86
25th m 70,348.92
Resource Rate
Average Rate
Add 5%
___________________________________________________________________________________________________Page no. 351 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-19-B-4-A 80,112.30
80112.30 x 5% 4,005.62
84,117.92
84,117.92
84,117.90
12-19-B-4-D
Unit = Rmt
Add 25 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-19-B-4-A 80,112.30
80112.30 x 5% 4,005.62
84117.92 x 25% 21,029.48
1,05,147.39
1,05,147.39
1,05,147.40
12-19-B-5
12-19-B-5-A
Unit = Rmt
Add 10 % for every additional meter depth of sinking over the rate of sinking for the previous meter
Code Unit Qty. Amount
x 1.10 1,19,426.56
x 1.10 1,31,369.22
x 1.10 1,44,506.14
x 1.10 1,58,956.76
x 1.10 1,74,852.43
x 1.10 1,92,337.67
x 1.10 2,11,571.44
x 1.10 2,32,728.59
x 1.10 2,56,001.44
x 1.10 2,81,601.59
19,03,351.84
1,90,335.18
1,90,335.18
1,90,335.20
12-19-B-5-B
Total Cost for 30 to 40 m
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Kentledge but Excluding cost for Dewatering)
32nd m 1,19,426.56
33rd m 1,31,369.22
34th m 1,44,506.14
35th m 1,58,956.76
36th m 1,74,852.43
37th m 1,92,337.67
38th m 2,11,571.44
39th m 2,32,728.59
40th m 2,56,001.44
Beyond 20m upto 30 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Add 5%
Add 25%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m
Beyond 30m upto 40 m (Excluding cost for Kentledge & Dewatering)
Resource Rate
31st m 1,08,569.60
Resource Rate
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 352 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Code Unit Qty. Amount
12-19-B-5-A 1,90,335.20
190335.20 x 20% 38,067.04
2,28,402.24
2,28,402.24
2,28,402.20
12-19-B-5-C
Unit = Rmt
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-19-B-5-A 1,90,335.20
190335.20 x 5% 9,516.76
1,99,851.96
1,99,851.96
1,99,852.00
12-19-B-5-D
Unit = Rmt
Add 20 per cent of cost for Kentledge including supports, loading arrangement and Labour
Add 5 per cent of cost for dewatering of the cost, if required
Code Unit Qty. Amount
12-19-B-5-A 1,90,335.20
190335.20 x 5% 9,516.76
199851.96 x 20% 39,970.39
2,39,822.35
2,39,822.35
2,39,822.40
12-19-C
12-19-C-1
Unit = Rmt
Taking output = 1.00 Rmt Rate of sinking = 0.12 m per hour.
Code Unit Qty. Amount
PL14 day 0.860 444.00 / Day 381.84
PL24 day 1.500 528.00 / Day 792.00
PL16 day 15.000 444.00 / Day 6,660.00
Rate per Rmt
Say Rs. Per Rmt
Soft rock (Twin D Type well)
Depth of soft rock strata upto 3m (For Dewatering not Required)
Resource Rate
Labour
Mate
Diver
Mazdoor (Semi skilled)
Sinking helper
Average Rate
Add 5%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering and Kentledge)
Resource Rate
Average Rate
Add 5%
Add 20%
Average Rate Per Rmt
Resource Rate
Average Rate
Add 20%
Average Rate Per Rmt
Rate per Rmt
Say Rs. Per Rmt
Beyond 30m upto 40 m (including Dewatering but Excluding cost for Kentledge)
Resource Rate
___________________________________________________________________________________________________Page no. 353 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL17 day 4.500 510.00 / Day 2,295.00
PMC079 hours 6.00 405.65 / hours 2,433.90
PMC091 hours 8.33 2852.85 / hours 23,764.24
26198.14 x 10% 2,619.81
38,946.79
Over Head excluding Tax (10%-4%) @6% 38,946.79 x 6 % 2,336.81
Contractor's Profit @10% 41,283.60 x 10 % 4,128.36
Labour Cess @1% 45,411.96 x 1 % 454.12
45,866.08
45,866.08
45,866.10
12-19-C-2
Unit = Rmt
Code Unit Qty. Amount
12-19-C-1 45,866.10
45866.10 x 5% 2,293.31
48,159.41
48,159.41
48,159.40
12-19-D
12-19-D-1
Unit = Rmt
Taking output = 1.00 Rmt Rate of sinking = 0.10 m per hour.
Code Unit Qty. Amount
PL04 day 0.250 528.00 / Day 132.00
PL09 day 2.000 444.00 / Day 888.00
PL14 day 1.340 444.00 / Day 594.96
PL15 day 25.000 420.00 / Day 10,500.00
PL17 day 4.250 510.00 / Day 2,167.50
PMC079 hours 3.00 405.65 / hours 1,216.95
PMC091 hours 10.00 2852.85 / hours 28,528.50
29745.45 x 10% 2,974.55
Labour
Blaster
Rock Hole Driller
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Depth of soft rock strata upto 3m (including Dewatering )
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Hard rock (Twin D Type well)
Depth in hard rock strata upto 3 m (For Dewatering not Required)
Resource Rate
Mazdoor/Beldar (Skilled)
Sinker
Machine
Air compressor with pneumatic chisel
attachment for cutting hard clay.
Crane with grab 0.75 cum capacity
Consumables in sinking @10 per cent
of Machine
___________________________________________________________________________________________________Page no. 354 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0081 Kg 10.00 93.00 / Kg. 930.00
PM0223 No. 40.00 851.00 / 100 Nos 340.40
48,272.86
Over Head excluding Tax (10%-4%) @6% 48,272.86 x 6 % 2,896.37
Contractor's Profit @10% 51,169.23 x 10 % 5,116.92
Labour Cess @1% 56,286.15 x 1 % 562.86
56,849.01
56,849.01
56,849.00
12-19-D-2
Unit = Rmt
Code Unit Qty. Amount
12-19-D-1 56,849.00
56849.00 x 5% 2,842.45
59,691.45
59,691.45
59,691.50
12-20
Unit = Cum
Taking output = 5.00 Cum
Code Unit Qty. Amount
PL04 day 0.500 528.00 / Day 264.00
PL09 day 1.000 444.00 / Day 444.00
PL14 day 1.860 444.00 / Day 825.84
PL15 day 30.000 420.00 / Day 12,600.00
PL17 day 10.000 510.00 / Day 5,100.00Mazdoor/Beldar (Skilled)
Depth in hard rock strata upto 3 m (including Dewatering )
Resource Rate
Rate as Above
Add 5% for Dewatering
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Blaster
Rock Hole Driller
Mate
Beldar/mazdoor (unskilled)
Material
Gelatine 80 per cent
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Total Resource Cost
Cost For 1 Rmt
Rate per Rmt
Say Rs. Per Rmt
Pneumatic sinking of wells with equipment of approved design, drawing and
specifications worked by competent and trained personnel and comprising of
compression and decompression chambers, reducers, two air locks separately for
men and plant & materials, arrangement for supply of fresh air to working chambers,
check valves, exhaust valves, shafts made from steel plates of riveted construction
not less than 6 mm thick to withstand an air pressure of 0.50 MPa, controlled blasting
of hard rock where required, staircases and 1 m wide landing plate forms with railing,
arrangement for compression and decompression, electric lighting of 50 V maximum,
proper rooms for rest and medical examinations and compliance with safety
precautions as per IS:4138, all as per clause1207.6 of MoRTH Specifications.
___________________________________________________________________________________________________Page no. 355 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL22 day 1.000 528.00 / Day 528.00
PL24 day 4.000 528.00 / Day 2,112.00
PL26 day 0.500 1584.00 / Day 792.00
PMC001 hours 12.00 405.65 / hours 4,867.80
PMC028 hours 6.00 695.59 / hours 4,173.54
PMC082 hours 6.00 321.86 / hours 1,931.16
PMC088 hours 6.00 1711.71 / hours 10,270.26
PMC095 hours 6.00 512.05 / hours 3,072.30
PMC060 hours 6.00 4506.04 / hours 27,036.24
PMC098 hours 6.00 7315.00 / hours 43,890.00
PM0081 Kg 1.50 93.00 / Kg. 139.50
PM0223 No. 6.00 851.00 / 100 Nos 51.06
PM0127 MT 0.48 58912.09 / M.T. 282.78
1,18,380.48
12-8-H-2 Cum 8.00 9204.00 /Cum 73,632.00
Over Head excluding Tax (10%-4%) @6% 1,18,380.48 x 6 % 7,102.83
Contractor's Profit @10% 1,25,483.31 x 10 % 12,548.33
Labour Cess @1% 1,38,031.64 x 1 % 1,380.32
2,13,043.95
42,608.79
42,608.80
Note:- 1.The cost of induction, deinduction and erection of equipment shall be divided by the total quantity of
pneumatic sinking for all the wells of a particular bridge to arrive at the per cum rate on account of this
item.
2.Cost of pneumatic sinking per cum of individual wells will be added to the cost indicated at (1) above to
arrive at the final rate of pneumatic sinking per cum.
Steel Reinforcement (HYSD Bars) -Fe
500/500D
3.The cost of induction and deinduction will depend upon the distance involved for shifting of equipment
which may be assessed in individual cases as per actual ground conditions at the time of making of cost
estimates.
4.In case pneumatic sinking is involved on a dry bed, the provision of barge and boat may be omitted.
5.The necessity and dimensions of the corbel will be as per actual ground conditions.
Medical Officer
Machine
Air Compressor 210 cfm
Material
Gelatine 80 per cent
Electric Detonators @ 1 detonator for
1/2 gelatin stick of 125 gms each
Total Resource Cost
Cost For 5 Cum
Rate per Cum
Say Rs. Per Cum
Para medical personnel
Diver
Tipper 5.5 cum/10 ton capacity
Boat to carry atleast 20 persons
Crane 15 tonne capacity
Generator 33 KVA
Induction, deinduction and erection of
plant and equipment including all
components and accessories
Sub-Item
M35 grade RCC corbel provided for
supporting of equipment (Dimensions
as per ground conditions).
Pneumatic Sinking Plant
___________________________________________________________________________________________________Page no. 356 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-21
Unit = Cum
Taking output = 1.00 Cum
Code Unit Qty. Amount
PL14 day 0.010 444.00 / Day 4.44
PL15 day 0.300 420.00 / Day 126.00
PM0124 Cum 1.20 1541.25 / Cum 1,849.50
1,979.94
Over Head excluding Tax (10%-4%) @6% 1,979.94 x 6 % 118.80
Contractor's Profit @10% 2,098.74 x 10 % 209.87
Labour Cess @1% 2,308.61 x 1 % 23.09
2,331.70
2,331.70
2,331.70
12-22
Unit = Tonne
Taking output = 1.00 Tonne
Code Unit Qty. Amount
PL03 day 5.000 600.00 / Day 3,000.00
PL11 day 6.000 528.00 / Day 3,168.00
PL14 day 1.240 444.00 / Day 550.56
PL15 day 10.000 420.00 / Day 4,200.00
PL59 day 5.000 510.00 / Day 2,550.00
PM0101 MT 1.05 56312.09 / MT 59,127.69
59127.69 x 5% 2,956.38
75,552.64
Over Head excluding Tax (10%-4%) @6% 75,552.64 x 6 % 4,533.16
Contractor's Profit @10% 80,085.80 x 10 % 8,008.58
Labour Cess @1% 88,094.38 x 1 % 880.94
Electrodes, cutting gas and other
consumables @ 5 per cent on cost
above.
Total Resource Cost
Fitter (grade 1)
Mate
Beldar/mazdoor (unskilled)
Structural Steel (E 250)
Material
Sand (Fine)
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Welder
Material
6.Small equipments like welding sets, pumps, vibrators, pneumatic tools, portable lamps, fire
extinguishers, hose pipes etc., have not been included as the same are covered as items of minor T&P
under overhead charges.
7.Depth of sinking shall be restricted to 30 m. T&P under overhead charges.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Sand filling in wells complete as per drawing and technical specifications
Providing steel liner 10 mm thick for curbs and 6mm thick for steining of wells
including fabricating and setting out as per detailed drawing
___________________________________________________________________________________________________Page no. 357 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
88,975.32
88,975.32
88,975.30
12-23
Unit = Rmt
Taking output = 15.00 Rmt
Code Unit Qty. Amount
PL14 day 0.140 444.00 / Day 62.16
PL15 day 3.500 420.00 / Day 1,470.00
PMC012 hours 0.30 1316.70 / hours 395.01
PMC058 hours 6.00 7651.49 / hours 45,908.94
PMC069 hours 0.30 695.59 / hours 208.68
PMC128 hours 0.50 4177.53 / day 261.10
PM0211 Kg 300.00 55.00 / Kg. 16,500.00
64,805.88
12-11-C-4-2 Cum 6.62 9412.70 /Cum 62,312.07
Concrete to be cast with a tremie pipe 200mm dia.
Over Head excluding Tax (10%-4%) @6% 64,805.88 x 6 % 3,888.35
Contractor's Profit @10% 68,694.24 x 10 % 6,869.42
Labour Cess @1% 75,563.66 x 1 % 755.64
1,38,631.37
9,242.09
9,242.10
12-24
Unit = Rmt
Taking output = 10.00 Rmt
Code Unit Qty. Amount
PL14 day 0.160 444.00 / Day 71.04
PL15 day 4.000 420.00 / Day 1,680.00
Mate
Beldar/mazdoor (unskilled)
Machine
Material
Bentonite
Total Resource Cost
Cost For 15 Rmt
Rate per Rmt
Say Rs. Per Rmt
Machine
Front end-loader 1 cum bucket capacity
Hire and running charges of light crane.
Piling Rig with Bantonite Pump
Tipper (5cum) Per Hour
Sub-Item
PCC Grade M35
Resource Rate
Labour
Cost For 1 Tonne
Rate per Tonne
Say Rs. Per Tonne
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per
drawing and technical specifications and removal of excavated earth with all lifts and
lead upto 1000 m. (Pile diameter-750 mm)
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per
drawing and technical specifications and removal of excavated earth with all lifts and
lead upto 1000 m. (Pile diameter-1000 mm)
___________________________________________________________________________________________________Page no. 358 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC012 hours 0.40 1316.70 / hours 526.68
PMC058 hours 6.00 7651.49 / hours 45,908.94
PMC069 hours 0.40 695.59 / hours 278.24
PMC128 hours 0.50 4177.53 / day 261.10
PM0211 Kg 350.00 55.00 / Kg. 19,250.00
67,975.99
12-11-C-4-2 Cum 7.85 9412.70 /Cum 73,889.70
Concrete to be cast with a tremie pipe 200mm dia.
Over Head excluding Tax (10%-4%) @6% 67,975.99 x 6 % 4,078.56
Contractor's Profit @10% 72,054.55 x 10 % 7,205.46
Labour Cess @1% 79,260.01 x 1 % 792.60
1,53,942.30
15,394.23
15,394.20
12-25
Unit = Rmt
Taking output = 9.00 Rmt
Code Unit Qty. Amount
PL14 day 0.180 444.00 / Day 79.92
PL15 day 4.500 420.00 / Day 1,890.00
PMC012 hours 0.50 1316.70 / hours 658.35
PMC058 hours 6.00 7651.49 / hours 45,908.94
PMC069 hours 0.50 695.59 / hours 347.80
PMC128 hours 0.50 4177.53 / day 261.10
PM0211 Kg 385.00 55.00 / Kg. 21,175.00
70,321.10
12-11-C-4-2 Cum 10.17 9412.70 /Cum 95,727.16
Concrete to be cast with a tremie pipe 200mm dia.
Over Head excluding Tax (10%-4%) @6% 70,321.10 x 6 % 4,219.27
Contractor's Profit @10% 74,540.37 x 10 % 7,454.04
Labour Cess @1% 81,994.40 x 1 % 819.94
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Piling Rig with Bantonite Pump
Tipper (5cum) Per Hour
Hire and running charges of light crane.
Material
Bentonite
Total Resource Cost
Sub-Item
PCC Grade M35
Front end-loader 1 cum bucket capacity
Piling Rig with Bantonite Pump
Tipper (5cum) Per Hour
Hire and running charges of light crane.
Material
Bentonite
Total Resource Cost
Sub-Item
PCC Grade M35
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per
drawing and technical specifications and removal of excavated earth with all lifts and
lead upto 1000 m. (Pile diameter-1200 mm)
___________________________________________________________________________________________________Page no. 359 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,78,541.51
19,837.95
19,837.90
12-26
Note:-
Unit = Rmt
Taking output = 40.00 Rmt
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL15 day 3.000 420.00 / Day 1,260.00
PMC100 hours 6.00 6437.20 / hours 38,623.20
PMC128 hours 0.50 4177.53 / day 261.10
PM0215 Kg 160.00 81.00 / Kg. 12,960.00
PM0250 Kg 70.00 69.00 / Kg. 4,830.00
PM0292 Kg 50.00 58.00 / Kg. 2,900.00
60,887.58
12-11-C-4-2 Cum 17.66 9412.70 /Cum 1,66,228.28
Over Head excluding Tax (10%-4%) @6% 60,887.58 x 6 % 3,653.25
Contractor's Profit @10% 64,540.83 x 10 % 6,454.08
Labour Cess @1% 70,994.91 x 1 % 709.95
2,37,933.14
5,948.33
5,948.30
12-27
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Piling rig Including double acting pile
driving hammer (Hydraulic rig)
Hire and running charges of light crane.
Material
Steel helmet and cushion block on top
of pile head during driving.
Total Resource Cost
Sub-Item
PCC Grade M35
Cost For 40 Rmt
Rate per Rmt
Say Rs. Per Rmt
C.I.shoes for the pile
M.S. Clamps
Cost For 9 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
1.The quantity of concrete required to be removed above the designed top level of
concrete, if any, will be provided for in the rate analysis.
2.In case steel lining is included in the design for driven cast-in-situ pile and is planned
to be retained, the same may be included in the rate analysis. In case the temporary
steel casing used during casting is planned to be removed, an additional cost @ 0.50
per cent of cost of concrete may be provided to cover its usage.
Driven cast-in-place vertical M35 grade R.C.C. pile excluding reinforcement complete
as per drawing and & Technical Specification (Pile diameter - 750 mm)
Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete
as per drawing and & Technical Specification (Pile diameter - 1000 mm)
___________________________________________________________________________________________________Page no. 360 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Rmt
Taking output = 30.00 Rmt
Code Unit Qty. Amount
PL14 day 0.160 444.00 / Day 71.04
PL15 day 4.000 420.00 / Day 1,680.00
PMC100 hours 6.00 6437.20 / hours 38,623.20
PMC128 hours 1.00 4177.53 / day 522.19
PM0215 Kg 160.00 81.00 / Kg. 12,960.00
PM0250 Kg 70.00 69.00 / Kg. 4,830.00
PM0292 Kg 50.00 58.00 / Kg. 2,900.00
61,586.43
12-11-C-4-2 Cum 23.55 9412.70 /Cum 2,21,669.09
Over Head excluding Tax (10%-4%) @6% 61,586.43 x 6 % 3,695.19
Contractor's Profit @10% 65,281.62 x 10 % 6,528.16
Labour Cess @1% 71,809.78 x 1 % 718.10
2,94,196.96
9,806.57
9,806.60
12-28
Note:-
Unit = Rmt
Rate per Rmt
Say Rs. Per Rmt
1.The quantity of concrete required to be removed above the designed top level of
concrete, if any, will be provided for in the rate analysis.
2.In case steel lining is included in the design for driven cast-in-situ pile and is planned
to be retained, the same may be included in the rate analysis. In case the temporary
steel casing used during casting is planned to be removed, an additional cost @ 0.50
per cent of cost of concrete may be provided to cover its usage.
1.The quantity of concrete required to be removed above the designed top level of
concrete, if any, will be provided for in the rate analysis.
2.In case steel lining is included in the design for driven cast-in-situ pile and is planned
to be retained, the same may be included in the rate analysis. In case the temporary
steel casing used during casting is planned to be removed, an additional cost @ 0.50
per cent of cost of concrete may be provided to cover its usage.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Piling rig Including double acting pile
driving hammer (Hydraulic rig)
Hire and running charges of light crane.
Material
C.I.shoes for the pile
M.S. Clamps
Steel helmet and cushion block on top
of pile head during driving.
Total Resource Cost
Sub-Item
PCC Grade M35
Cost For 30 Rmt
Driven cast-in-place vertical M35 grade R.C.C. piles excluding reinforcement complete
as per drawing and & Technical Specification (Pile diameter - 1200 mm)
___________________________________________________________________________________________________Page no. 361 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 20.00 Rmt
Code Unit Qty. Amount
PL14 day 0.180 444.00 / Day 79.92
PL15 day 4.500 420.00 / Day 1,890.00
PMC100 hours 6.00 6437.20 / hours 38,623.20
PMC128 hours 0.50 4177.53 / day 261.10
PM0215 Kg 160.00 81.00 / Kg. 12,960.00
PM0250 Kg 70.00 69.00 / Kg. 4,830.00
PM0292 Kg 50.00 58.00 / Kg. 2,900.00
61,544.22
12-11-C-4-2 Cum 22.61 9412.70 /Cum 2,12,821.15
Over Head excluding Tax (10%-4%) @6% 61,544.22 x 6 % 3,692.65
Contractor's Profit @10% 65,236.87 x 10 % 6,523.69
Labour Cess @1% 71,760.56 x 1 % 717.61
2,85,299.31
14,264.97
14,265.00
12-29
Note:-
Unit = Rmt
Taking output = 60.00 Rmt
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL15 day 3.000 420.00 / Day 1,260.00
PMC106 hours 6.00 2173.22 / hours 13,039.32
PCC Grade M35
Cost For 20 Rmt
Rate per Rmt
Say Rs. Per Rmt
1.The quantity of concrete required to be removed above the designed top level of
concrete, if any, will be provided for in the rate analysis.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hire and running charges of vibrating
pile driving hammer complete with
power unit and accessories.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Piling rig Including double acting pile
driving hammer (Hydraulic rig)
Hire and running charges of light crane.
Material
C.I.shoes for the pile
M.S. Clamps
Steel helmet and cushion block on top
of pile head during driving.
Total Resource Cost
Sub-Item
Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as
per drawing and & Technical Specification (Pile Diameter=500 mm)
___________________________________________________________________________________________________Page no. 362 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC089 hours 6.00 1711.71 / hours 10,270.26
PM0215 Kg 240.00 81.00 / Kg. 19,440.00
PM0251 Kg 105.00 75.00 / Kg. 7,875.00
PM0292 Kg 30.00 58.00 / Kg. 1,740.00
53,677.86
12-11-F-4-2 Cum 11.78 9204.00 /Cum 1,08,423.12
1,62,100.98 x 1% 1,621.01
Over Head excluding Tax (10%-4%) @6% 55,298.87 x 6 % 3,317.93
Contractor's Profit @10% 58,616.80 x 10 % 5,861.68
Labour Cess @1% 64,478.48 x 1 % 644.78
1,73,546.39
2,892.44
2,892.40
12-30
Note:-
Unit = Rmt
Taking output = 50.00 Rmt
Code Unit Qty. Amount
PL14 day 0.160 444.00 / Day 71.04
PL15 day 4.000 420.00 / Day 1,680.00
PMC106 hours 6.00 2173.22 / hours 13,039.32
PMC090 hours 6.00 1826.09 / hours 10,956.54
PM0215 Kg 160.00 81.00 / Kg. 12,960.00
PM0251 Kg 70.00 75.00 / Kg. 5,250.00
PM0292 Kg 40.00 58.00 / Kg. 2,320.00
M.S.shoes @ 35 Kg per pile of 15 m
Steel helmet and cushion block on top
of pile head during driving.
Add 1% for carriage of piles from casting yard to work site
and stacking, and other imponderables during installation.
1.The quantity of concrete required to be removed above the designed top level of
concrete, if any, will be provided for in the rate analysis.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hire and running charges of vibrating
pile driving hammer complete with
power unit and accessories.
Crane 40 T capacity
Material
C.I.shoes for the pile
Total Resource Cost
Sub-Item
RCC Grade M35
Cost For 60 Rmt
Rate per Rmt
Say Rs. Per Rmt
Hire and running charges of crane 20
tonne capacity.
Material
C.I.shoes for the pile
M.S.shoes @ 35 Kg per pile of 15 m
Steel helmet and cushion block on top
of pile head during driving.
Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as
per drawing and & Technical Specification (Pile Diameter=750 mm)
___________________________________________________________________________________________________Page no. 363 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
46,276.90
12-11-F-4-2 Cum 22.08 9204.00 /Cum 2,03,224.32
2,49,501.22 x 1% 2,495.01
Over Head excluding Tax (10%-4%) @6% 48,771.91 x 6 % 2,926.31
Contractor's Profit @10% 51,698.23 x 10 % 5,169.82
Labour Cess @1% 56,868.05 x 1 % 568.68
2,60,661.05
5,213.22
5,213.20
12-31
Note:-
Unit = Rmt
Taking output = 40.00 Rmt
Code Unit Qty. Amount
PL14 day 0.200 444.00 / Day 88.80
PL15 day 5.000 420.00 / Day 2,100.00
PMC106 hours 6.00 2173.22 / hours 13,039.32
PMC042 hours 6.00 2738.47 / hours 16,430.82
PM0215 Kg 160.00 81.00 / Kg. 12,960.00
PM0251 Kg 70.00 75.00 / Kg. 5,250.00
PM0292 Kg 50.00 58.00 / Kg. 2,900.00
52,768.94
12-11-F-4-2 Cum 31.40 9204.00 /Cum 2,89,005.60
3,41,774.54 x 1% 3,417.75
Over Head excluding Tax (10%-4%) @6% 56,186.69 x 6 % 3,371.20
Say Rs. Per Rmt
Total Resource Cost
Sub-Item
RCC Grade M35
Cost For 50 Rmt
Rate per Rmt
Add 1% for carriage of piles from casting yard to work site
and stacking, and other imponderables during installation.
Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as
per drawing and & Technical Specification (Pile Diameter=1000 mm)
1.The quantity of concrete required to be removed above the designed top level of
concrete, if any, will be provided for in the rate analysis.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hire and running charges of vibrating
pile driving hammer complete with
power unit and accessories.
Crane (a) 80 tonnes
Material
C.I.shoes for the pile
M.S.shoes @ 35 Kg per pile of 15 m
Steel helmet and cushion block on top
of pile head during driving.
Total Resource Cost
Sub-Item
RCC Grade M35
Add 1% for carriage of piles from casting yard to work site
and stacking, and other imponderables during installation.
___________________________________________________________________________________________________Page no. 364 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 59,557.89 x 10 % 5,955.79
Labour Cess @1% 65,513.68 x 1 % 655.14
3,55,174.41
8,879.36
8,879.40
12-32
Note:-
Unit = Rmt
Taking output = 60.00 Rmt
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL15 day 3.000 420.00 / Day 1,260.00
PMC106 hours 6.00 2173.22 / hours 13,039.32
PMC087 hours 6.00 1093.26 / hours 6,559.56
PM0215 Kg 240.00 81.00 / Kg. 19,440.00
PM0251 Kg 105.00 75.00 / Kg. 7,875.00
PM0292 Kg 30.00 58.00 / Kg. 1,740.00
49,967.16
12-11-F-4-2 Cum 5.40 9204.00 /Cum 49,701.60
99,668.76 x 1% 996.69
Over Head excluding Tax (10%-4%) @6% 50,963.85 x 6 % 3,057.83
Contractor's Profit @10% 54,021.68 x 10 % 5,402.17
Labour Cess @1% 59,423.85 x 1 % 594.24
1,09,719.68
1,828.66
1,828.70
Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as
per drawing and & Technical Specification (Size of pile - 300 mm x 300 mm)
Cost For 40 Rmt
Rate per Rmt
Say Rs. Per Rmt
1.The quantity of concrete required to be removed above the designed top level of
concrete, if any, will be provided for in the rate analysis.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hire and running charges of vibrating
pile driving hammer complete with
power unit and accessories.
Crane 10 tonne capacity
Material
C.I.shoes for the pile
M.S.shoes @ 35 Kg per pile of 15 m
Steel helmet and cushion block on top
of pile head during driving.
Total Resource Cost
Sub-Item
RCC Grade M35
Add 1% for carriage of piles from casting yard to work site
and stacking, and other imponderables during installation.
Cost For 60 Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 365 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-33
Note:-
Unit = Rmt
Taking output = 50.00 Rmt
Code Unit Qty. Amount
PL14 day 0.160 444.00 / Day 71.04
PL15 day 4.000 420.00 / Day 1,680.00
PMC106 hours 6.00 2173.22 / hours 13,039.32
PMC089 hours 6.00 1711.71 / hours 10,270.26
PM0215 Kg 160.00 81.00 / Kg. 12,960.00
PM0251 Kg 70.00 75.00 / Kg. 5,250.00
PM0292 Kg 30.00 58.00 / Kg. 1,740.00
45,010.62
12-11-F-4-2 Cum 12.50 9204.00 /Cum 1,15,050.00
1,60,060.62 x 1% 1,600.61
Over Head excluding Tax (10%-4%) @6% 46,611.23 x 6 % 2,796.67
Contractor's Profit @10% 49,407.90 x 10 % 4,940.79
Labour Cess @1% 54,348.69 x 1 % 543.49
1,69,942.18
3,398.84
3,398.80
12-34
Note:-
Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as
per drawing and & Technical Specification (Size of pile - 500 mm x 500 mm)
Driven precast vertical M35 grade R.C.C. piles excluding reinforcement complete as
per drawing and & Technical Specification (Size of pile - 750 mm x 750 mm)
1.The quantity of concrete required to be removed above the designed top level of
concrete, if any, will be provided for in the rate analysis.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hire and running charges of vibrating
pile driving hammer complete with
power unit and accessories.
Hire and running charges of crane 20
tonne capacity.
Material
C.I.shoes for the pile
M.S.shoes @ 35 Kg per pile of 15 m
Steel helmet and cushion block on top
of pile head during driving.
Total Resource Cost
Sub-Item
RCC Grade M35
Add 1% for carriage of piles from casting yard to work site
and stacking, and other imponderables during installation.
Cost For 50 Rmt
Rate per Rmt
Say Rs. Per Rmt
1.The quantity of concrete required to be removed above the designed top level of
concrete, if any, will be provided for in the rate analysis.
___________________________________________________________________________________________________Page no. 366 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Taking output = 40.00 Rmt
Code Unit Qty. Amount
PL14 day 0.180 444.00 / Day 79.92
PL15 day 4.500 420.00 / Day 1,890.00
PMC106 hours 6.00 2173.22 / hours 13,039.32
PMC089 hours 6.00 1711.71 / hours 10,270.26
PM0215 Kg 160.00 81.00 / Kg. 12,960.00
PM0251 Kg 70.00 75.00 / Kg. 5,250.00
PM0292 Kg 30.00 58.00 / Kg. 1,740.00
45,229.50
12-11-F-4-2 Cum 22.50 9204.00 /Cum 2,07,090.00
2,52,319.50 x 1% 2,523.20
Over Head excluding Tax (10%-4%) @6% 47,752.70 x 6 % 2,865.16
Contractor's Profit @10% 50,617.86 x 10 % 5,061.79
Labour Cess @1% 55,679.64 x 1 % 556.80
2,63,326.44
6,583.16
6,583.20
12-35
Unit = Rmt
Taking output = 70.00 Rmt
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL15 day 3.000 420.00 / Day 1,260.00
Driven vertical steel piles complete as per drawing and & Technical Specification
(Section of the pile - H Section steel column 400 x 250 mm (ISHB Series) )
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hire and running charges of vibrating
pile driving hammer complete with
power unit and accessories.
Hire and running charges of crane 20
tonne capacity.
Material
C.I.shoes for the pile
M.S.shoes @ 35 Kg per pile of 15 m
Steel helmet and cushion block on top
of pile head during driving.
Total Resource Cost
Sub-Item
RCC Grade M35
Add 1% for carriage of piles from casting yard to work site
and stacking, and other imponderables during installation.
Cost For 40 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
___________________________________________________________________________________________________Page no. 367 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC106 hours 6.00 2173.22 / hours 13,039.32
PMC087 hours 6.00 1093.26 / hours 6,559.56
PM0101 Tonne 6.04 56312.09 / MT 3,40,125.02
3,61,037.18 x 0.5% 1,805.19
3,62,842.37
Over Head excluding Tax (10%-4%) @6% 3,62,842.37 x 6 % 21,770.54
Contractor's Profit @10% 3,84,612.91 x 10 % 38,461.29
Labour Cess @1% 4,23,074.20 x 1 % 4,230.74
4,27,304.94
6,104.36
6,104.40
12-36
Unit = Rmt
Taking output = 60.00 Rmt
Code Unit Qty. Amount
PL14 day 0.140 444.00 / Day 62.16
PL15 day 3.500 420.00 / Day 1,470.00
PMC106 hours 6.00 2173.22 / hours 13,039.32
PMC087 hours 6.00 1093.26 / hours 6,559.56
PM0101 Tonne 5.83 56312.09 / MT 3,28,299.48
3,49,430.52 x 0.5% 1,747.15
3,51,177.68
Over Head excluding Tax (10%-4%) @6% 3,51,177.68 x 6 % 21,070.66
Driven vertical steel piles complete as per drawing and & Technical Specification
(Section of the pile - H Section steel column 450 x 250 mm (ISHB Series) )
Crane 10 tonne capacity
Material
Total Resource Cost
Add 0.5 per cent of all for providing steel helmet on top of
pile head during driving, stacking of piles at site, providing
anti-corrosion treatment and other imponderables during
installation.
Cost For 70 Rmt
Rate per Rmt
Say Rs. Per Rmt
Structural Steel (E 250)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Hire and running charges of vibrating
pile driving hammer complete with
power unit and accessories.
Crane 10 tonne capacity
Material
Structural Steel (E 250)
Add 0.5 per cent of all for providing steel helmet on top of
pile head during driving, stacking of piles at site, providing
anti-corrosion treatment and other imponderables during
installation.
Total Resource Cost
Hire and running charges of vibrating
pile driving hammer complete with
power unit and accessories.
___________________________________________________________________________________________________Page no. 368 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 3,72,248.34 x 10 % 37,224.83
Labour Cess @1% 4,09,473.17 x 1 % 4,094.73
4,13,567.90
6,892.80
6,892.80
12-37
12-37-A 300.00 Per Tonne
12-37-B 5000.00 Per Tonne
12-38
12-38-A
12-38-A-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.900 444.00 / Day 399.60
PL15 day 21.000 420.00 / Day 8,820.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 5.12 7512.09 / MT 38,461.90
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,09,339.68
1,09,339.68 x 4% 4,373.59
Over Head excluding Tax (10%-4%) @6% 1,13,713.27 x 6 % 6,822.80
Contractor's Profit @10% 1,20,536.07 x 10 % 12,053.61
Labour Cess @1% 1,32,589.67 x 1 % 1,325.90
1,33,915.57
8,927.70
Pile load test on single vertical pile in accordance with IS:2911(Part-IV)
(Although, this item is incidental to work and is not required to be included in BOQ of
contract, the same is required to be added in the estimate to assess cost of work.)
Cement concrete for reinforced concrete in pile cap complete as per drawing and
Technical Specification
Cost For 60 Rmt
Rate per Rmt
Say Rs. Per Rmt
Mason 1st class
Beldar/mazdoor (unskilled)
Initial and routine load test
Lateral load test
RCC Grade M20
Using concrete mixer
Resource Rate
Labour
Mate
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 15 Cum
Rate per Cum
___________________________________________________________________________________________________Page no. 369 of 477
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. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
8,927.70
12-38-A-2
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 0.380 600.00 / Day 228.00
PL14 day 0.160 444.00 / Day 71.04
PL15 day 3.500 420.00 / Day 1,470.00
PMC012 hours 0.75 1316.70 / hours 987.53
PMC037 hours 0.75 3130.82 / hours 2,348.12
PMC039 hours 0.75 292.60 / hours 219.45
PMC070 hours 2.00 1302.07 / hours 2,604.14
PMC071 MT.KM 375.00 4.39 / MT.Km 1,646.25
PMC096 hours 0.75 1097.25 / hours 822.94
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 5.12 7512.09 / MT 38,461.90
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,05,444.00
1,05,444.00 x 4% 4,217.76
Over Head excluding Tax (10%-4%) @6% 1,09,661.76 x 6 % 6,579.71
Contractor's Profit @10% 1,16,241.47 x 10 % 11,624.15
Labour Cess @1% 1,27,865.61 x 1 % 1,278.66
1,29,144.27
8,609.62
8,609.60
12-38-B
12-38-B-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
Total Resource Cost
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
RCC Grade M25
Using concrete Mixer
Resource Rate
Labour
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Say Rs. Per Cum
With Batching Plant, Transit Mixer and Concrete Pump
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
___________________________________________________________________________________________________Page no. 370 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.900 444.00 / Day 399.60
PL15 day 21.000 420.00 / Day 8,820.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 5.99 7512.09 / MT 44,997.42
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,15,875.20
1,15,875.20 x 4% 4,635.01
Over Head excluding Tax (10%-4%) @6% 1,20,510.21 x 6 % 7,230.61
Contractor's Profit @10% 1,27,740.82 x 10 % 12,774.08
Labour Cess @1% 1,40,514.90 x 1 % 1,405.15
1,41,920.05
9,461.34
9,461.30
12-38-B-2
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 0.380 600.00 / Day 228.00
PL14 day 0.160 444.00 / Day 71.04
PL15 day 3.500 420.00 / Day 1,470.00
PMC012 hours 0.75 1316.70 / hours 987.53
PMC037 hours 0.75 3130.82 / hours 2,348.12
PMC039 hours 0.75 292.60 / hours 219.45
PMC070 hours 2.00 1302.07 / hours 2,604.14
PMC071 MT.KM 375.00 4.39 / MT.Km 1,646.25
PMC010 hours 0.75 1170.40 / hours 877.80
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
With Batching Plant, Transit Mixer and Concrete Pump
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Electric generator set, 125 KVA
Material
___________________________________________________________________________________________________Page no. 371 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 5.99 7512.09 / MT 44,997.42
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,12,034.38
1,12,034.38 x 4% 4,481.38
Over Head excluding Tax (10%-4%) @6% 1,16,515.76 x 6 % 6,990.95
Contractor's Profit @10% 1,23,506.70 x 10 % 12,350.67
Labour Cess @1% 1,35,857.37 x 1 % 1,358.57
1,37,215.95
9,147.73
9,147.70
12-38-C
12-38-C-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.900 444.00 / Day 399.60
PL15 day 21.000 420.00 / Day 8,820.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 6.10 7512.09 / MT 45,823.75
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,16,701.53
1,16,701.53 x 4 % 4,668.06
Over Head excluding Tax (10%-4%) @6% 1,21,369.59 x 6 % 7,282.18
Contractor's Profit @10% 1,28,651.77 x 10 % 12,865.18
Labour Cess @1% 1,41,516.95 x 1 % 1,415.17
1,42,932.11
RCC Grade M30
Using Concrete Mixer
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 15 Cum
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 372 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
9,528.81
9,528.80
12-38-C-2
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 0.380 600.00 / Day 228.00
PL14 day 0.160 444.00 / Day 71.04
PL15 day 3.500 420.00 / Day 1,470.00
PMC012 hours 0.75 1316.70 / hours 987.53
PMC037 hours 0.75 3130.82 / hours 2,348.12
PMC039 hours 0.75 292.60 / hours 219.45
PMC070 hours 2.00 1302.07 / hours 2,604.14
PMC071 MT.KM 375.00 4.39 / MT.Km 1,646.25
PMC096 hours 0.75 1097.25 / hours 822.94
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 6.10 7512.09 / MT 45,823.75
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,12,805.85
1,12,805.85 x 4% 4,512.23
Over Head excluding Tax (10%-4%) @6% 1,17,318.08 x 6 % 7,039.08
Contractor's Profit @10% 1,24,357.17 x 10 % 12,435.72
Labour Cess @1% 1,36,792.88 x 1 % 1,367.93
1,38,160.81
9,210.72
9,210.70
12-38-D
12-38-D-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
Rate per Cum
Say Rs. Per Cum
Using Batching Plant, Transit Mixer and Concrete Pump
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
RCC Grade M35
Using Concrete Mixer
Resource Rate
___________________________________________________________________________________________________Page no. 373 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.900 444.00 / Day 399.60
PL15 day 21.000 420.00 / Day 8,820.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 6.33 7512.09 / MT 47,551.53
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,18,429.31
1,18,429.31 x 4% 4,737.17
Over Head excluding Tax (10%-4%) @6% 1,23,166.48 x 6 % 7,389.99
Contractor's Profit @10% 1,30,556.47 x 10 % 13,055.65
Labour Cess @1% 1,43,612.12 x 1 % 1,436.12
1,45,048.24
9,669.88
9,669.90
12-38-D-2
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 0.380 600.00 / Day 228.00
PL14 day 0.160 444.00 / Day 71.04
PL15 day 3.500 420.00 / Day 1,470.00
PMC012 hours 0.75 1316.70 / hours 987.53
PMC037 hours 0.75 3130.82 / hours 2,348.12
PMC039 hours 0.75 292.60 / hours 219.45
PMC070 hours 2.00 1302.07 / hours 2,604.14
PMC071 MT.KM 375.00 4.39 / MT.Km 1,646.25
PMC010 hours 0.75 1170.40 / hours 877.80
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Using Batching Plant, Transit Mixer and Concrete Pump
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Electric generator set, 125 KVA
Material
___________________________________________________________________________________________________Page no. 374 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 6.33 7512.09 / MT 47,551.53
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,14,588.49
1,14,588.49 x 4% 4,583.54
Over Head excluding Tax (10%-4%) @6% 1,19,172.03 x 6 % 7,150.32
Contractor's Profit @10% 1,26,322.35 x 10 % 12,632.24
Labour Cess @1% 1,38,954.59 x 1 % 1,389.55
1,40,344.14
9,356.28
9,356.30
12-39
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 1.35 3370.83 / Cum 4,550.62
PM0016 Cum 4.05 3370.83 / Cum 13,651.86
PM0017 Cum 8.10 1472.00 / Cum 11,923.20
PM0049 Tonne 4.13 7512.09 / MT 31,024.93
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
86,084.43
Over Head excluding Tax (10%-4%) @6% 86,084.43 x 6 % 5,165.07
Contractor's Profit @10% 91,249.50 x 10 % 9,124.95
Labour Cess @1% 1,00,374.45 x 1 % 1,003.74
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Formwork @ 4 per cent on cost of concrete i.e. cost of
material, labour and machinery
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Levelling course for Pile cap
Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Aggregate (Single size) : 20 mm
nominal size
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 40 mm
nominal size
Cement
Sand (Coarse)
Total Resource Cost
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
___________________________________________________________________________________________________Page no. 375 of 477
. SOR :- MORT&H Year :- FY. 2021-22
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,01,378.19
6,758.55
6,758.50
12-40
Unit = Tonne
Taking output = 1 Tonne
Code Unit Qty. Amount
PL03 day 2.000 600.00 / Day 1,200.00
PL14 day 0.400 444.00 / Day 177.60
PL15 day 6.000 420.00 / Day 2,520.00
PM0036 Kg 6.00 93.00 / Kg. 558.00
PM0127 Tonne 1.05 58912.09 / M.T. 61,857.69
66,313.29
Over Head excluding Tax (10%-4%) @6% 66,313.29 x 6 % 3,978.80
Contractor's Profit @10% 70,292.09 x 10 % 7,029.21
Labour Cess @1% 77,321.30 x 1 % 773.21
78,094.51
78,094.51
78,094.50
12-41
Unit = Tonne
Taking output = 1 Tonne
Code Unit Qty. Amount
PL03 day 2.250 600.00 / Day 1,350.00
PL14 day 0.430 444.00 / Day 190.92
PL15 day 6.500 420.00 / Day 2,730.00
PM0036 Kg 6.00 93.00 / Kg. 558.00
PM0128 Tonne 1.05 43500.09 / M.T. 45,675.09
50,504.01
Over Head excluding Tax (10%-4%) @6% 50,504.01 x 6 % 3,030.24
Contractor's Profit @10% 53,534.26 x 10 % 5,353.43
Labour Cess @1% 58,887.68 x 1 % 588.88
59,476.56
Supplying, fitting and placing un-coated Mild steel reinforcement complete in
foundation as per drawing and technical specification
Material
Binding wire
Steel Reinforcement (HYSD Bars) -Fe
500/500D
Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation
complete as per drawing and technical specifications
Total Resource Cost
Cost For 1 Tonne
Rate per Tonne
Say Rs. Per Tonne
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Material
Binding wire
Steel Reinforcement (MS Round Bars)-
Fe 415
Total Resource Cost
Cost For 1 Tonne
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 376 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
59,476.56
59,476.60
Rate per Tonne
Say Rs. Per Tonne
___________________________________________________________________________________________________Page no. 377 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 13 - SUB-STRUCTURE (Items for Bridges, Additional Overhead must be Added as per Note in Index Page)
13-1
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.060 444.00 / Day 26.64
PL12 day 0.800 600.00 / Day 480.00
PL15 day 0.800 420.00 / Day 336.00
PM0048 No. 500.00 9936.27 / 1000 Nos 4,968.14
5,810.78
12-6-A Cum 0.24 7007.40 /Cum 1,681.78
Add for scaffolding @ 5 per cent 7,492.55 x 5% 374.63
Over Head excluding Tax (10%-4%) @6% 6,185.40 x 6 % 371.12
Contractor's Profit @10% 6,556.53 x 10 % 655.65
Labour Cess @1% 7,212.18 x 1 % 72.12
8,966.08
8,966.08
8,966.10
13-2
Unit = Sqm
Taking output = 10 Sqm
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL12 day 0.500 600.00 / Day 300.00
PL15 day 0.500 420.00 / Day 210.00
527.76
12-6-A Cum 0.03 7007.40 /Cum 210.22
Over Head excluding Tax (10%-4%) @6% 527.76 x 6 % 31.67
Contractor's Profit @10% 559.43 x 10 % 55.94
Labour Cess @1% 615.37 x 1 % 6.15
831.74
83.17
83.20
Brick masonry work in 1:3 in sub-structure complete excluding pointing and
plastering, as per drawing and technical specifications
Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical
specifications
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Brick
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Mason 1st class
Sub-Item
Cement Mortar 1:3
Resource Rate
Labour
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Total Resource Cost
Sub-Item
Cement Mortar 1:3
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
___________________________________________________________________________________________________Page no. 378 of 477
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
13-3
Unit = Sqm
Taking output = 10 Sqm
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL12 day 0.500 600.00 / Day 300.00
PL15 day 0.500 420.00 / Day 210.00
527.76
12-6-A Cum 0.144 7007.40 /Cum 1,009.07
Over Head excluding Tax (10%-4%) @6% 527.76 x 6 % 31.67
Contractor's Profit @10% 559.43 x 10 % 55.94
Labour Cess @1% 615.37 x 1 % 6.15
1,630.59
163.06
163.10
13-4
13-4-A
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.100 444.00 / Day 44.40
PL12 day 1.200 600.00 / Day 720.00
PL15 day 1.200 420.00 / Day 504.00
PM0047 No. 7.00 23.22 / Nos. 162.54
PM0136 Cum 1.00 476.22 / Cum 476.22
1,907.16
12-6-A Cum 0.33 7007.40 /Cum 2,312.44
Add for scaffolding @ 5 per cent 4,219.60 x 5% 210.98
Over Head excluding Tax (10%-4%) @6% 2,118.14 x 6 % 127.09
Contractor's Profit @10% 2,245.23 x 10 % 224.52
Labour Cess @1% 2,469.75 x 1 % 24.70
4,806.89
4,806.89
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical
specifications
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing
and Technical Specifications
Random Rubble Masonry
Stone for Random Rubble Masonry
Resource Rate
Labour
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Total Resource Cost
Sub-Item
Cement Mortar 1:3
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Material
Bond stone (400 mm x 150 mm x 150
mm)
Total Resource Cost
Sub-Item
Cement Mortar 1:3
Cost For 1 Cum
Rate per Cum
___________________________________________________________________________________________________Page no. 379 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
4,806.90
13-4-B
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.120 444.00 / Day 53.28
PL12 day 1.500 600.00 / Day 900.00
PL15 day 1.500 420.00 / Day 630.00
PM0047 No. 7.00 23.22 / Nos. 162.54
PM0134 Cum 1.10 1320.00 / Cum 1,452.00
3,197.82
12-6-A Cum 0.30 7007.40 /Cum 2,102.22
Add for scaffolding @ 5 per cent 5,300.04 x 5% 265.00
Over Head excluding Tax (10%-4%) @6% 3,462.82 x 6 % 207.77
Contractor's Profit @10% 3,670.59 x 10 % 367.06
Labour Cess @1% 4,037.65 x 1 % 40.38
6,180.25
6,180.25
6,180.20
13-4-C
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.200 444.00 / Day 88.80
PL12 day 2.500 600.00 / Day 1,500.00
PL15 day 2.500 420.00 / Day 1,050.00
PM0047 No. 7.00 23.22 / Nos. 162.54
PM0134 Cum 1.10 1320.00 / Cum 1,452.00
4,253.34
12-6-A Cum 0.33 7007.40 /Cum 2,312.44
Say Rs. Per Cum
Resource Rate
Labour
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Material
Bond stone (400 mm x 150 mm x 150
mm)
Stone for Coarse Rubble Masonry 1st
Sort
Total Resource Cost
Sub-Item
Cement Mortar 1:3
Coursed rubble masonry (first sort )
Say Rs. Per Cum
Resource Rate
Labour
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Material
Bond stone (400 mm x 150 mm x 150
mm)
Stone for Coarse Rubble Masonry 1st
Sort
Ashlar masonry ( first sort ) (Plain Ashlar)
Total Resource Cost
Sub-Item
Cement Mortar 1:3
Cost For 1 Cum
Rate per Cum
___________________________________________________________________________________________________Page no. 380 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Add for scaffolding @ 5 per cent 6,565.78 x 5% 328.29
Over Head excluding Tax (10%-4%) @6% 4,581.63 x 6 % 274.90
Contractor's Profit @10% 4,856.53 x 10 % 485.65
Labour Cess @1% 5,342.18 x 1 % 53.42
7,708.04
7,708.04
7,708.00
13-5
Note:-
13-5-A
13-5-A-P
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-A 86,084.43
86,084.43 x 10% 8,608.44
Over Head excluding Tax (10%-4%) @6% 94,692.87 x 6 % 5,681.57
Contractor's Profit @10% 1,00,374.45 x 10 % 10,037.44
Labour Cess @1% 1,10,411.89 x 1 % 1,104.12
1,11,516.01
7,434.40
7,434.40
13-5-B
13-5-B-P
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-B 98,948.72
98,948.72 x 10% 9,894.87
Over Head excluding Tax (10%-4%) @6% 1,08,843.60 x 6 % 6,530.62
Contractor's Profit @10% 1,15,374.21 x 10 % 11,537.42
Labour Cess @1% 1,26,911.63 x 1 % 1,269.12
1,28,180.75
8,545.38
8,545.40
Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Add 10 per cent for Formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
PCC Grade M20
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
1. Vibrator is a part of minor T & P which is already included in overhead
charges of the contractor.
2. Where ever concrete is carried out using batching plant, transit mixer,
concrete pump, Admixtures @ 0.4 per cent of weight of cement may be
added for achieving desired slump of concrete.
Height upto 5m
Resource Rate
PCC Grade M15
Plain/Reinforced cement concrete in sub-structure complete as per drawing and
technical specifications
Cost Excluding Cost of formwork
Height upto 5m
Resource
___________________________________________________________________________________________________Page no. 381 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
13-5-C
13-5-C-P
13-5-C-P-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-D-1 1,05,183.76
1,05,183.76 x 10% 10,518.38
Over Head excluding Tax (10%-4%) @6% 1,15,702.14 x 6 % 6,942.13
Contractor's Profit @10% 1,22,644.26 x 10 % 12,264.43
Labour Cess @1% 1,34,908.69 x 1 % 1,349.09
1,36,257.78
9,083.85
9,083.90
13-5-C-P-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-D-2 8,08,310.63
8,08,310.63 x 10% 80,831.06
Over Head excluding Tax (10%-4%) @6% 8,89,141.69 x 6 % 53,348.50
Contractor's Profit @10% 9,42,490.19 x 10 % 94,249.02
Labour Cess @1% 10,36,739.21 x 1 % 10,367.39
10,47,106.61
8,725.89
8,725.90
13-5-C-Q
13-5-C-Q-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-D-1 1,05,183.76
1,05,183.76 x 12% 12,622.05
1,05,183.76 x 2% 2,103.68
Over Head excluding Tax (10%-4%) @6% 1,19,909.49 x 6 % 7,194.57
Contractor's Profit @10% 1,27,104.06 x 10 % 12,710.41
Labour Cess @1% 1,39,814.46 x 1 % 1,398.14
1,41,212.61
9,414.17
With Batching Plant, Transit Mixer and Concrete Pump
Height 5m to 10m
Using concrete Mixer
Resource Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Rate
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 2 per cent for Extra Lift
Cost For 15 Cum
Rate per Cum
Add 12 per cent for Formwork
Resource
PCC Grade M25
Height upto 5m
Using concrete Mixer
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
___________________________________________________________________________________________________Page no. 382 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
9,414.20
13-5-C-Q-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-D-2 8,08,310.63
8,08,310.63 x 12% 96,997.28
8,08,310.63 x 2% 16,166.21
Over Head excluding Tax (10%-4%) @6% 9,21,474.12 x 6 % 55,288.45
Contractor's Profit @10% 9,76,762.56 x 10 % 97,676.26
Labour Cess @1% 10,74,438.82 x 1 % 10,744.39
10,85,183.21
9,043.19
9,043.20
13-5-C-R
13-5-C-R-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-D-1 1,05,183.76
1,05,183.76 x 15% 15,777.56
1,05,183.76 x 4% 4,207.35
Over Head excluding Tax (10%-4%) @6% 1,25,168.67 x 6 % 7,510.12
Contractor's Profit @10% 1,32,678.79 x 10 % 13,267.88
Labour Cess @1% 1,45,946.67 x 1 % 1,459.47
1,47,406.14
9,827.08
9,827.10
13-5-C-R-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-D-2 8,08,310.63
8,08,310.63 x 15% 1,21,246.59
8,08,310.63 x 4% 32,332.43
Over Head excluding Tax (10%-4%) @6% 9,61,889.65 x 6 % 57,713.38
Contractor's Profit @10% 10,19,603.03 x 10 % 1,01,960.30
Labour Cess @1% 11,21,563.33 x 1 % 11,215.63
11,32,778.96
With Batching Plant, Transit Mixer and Concrete Pump
Height above 10m
Using concrete Mixer
With Batching Plant, Transit Mixer and Concrete Pump
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 12 per cent for Formwork
Add 2 per cent for Extra Lift
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 15 per cent for Formwork
Add 4 per cent for Extra Lift
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Rate
Cost Excluding Cost of formwork
Add 15 per cent for Formwork
Add 4 per cent for Extra Lift
Resource
Cost For 120 Cum
___________________________________________________________________________________________________Page no. 383 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
9,439.82
9,439.80
13-5-D
13-5-D-P
13-5-D-P-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-F-1 1,05,859.85
1,05,859.85 x 10% 10,585.98
Over Head excluding Tax (10%-4%) @6% 1,16,445.83 x 6 % 6,986.75
Contractor's Profit @10% 1,23,432.58 x 10 % 12,343.26
Labour Cess @1% 1,35,775.84 x 1 % 1,357.76
1,37,133.60
9,142.24
9,142.20
13-5-D-P-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-F-2 8,13,193.49
8,13,193.49 x 10% 81,319.35
Over Head excluding Tax (10%-4%) @6% 8,94,512.84 x 6 % 53,670.77
Contractor's Profit @10% 9,48,183.61 x 10 % 94,818.36
Labour Cess @1% 10,43,001.97 x 1 % 10,430.02
10,53,431.99
8,778.60
8,778.60
13-5-D-Q
13-5-D-Q-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-F-1 1,05,859.85
1,05,859.85 x 12% 12,703.18
1,05,859.85 x 2% 2,117.20
Over Head excluding Tax (10%-4%) @6% 1,20,680.23 x 6 % 7,240.81
Contractor's Profit @10% 1,27,921.04 x 10 % 12,792.10
Labour Cess @1% 1,40,713.14 x 1 % 1,407.13
PCC Grade M30
With Batching Plant, Transit Mixer and Concrete Pump
Height 5m to 10m
Using concrete Mixer
Resource Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 12 per cent for Formwork
Add 2 per cent for Extra Lift
Rate per Cum
Say Rs. Per Cum
Height upto 5m
Using concrete Mixer
___________________________________________________________________________________________________Page no. 384 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,42,120.28
9,474.69
9,474.70
13-5-D-Q-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-F-2 8,13,193.49
8,13,193.49 x 12% 97,583.22
8,13,193.49 x 2% 16,263.87
Over Head excluding Tax (10%-4%) @6% 9,27,040.58 x 6 % 55,622.43
Contractor's Profit @10% 9,82,663.01 x 10 % 98,266.30
Labour Cess @1% 10,80,929.31 x 1 % 10,809.29
10,91,738.61
9,097.82
9,097.80
13-5-D-R
13-5-D-R-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-F-1 1,05,859.85
1,05,859.85 x 15% 15,878.98
1,05,859.85 x 4% 4,234.39
Over Head excluding Tax (10%-4%) @6% 1,25,973.22 x 6 % 7,558.39
Contractor's Profit @10% 1,33,531.61 x 10 % 13,353.16
Labour Cess @1% 1,46,884.77 x 1 % 1,468.85
1,48,353.62
9,890.24
9,890.20
13-5-D-R-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-F-2 8,13,193.49
8,13,193.49 x 15% 1,21,979.02
8,13,193.49 x 4% 32,527.74
Over Head excluding Tax (10%-4%) @6% 9,67,700.25 x 6 % 58,062.02
Contractor's Profit @10% 10,25,762.27 x 10 % 1,02,576.23
Resource
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 15 per cent for Formwork
Add 4 per cent for Extra Lift
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Rate
Cost Excluding Cost of formwork
Add 15 per cent for Formwork
Add 4 per cent for Extra Lift
Using concrete Mixer
With Batching Plant, Transit Mixer and Concrete Pump
Height above 10m
With Batching Plant, Transit Mixer and Concrete Pump
Resource
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Rate
Cost Excluding Cost of formwork
Add 12 per cent for Formwork
Add 2 per cent for Extra Lift
___________________________________________________________________________________________________Page no. 385 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 11,28,338.49 x 1 % 11,283.38
11,39,621.88
9,496.85
9,496.80
13-5-E
13-5-E-P
13-5-E-P-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-C-1 1,09,578.01
1,09,578.01 x 10% 10,957.80
Over Head excluding Tax (10%-4%) @6% 1,20,535.81 x 6 % 7,232.15
Contractor's Profit @10% 1,27,767.96 x 10 % 12,776.80
Labour Cess @1% 1,40,544.76 x 1 % 1,405.45
1,41,950.20
9,463.35
9,463.30
13-5-E-P-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-C-2 8,43,089.04
8,43,089.04 x 10% 84,308.90
Over Head excluding Tax (10%-4%) @6% 9,27,397.94 x 6 % 55,643.88
Contractor's Profit @10% 9,83,041.82 x 10 % 98,304.18
Labour Cess @1% 10,81,346.00 x 1 % 10,813.46
10,92,159.46
9,101.33
9,101.30
13-5-E-Q
13-5-E-Q-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-C-1 1,09,578.01
1,09,578.01 x 12% 13,149.36
1,09,578.01 x 2% 2,191.56
Over Head excluding Tax (10%-4%) @6% 1,24,918.93 x 6 % 7,495.14
Resource
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Height upto 5m
Using concrete Mixer
With Batching Plant, Transit Mixer and Concrete Pump
Height 5m to 10m
Using concrete Mixer
Resource Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 12 per cent for Formwork
Add 2 per cent for Extra Lift
RCC Grade M20
___________________________________________________________________________________________________Page no. 386 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 1,32,414.07 x 10 % 13,241.41
Labour Cess @1% 1,45,655.48 x 1 % 1,456.55
1,47,112.03
9,807.47
9,807.50
13-5-E-Q-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-C-2 8,43,089.04
8,43,089.04 x 12% 1,01,170.68
8,43,089.04 x 2% 16,861.78
Over Head excluding Tax (10%-4%) @6% 9,61,121.50 x 6 % 57,667.29
Contractor's Profit @10% 10,18,788.80 x 10 % 1,01,878.88
Labour Cess @1% 11,20,667.67 x 1 % 11,206.68
11,31,874.35
9,432.29
9,432.30
13-5-E-R
13-5-E-R-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-C-1 1,09,578.01
1,09,578.01 x 15% 16,436.70
1,09,578.01 x 4% 4,383.12
Over Head excluding Tax (10%-4%) @6% 1,30,397.83 x 6 % 7,823.87
Contractor's Profit @10% 1,38,221.70 x 10 % 13,822.17
Labour Cess @1% 1,52,043.87 x 1 % 1,520.44
1,53,564.31
10,237.62
10,237.60
13-5-E-R-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-C-2 8,43,089.04
8,43,089.04 x 15% 1,26,463.36
8,43,089.04 x 4% 33,723.56
Cost Excluding Cost of formwork
Add 12 per cent for Formwork
Add 2 per cent for Extra Lift
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 15 per cent for Formwork
Add 4 per cent for Extra Lift
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 15 per cent for Formwork
Add 4 per cent for Extra Lift
Resource
Height above 10m
Using concrete Mixer
With Batching Plant, Transit Mixer and Concrete Pump
With Batching Plant, Transit Mixer and Concrete Pump
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Rate
___________________________________________________________________________________________________Page no. 387 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 10,03,275.96 x 6 % 60,196.56
Contractor's Profit @10% 10,63,472.51 x 10 % 1,06,347.25
Labour Cess @1% 11,69,819.77 x 1 % 11,698.20
11,81,517.96
9,845.98
9,846.00
13-5-F
13-5-F-P
13-5-F-P-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-E-1 1,15,888.17
1,15,888.17 x 10% 11,588.82
Over Head excluding Tax (10%-4%) @6% 1,27,476.98 x 6 % 7,648.62
Contractor's Profit @10% 1,35,125.60 x 10 % 13,512.56
Labour Cess @1% 1,48,638.16 x 1 % 1,486.38
1,50,124.54
10,008.30
10,008.30
13-5-F-P-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-E-2 8,93,570.28
8,93,570.28 x 10% 89,357.03
Over Head excluding Tax (10%-4%) @6% 9,82,927.31 x 6 % 58,975.64
Contractor's Profit @10% 10,41,902.95 x 10 % 1,04,190.30
Labour Cess @1% 11,46,093.25 x 1 % 11,460.93
11,57,554.18
9,646.28
9,646.30
13-5-F-Q
13-5-F-Q-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-E-1 1,15,888.17
1,15,888.17 x 11.80% 13,674.80
With Batching Plant, Transit Mixer and Concrete Pump
Using concrete Mixer
Resource Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 11.80 per cent for Formwork
Height 5m to 10m
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
RCC Grade M25
Height upto 5m
Using concrete Mixer
___________________________________________________________________________________________________Page no. 388 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,15,888.17 x 1.80% 2,085.99
Over Head excluding Tax (10%-4%) @6% 1,31,648.96 x 6 % 7,898.94
Contractor's Profit @10% 1,39,547.90 x 10 % 13,954.79
Labour Cess @1% 1,53,502.68 x 1 % 1,535.03
1,55,037.71
10,335.85
10,335.80
13-5-F-Q-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-E-2 8,93,570.28
8,93,570.28 x 11.80% 1,05,441.29
8,93,570.28 x 1.80% 16,084.27
Over Head excluding Tax (10%-4%) @6% 10,15,095.84 x 6 % 60,905.75
Contractor's Profit @10% 10,76,001.59 x 10 % 1,07,600.16
Labour Cess @1% 11,83,601.75 x 1 % 11,836.02
11,95,437.77
9,961.98
9,962.00
13-5-F-R
13-5-F-R-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-E-1 1,15,888.17
1,15,888.17 x 15% 17,383.23
1,15,888.17 x 4% 4,635.53
Over Head excluding Tax (10%-4%) @6% 1,37,906.92 x 6 % 8,274.42
Contractor's Profit @10% 1,46,181.33 x 10 % 14,618.13
Labour Cess @1% 1,60,799.47 x 1 % 1,607.99
1,62,407.46
10,827.16
10,827.20
13-5-F-R-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-E-2 8,93,570.28
With Batching Plant, Transit Mixer and Concrete Pump
Height above 10m
Using concrete Mixer
With Batching Plant, Transit Mixer and Concrete Pump
Add 1.80 per cent for Extra Lift
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Rate
Cost Excluding Cost of formwork
Add 11.80 per cent for Formwork
Add 1.80 per cent for Extra Lift
Cost For 120 Cum
Rate per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 15 per cent for Formwork
Add 4 per cent for Extra Lift
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Rate
Cost Excluding Cost of formwork
Resource
Say Rs. Per Cum
Resource
___________________________________________________________________________________________________Page no. 389 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
8,93,570.28 x 15% 1,34,035.54
8,93,570.28 x 4% 35,742.81
Over Head excluding Tax (10%-4%) @6% 10,63,348.64 x 6 % 63,800.92
Contractor's Profit @10% 11,27,149.56 x 10 % 1,12,714.96
Labour Cess @1% 12,39,864.51 x 1 % 12,398.65
12,52,263.16
10,435.53
10,435.50
13-5-G
13-5-G-P
13-5-G-P-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-G-1 1,16,263.77
1,16,263.77 x 10% 11,626.38
Over Head excluding Tax (10%-4%) @6% 1,27,890.15 x 6 % 7,673.41
Contractor's Profit @10% 1,35,563.56 x 10 % 13,556.36
Labour Cess @1% 1,49,119.91 x 1 % 1,491.20
1,50,611.11
10,040.74
10,040.70
13-5-G-P-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-G-2 8,96,725.36
8,96,725.36 x 10% 89,672.54
Over Head excluding Tax (10%-4%) @6% 9,86,397.90 x 6 % 59,183.87
Contractor's Profit @10% 10,45,581.77 x 10 % 1,04,558.18
Labour Cess @1% 11,50,139.95 x 1 % 11,501.40
11,61,641.35
9,680.34
9,680.30
13-5-G-Q
13-5-G-Q-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
Resource Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Using concrete Mixer
With Batching Plant, Transit Mixer and Concrete Pump
Height 5m to 10m
Using concrete Mixer
Resource Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
RCC Grade M30
Height upto 5m
Add 15 per cent for Formwork
Add 4 per cent for Extra Lift
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 390 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
12-8-G-1 1,16,263.77
1,16,263.77 x 11.50% 13,370.33
1,16,263.77 x 1.80% 2,092.75
Over Head excluding Tax (10%-4%) @6% 1,31,726.85 x 6 % 7,903.61
Contractor's Profit @10% 1,39,630.46 x 10 % 13,963.05
Labour Cess @1% 1,53,593.51 x 1 % 1,535.94
1,55,129.45
10,341.96
10,342.00
13-5-G-Q-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-G-2 8,96,725.36
8,96,725.36 x 11.50% 1,03,123.42
8,96,725.36 x 1.80% 16,141.06
Over Head excluding Tax (10%-4%) @6% 10,15,989.84 x 6 % 60,959.39
Contractor's Profit @10% 10,76,949.23 x 10 % 1,07,694.92
Labour Cess @1% 11,84,644.15 x 1 % 11,846.44
11,96,490.59
9,970.75
9,970.80
13-5-G-R
13-5-G-R-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-G-1 1,16,263.77
1,16,263.77 x 14% 16,276.93
1,16,263.77 x 3.50% 4,069.23
Over Head excluding Tax (10%-4%) @6% 1,36,609.93 x 6 % 8,196.60
Contractor's Profit @10% 1,44,806.53 x 10 % 14,480.65
Labour Cess @1% 1,59,287.18 x 1 % 1,592.87
1,60,880.05
10,725.34
10,725.30
13-5-G-R-2
Unit = Cum
Taking output = 120 Cum
Resource Rate
Cost Excluding Cost of formwork
Add 14 per cent for Formwork
Add 3.5 per cent for Extra Lift
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
With Batching Plant, Transit Mixer and Concrete Pump
Height above 10m
Using concrete Mixer
With Batching Plant, Transit Mixer and Concrete Pump
Cost Excluding Cost of formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Add 11.50 per cent for Formwork
Add 1.80 per cent for Extra Lift
Resource Rate
Cost Excluding Cost of formwork
Add 11.50 per cent for Formwork
Add 1.80 per cent for Extra Lift
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 391 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
12-8-G-2 8,96,725.36
8,96,725.36 x 14% 1,25,541.55
8,96,725.36 x 3.50% 31,385.39
Over Head excluding Tax (10%-4%) @6% 10,53,652.30 x 6 % 63,219.14
Contractor's Profit @10% 11,16,871.44 x 10 % 1,11,687.14
Labour Cess @1% 12,28,558.58 x 1 % 12,285.59
12,40,844.17
10,340.37
10,340.40
13-5-H
13-5-H-P
13-5-H-P-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-H-1 1,17,991.55
1,17,991.55 x 10% 11,799.16
Over Head excluding Tax (10%-4%) @6% 1,29,790.71 x 6 % 7,787.44
Contractor's Profit @10% 1,37,578.15 x 10 % 13,757.81
Labour Cess @1% 1,51,335.96 x 1 % 1,513.36
1,52,849.32
10,189.95
10,190.00
13-5-H-P-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-H-2 9,10,547.61
9,10,547.61 x 10% 91,054.76
Over Head excluding Tax (10%-4%) @6% 10,01,602.37 x 6 % 60,096.14
Contractor's Profit @10% 10,61,698.51 x 10 % 1,06,169.85
Labour Cess @1% 11,67,868.36 x 1 % 11,678.68
11,79,547.05
9,829.56
9,829.60
13-5-H-Q
13-5-H-Q-1
Unit = Cum
Using concrete Mixer
With Batching Plant, Transit Mixer and Concrete Pump
Height 5m to 10m
Using concrete Mixer
Resource Rate
Cost Excluding Cost of formwork
Add 14 per cent for Formwork
Add 3.5 per cent for Extra Lift
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Cost Excluding Cost of formwork
Add 10 per cent for Formwork
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
RCC Grade M35
Height upto 5m
___________________________________________________________________________________________________Page no. 392 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-H-1 1,17,991.55
1,17,991.55 x 11% 12,979.07
1,17,991.55 x 1.40% 1,651.88
Over Head excluding Tax (10%-4%) @6% 1,32,622.50 x 6 % 7,957.35
Contractor's Profit @10% 1,40,579.85 x 10 % 14,057.99
Labour Cess @1% 1,54,637.84 x 1 % 1,546.38
1,56,184.22
10,412.28
10,412.30
13-5-H-Q-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-H-2 9,10,547.61
9,10,547.61 x 11% 1,00,160.24
9,10,547.61 x 1.40% 12,747.67
Over Head excluding Tax (10%-4%) @6% 10,23,455.51 x 6 % 61,407.33
Contractor's Profit @10% 10,84,862.84 x 10 % 1,08,486.28
Labour Cess @1% 11,93,349.13 x 1 % 11,933.49
12,05,282.62
10,044.02
10,044.00
13-5-H-R
13-5-H-R-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
12-8-H-1 1,17,991.55
1,17,991.55 x 13% 15,338.90
1,17,991.55 x 3% 3,539.75
Over Head excluding Tax (10%-4%) @6% 1,36,870.20 x 6 % 8,212.21
Contractor's Profit @10% 1,45,082.41 x 10 % 14,508.24
Labour Cess @1% 1,59,590.65 x 1 % 1,595.91
1,61,186.56
10,745.77
10,745.80
13-5-H-R-2
Height above 10m
Using concrete Mixer
With Batching Plant, Transit Mixer and Concrete Pump
Resource Rate
Cost Excluding Cost of formwork
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
Add 11 per cent for Formwork
Add 1.40 per cent for Extra Lift
Resource Rate
Cost Excluding Cost of formwork
Add 11 per cent for Formwork
Add 1.40 per cent for Extra Lift
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
With Batching Plant, Transit Mixer and Concrete Pump
Resource Rate
Cost Excluding Cost of formwork
Add 13 per cent for Formwork
Add 3 per cent for Extra Lift
Cost For 15 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 393 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
12-8-H-2 9,10,547.61
9,10,547.61 x 13% 1,18,371.19
9,10,547.61 x 3% 27,316.43
Over Head excluding Tax (10%-4%) @6% 10,56,235.22 x 6 % 63,374.11
Contractor's Profit @10% 11,19,609.34 x 10 % 1,11,960.93
Labour Cess @1% 12,31,570.27 x 1 % 12,315.70
12,43,885.97
10,365.72
10,365.70
13-6
Unit = Tonne
Taking output = 1 Tonne
Code Unit Qty. Amount
PL03 day 2.000 600.00 / Day 1,200.00
PL14 day 0.340 444.00 / Day 150.96
PL15 day 6.500 420.00 / Day 2,730.00
PM0036 Kg 6.00 93.00 / Kg. 558.00
PM0127 Tonne 1.05 58912.09 / M.T. 61,857.69
66,496.65
Over Head excluding Tax (10%-4%) @6% 66,496.65 x 6 % 3,989.80
Contractor's Profit @10% 70,486.45 x 10 % 7,048.65
Labour Cess @1% 77,535.10 x 1 % 775.35
78,310.45
78,310.45
78,310.50
13-7
Unit = Tonne
Taking output = 1 Tonne
Code Unit Qty. Amount
PL03 day 1.500 600.00 / Day 900.00
PL14 day 0.280 444.00 / Day 124.32
PL15 day 5.500 420.00 / Day 2,310.00
Resource Rate
Cost Excluding Cost of formwork
Add 13 per cent for Formwork
Add 3 per cent for Extra Lift
Cost For 120 Cum
Rate per Cum
Say Rs. Per Cum
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as
per drawing and technical specifications
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as
per drawing and technical specification
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Material
Binding wire
Steel Reinforcement (HYSD Bars) -Fe
500/500D Total Resource Cost
Cost For 1 Tonne
Rate per Tonne
Say Rs. Per Tonne
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 394 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0036 Kg 6.00 93.00 / Kg. 558.00
PM0128 Tonne 1.05 43500.09 / M.T. 45,675.09
49,567.41
Over Head excluding Tax (10%-4%) @6% 49,567.41 x 6 % 2,974.04
Contractor's Profit @10% 52,541.46 x 10 % 5,254.15
Labour Cess @1% 57,795.61 x 1 % 577.96
58,373.56
58,373.56
58,373.60
13-8
Unit = No
Taking output = 30 Rmt
Code Unit Qty. Amount
PL12 day 0.500 600.00 / Day 300.00
PL14 day 0.030 444.00 / Day 13.32
PL15 day 0.250 420.00 / Day 105.00
PM0001 Rmt 31.50 102.26 / Rmt 3,221.19
No. 10.00 10.23 LS 102.26
PM0100 No. 30.00 53.00 / Nos. 1,590.00
5,331.77
12-6-A Cum 0.05 7007.40 Cum 350.37
Over Head excluding Tax (10%-4%) @6% 5,331.77 x 6 % 319.91
Contractor's Profit @10% 5,651.68 x 10 % 565.17
Labour Cess @1% 6,216.84 x 1 % 62.17
6,629.38
220.98
221.00
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing
wall/return wall with 100 mm dia AC pipe, extending through the full width of the
structure with slope of 1V :20H towards drawing foce. Complete as per drawing and
Technical specifications
Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or
circular with 150 mm diameter.
2. For structure in stone masonry, the weep holes shall be deemed to be included in the item
of stone masonry work and shall not be paid separately.
Material
Binding wire
Steel Reinforcement (MS Round Bars)-
Fe 415
Total Resource Cost
Cost For 1 Tonne
Rate per Tonne
Say Rs. Per Tonne
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Material
AC pipe 100 mm
MS clamps
Total Resource Cost
Cost For 30 Rmt
Rate per Rmt
Say Rs. Per Rmt
collar for AC pipe (average) taking 10%
of above pipe rate
Average length of weep hole is taken as one metre for the
purpose of estimating.
Sub Item
Cement Mortar 1:3
___________________________________________________________________________________________________Page no. 395 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
13-9
13-9-A
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.280 444.00 / Day 124.32
PL15 day 7.000 420.00 / Day 2,940.00
PMC022 hours 2.50 73.15 / hours 182.88
PMC078 hours 0.05 321.86 / hours 16.09
PM0086 Cum 12.00 726.22 / Cum 8,714.64
11,977.93
Over Head excluding Tax (10%-4%) @6% 11,977.93 x 6 % 718.68
Contractor's Profit @10% 12,696.60 x 10 % 1,269.66
Labour Cess @1% 13,966.26 x 1 % 139.66
14,105.93
1,410.59
1,410.60
13-9-B
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.280 444.00 / Day 124.32
PL15 day 7.000 420.00 / Day 2,940.00
PMC022 hours 2.50 73.15 / hours 182.88
PMC078 hours 0.06 321.86 / hours 19.31
PM0124 Cum 12.00 1541.25 / Cum 18,495.00
21,761.51
Over Head excluding Tax (10%-4%) @6% 21,761.51 x 6 % 1,305.69
Contractor's Profit @10% 23,067.20 x 10 % 2,306.72
Labour Cess @1% 25,373.92 x 1 % 253.74
25,627.66
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Material
Granular material (Natural occuring,
soil gravel mixture / quarry waste,
kankar, laterite, dhandla
Water Tanker
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Machine
Plate compactor
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Plate compactor
Water Tanker
Material
Sand (Fine)
Total Resource Cost
Cost For 10 Cum
Back filling behind abutment, wing wall and return wall complete as per drawing and
Technical specification
Granular material
Sandy material
___________________________________________________________________________________________________Page no. 396 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
2,562.77
2,562.80
13-10
Unit = Cum
Taking output = 10 Cum
Code Unit Qty. Amount
PL14 day 0.320 444.00 / Day 142.08
PL15 day 7.000 420.00 / Day 2,940.00
PL17 day 1.000 510.00 / Day 510.00
PMC078 hours 0.06 321.86 / hours 19.31
PM0077 Cum 12.00 3220.83 / Cum 38,649.96
42,261.35
Over Head excluding Tax (10%-4%) @6% 42,261.35 x 6 % 2,535.68
Contractor's Profit @10% 44,797.03 x 10 % 4,479.70
Labour Cess @1% 49,276.74 x 1 % 492.77
49,769.50
4,976.95
4,977.00
13-11
Unit = Tonne Capacity
Taking output = 250 Tonne Capacity
Code Unit Qty. Amount
PL14 day 0.060 444.00 / Day 26.64
PL15 day 1.000 420.00 / Day 420.00
PL17 day 0.500 510.00 / Day 255.00
Say Rs. Per Cum
Resource Rate
Labour
Mate
Mazdoor/Beldar (Skilled)
Machine
Water Tanker
Material
Filter media
Total Resource Cost
Cost For 10 Cum
Rate per Cum
Say Rs. Per Cum
Beldar/mazdoor (unskilled)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Rate per Cum
Providing and laying of Filter media with granular materials/stone crushed aggregates
satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a
thickness of not less than 600 mm with smaller size towards the soil and bigger size
towards the wall and provided over the entire surface behind abutment, wing wall and
return wall to the full height compacted to a firm condition complete as per drawing
and technical specification.
Fitting and fixing in position true to line and level cast steel rocker bearing (Excluding
Cost of Bearing) conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH
specifications complete including all accessories as per drawing and Technical
Specifications.
___________________________________________________________________________________________________Page no. 397 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0205 No. 1.00 #N/A / Nos.
0.00 x 1%
701.64
Over Head excluding Tax (10%-4%) @6% 701.64 x 6 % 42.10
Contractor's Profit @10% 743.74 x 10 % 74.37
Labour Cess @1% 818.11 x 1 % 8.18
826.29
3.31
3.30
13-12
Unit = Tonne Capacity
Taking output = 250 Tonne Capacity
Code Unit Qty. Amount
PL14 day 0.060 444.00 / Day 26.64
PL15 day 1.000 420.00 / Day 420.00
PL17 day 0.500 510.00 / Day 255.00
PM0207 No. 1.00 #N/A / Nos.
0.00 x 1%
701.64
Over Head excluding Tax (10%-4%) @6% 701.64 x 6 % 42.10
Contractor's Profit @10% 743.74 x 10 % 74.37
Labour Cess @1% 818.11 x 1 % 8.18
826.29
3.31
3.30
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Bearing (Forged steel roller bearing of
250 tonne
Total Resource Cost
Cost For 250 Tonne Capacity
Rate per Tonne Capacity
Say Rs. Per Tonne Capacity
Add 1 per cent of cost of bearing
assembly for foundation anchorage
bolts, lifting arrangements, grease and
other consumables.
Add 1 per cent of cost of bearing
assembly for foundation anchorage
bolts, lifting arrangements, grease and
other consumables.
Bearing (Cast steel rocker bearing
assembly of 250 tonne )
Total Resource Cost
Cost For 250 Tonne Capacity
Rate per Tonne Capacity
Say Rs. Per Tonne Capacity
Fitting and fixing in position true to line and level forged steel roller bearing (Excluding
Cost of Bearing) conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH
specifications complete including all accessories as per drawing and Technical
Specifications.
___________________________________________________________________________________________________Page no. 398 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
13-13
Unit = Tonne Capacity
Taking output = 80 Tonne Capacity
Code Unit Qty. Amount
PL14 day 0.060 444.00 / Day 26.64
PL15 day 1.000 420.00 / Day 420.00
PL17 day 0.500 510.00 / Day 255.00
PM0209 No. 1.00 #N/A / Nos.
0.00 x 1%
701.64
Over Head excluding Tax (10%-4%) @6% 701.64 x 6 % 42.10
Contractor's Profit @10% 743.74 x 10 % 74.37
Labour Cess @1% 818.11 x 1 % 8.18
826.29
10.33
10.30
13-14
Unit = CuCm
Taking output = 19200 Cu.Cm
Considering an elastomeric bearing of size 500 x 400 x 96 mm for this analysis.
Overall volume - 19200 cu.cm
Volume of 6 nos. 488 x 388 x 4 mm size reinforcing steel plates = 4545 cu.cm.
Hence volume of elastometer = 14655 cu.cm.
Code Unit Qty. Amount
PL14 day 0.060 444.00 / Day 26.64
PL15 day 1.000 420.00 / Day 420.00
PL17 day 0.500 510.00 / Day 255.00
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Bearing (PTFE sliding plate bearing
assembly of 80 tonnes )
Add 1 per cent for foundation
anchorage bolts and consumables.
Total Resource Cost
Cost For 80 Tonne Capacity
Rate per Tonne Capacity
Say Rs. Per Tonne Capacity
Resource Rate
Labour
Mate
Fitting and fixing in position true to line and level sliding plate bearing with PTFE
surface sliding on stainless steel (Excluding Cost of Bearing) complete including all
accessories as per drawing and Technical Specifications and BS: 5400, section 9.1 &
9.2 (for PTFE) and clause 2004 of MoRTH Specifications.
Fitting and fixing in position true to line and level elastomeric bearing conforming to
IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications (Excluding Cost of
Bearing) complete including all accessories as per drawing and Technical
Specifications.
___________________________________________________________________________________________________Page no. 399 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0206 No. 1.00 #N/A / Nos.
0.00 x 1%
701.64
Over Head excluding Tax (10%-4%) @6% 701.64 x 6 % 42.10
Contractor's Profit @10% 743.74 x 10 % 74.37
Labour Cess @1% 818.11 x 1 % 8.18
826.29
0.04
0.04
13-15
Unit = Tonne Capacity
Taking output = 80 Tonne Capacity
Code Unit Qty. Amount
PL14 day 0.040 444.00 / Day 17.76
PL15 day 0.750 420.00 / Day 315.00
PL17 day 0.350 510.00 / Day 178.50
PM0210 No. 1.00 #N/A / Nos.
0.00 x 1%
511.26
Over Head excluding Tax (10%-4%) @6% 511.26 x 6 % 30.68
Contractor's Profit @10% 541.94 x 10 % 54.19
Labour Cess @1% 596.13 x 1 % 5.96
602.09
7.53
7.50
Bearing (Elastomeric bearing assembly
consisting of 7 internal layers of
elastomer bonded to 6 nos. internal
reinforcing steel laminates by the
process of vulcanisation,)
Add 1 per cent for foundation
anchorage bolts and consumables.
Total Resource Cost
Cost For 19200 Cu.Cm
Rate per Cu.Cm
Say Rs. Per Cu.Cm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Bearing (Supply of sliding plate bearing
of 80 tonne)
Add 1 per cent for foundation
anchorage bolts and consumables.
Total Resource Cost
Cost For 80 Tonne Capacity
Rate per Tonne Capacity
Say Rs. Per Tonne Capacity
Fitting and fixing in position true to line and level sliding plate bearing with stainless
steel plate sliding on stainless steel plate with mild steel matrix complete (Excluding
Cost of Bearing) including all accessories as per drawing and Technical
Specifications.
___________________________________________________________________________________________________Page no. 400 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
13-16
Unit = Tonne Capacity
Taking output = 250 Tonne Capacity
Code Unit Qty. Amount
PL14 day 0.080 444.00 / Day 35.52
PL15 day 1.500 420.00 / Day 630.00
PL17 day 0.500 510.00 / Day 255.00
PM0208 No. 1.00 #N/A / Nos.
0.00 x 1%
920.52
Over Head excluding Tax (10%-4%) @6% 920.52 x 6 % 55.23
Contractor's Profit @10% 975.75 x 10 % 97.58
Labour Cess @1% 1,073.33 x 1 % 10.73
1,084.06
4.34
4.30
Total Resource Cost
Cost For 250 Tonne Capacity
Rate per Tonne Capacity
Say Rs. Per Tonne Capacity
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Bearing (Pot type bearing assembly
consisting of a metal piston supported
by a disc, PTFE pads providing sliding Add 1 per cent for foundation
anchorage bolts and consumables.
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing
(Excluding Cost of Bearing) consisting of a metal piston supported by a disc or
unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals,
PTFE surface sliding against stainless steel mating surface, completre assembly to be
of cast steel/fabricated structural steel, metal and elastomer elements to be as per
IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 &
9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved
technical specifications.
___________________________________________________________________________________________________Page no. 401 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 14 - SUPER-STRUCTURE (Items for Bridges, Additional Overhead must be Added as per Note in Index Page)
14-1
14-1-A
14-1-A-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 5.12 7512.09 / MT 38,461.90
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,08,901.92
7,260.13
14-1-A-1-1
14-1-A-1-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-A-1 7,260.13
20 7,260.13 x 20% 1,452.03
Over Head excluding Tax (10%-4%) @6% 8,712.15 x 6 % 522.73
Contractor's Profit @10% 9,234.88 x 10 % 923.49
Labour Cess @1% 10,158.37 x 1 % 101.58
10,259.96
10,260.00
14-1-A-1-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-A-1 7,260.13
25 7,260.13 x 25% 1,815.03
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as
per drawing and Technical Specification
RCC Grade M20
Using Concrete Mixer
For solid slab super-structure
Height upto 5m
Height 5m to 10m
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 15 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 20% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
___________________________________________________________________________________________________Page no. 402 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 9,075.16 x 6 % 544.51
Contractor's Profit @10% 9,619.67 x 10 % 961.97
Labour Cess @1% 10,581.64 x 1 % 105.82
10,687.45
10,687.50
14-1-A-1-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-A-1 7,260.13
30 7,260.13 x 30% 2,178.04
Over Head excluding Tax (10%-4%) @6% 9,438.17 x 6 % 566.29
Contractor's Profit @10% 10,004.46 x 10 % 1,000.45
Labour Cess @1% 11,004.90 x 1 % 110.05
11,114.95
11,115.00
14-1-A-1-2
14-1-A-1-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-A-1 7,260.13
25 7,260.13 x 25% 1,815.03
Over Head excluding Tax (10%-4%) @6% 9,075.16 x 6 % 544.51
Contractor's Profit @10% 9,619.67 x 10 % 961.97
Labour Cess @1% 10,581.64 x 1 % 105.82
10,687.45
10,687.50
14-1-A-1-2-Q
Unit = Cum
Code Unit Qty. Amount
14-1-A-1 7,260.13
30 7,260.13 x 30% 2,178.04
Over Head excluding Tax (10%-4%) @6% 9,438.17 x 6 % 566.29
Contractor's Profit @10% 10,004.46 x 10 % 1,000.45
Labour Cess @1% 11,004.90 x 1 % 110.05
11,114.95
11,115.00
14-1-A-1-2-R
Unit = Cum
Height upto 5m
Height 5m to 10m
Height above 10m
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Height above 10m
For T-beam & slab
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
___________________________________________________________________________________________________Page no. 403 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
14-1-A-1 7,260.13
35 7,260.13 x 35% 2,541.04
Over Head excluding Tax (10%-4%) @6% 9,801.17 x 6 % 588.07
Contractor's Profit @10% 10,389.24 x 10 % 1,038.92
Labour Cess @1% 11,428.17 x 1 % 114.28
11,542.45
11,542.40
14-1-A-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 40.92 7512.09 / MT 3,07,394.72
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
8,37,530.09
6,979.42
14-1-A-2-1
14-1-A-2-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-A-2 6,979.42
20 6,979.42 x 20% 1,395.88
Using Batching Plant, Transit Mixer and Concrete Pump
For solid slab super-structure
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 35% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 120 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Height upto 5m
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 20% for Formwork and staging
___________________________________________________________________________________________________Page no. 404 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 8,375.30 x 6 % 502.52
Contractor's Profit @10% 8,877.82 x 10 % 887.78
Labour Cess @1% 9,765.60 x 1 % 97.66
9,863.26
9,863.30
14-1-A-2-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-A-2 6,979.42
25 6,979.42 x 25% 1,744.85
Over Head excluding Tax (10%-4%) @6% 8,724.27 x 6 % 523.46
Contractor's Profit @10% 9,247.73 x 10 % 924.77
Labour Cess @1% 10,172.50 x 1 % 101.73
10,274.23
10,274.20
14-1-A-2-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-A-2 6,979.42
30 6,979.42 x 30% 2,093.83
Over Head excluding Tax (10%-4%) @6% 9,073.24 x 6 % 544.39
Contractor's Profit @10% 9,617.64 x 10 % 961.76
Labour Cess @1% 10,579.40 x 1 % 105.79
10,685.19
10,685.20
14-1-A-2-2
14-1-A-2-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-A-2 6,979.42
25 6,979.42 x 25% 1,744.85
Over Head excluding Tax (10%-4%) @6% 8,724.27 x 6 % 523.46
Contractor's Profit @10% 9,247.73 x 10 % 924.77
Labour Cess @1% 10,172.50 x 1 % 101.73
10,274.23
10,274.20
14-1-A-2-2-P
Unit = Cum
Height 5m to 10m
Height above 10m
For T-beam & slab
Height upto 5m
Height 5m to 10m
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 405 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
14-1-A-2 6,979.42
30 6,979.42 x 30% 2,093.83
Over Head excluding Tax (10%-4%) @6% 9,073.24 x 6 % 544.39
Contractor's Profit @10% 9,617.64 x 10 % 961.76
Labour Cess @1% 10,579.40 x 1 % 105.79
10,685.19
10,685.20
14-1-A-2-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-A-2 6,979.42
35 6,979.42 x 35% 2,442.80
Over Head excluding Tax (10%-4%) @6% 9,422.21 x 6 % 565.33
Contractor's Profit @10% 9,987.55 x 10 % 998.75
Labour Cess @1% 10,986.30 x 1 % 109.86
11,096.16
11,096.20
14-1-B
14-1-B-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.860 444.00 / Day 381.84
PL15 day 20.000 420.00 / Day 8,400.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 5.99 7512.09 / MT 44,997.42
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,15,437.44
7,695.83
Height above 10m
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 15 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 35% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
RCC Grade M25
Using Concrete Mixer
___________________________________________________________________________________________________Page no. 406 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
14-1-B-1-1
14-1-B-1-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-B-1 7,695.83
20 7,695.83 x 20% 1,539.17
Over Head excluding Tax (10%-4%) @6% 9,235.00 x 6 % 554.10
Contractor's Profit @10% 9,789.10 x 10 % 978.91
Labour Cess @1% 10,768.00 x 1 % 107.68
10,875.68
10,875.70
14-1-B-1-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-B-1 7,695.83
25 7,695.83 x 25% 1,923.96
Over Head excluding Tax (10%-4%) @6% 9,619.79 x 6 % 577.19
Contractor's Profit @10% 10,196.97 x 10 % 1,019.70
Labour Cess @1% 11,216.67 x 1 % 112.17
11,328.84
11,328.80
14-1-B-1-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-B-1 7,695.83
30 7,695.83 x 30% 2,308.75
Over Head excluding Tax (10%-4%) @6% 10,004.58 x 6 % 600.27
Contractor's Profit @10% 10,604.85 x 10 % 1,060.49
Labour Cess @1% 11,665.34 x 1 % 116.65
11,781.99
11,782.00
14-1-B-1-2
14-1-B-1-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-B-1 7,695.83
25 7,695.83 x 25% 1,923.96
Over Head excluding Tax (10%-4%) @6% 9,619.79 x 6 % 577.19
Contractor's Profit @10% 10,196.97 x 10 % 1,019.70
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 20% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
For solid slab super-structure
Height upto 5m
Height 5m to 10m
Height above 10m
For T-beam & slab
Height upto 5m
___________________________________________________________________________________________________Page no. 407 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 11,216.67 x 1 % 112.17
11,328.84
11,328.80
14-1-B-1-2-Q
Unit = Cum
Code Unit Qty. Amount
14-1-B-1 7,695.83
30 7,695.83 x 30% 2,308.75
Over Head excluding Tax (10%-4%) @6% 10,004.58 x 6 % 600.27
Contractor's Profit @10% 10,604.85 x 10 % 1,060.49
Labour Cess @1% 11,665.34 x 1 % 116.65
11,781.99
11,782.00
14-1-B-1-2-R
Unit = Cum
Code Unit Qty. Amount
14-1-B-1 7,695.83
35 7,695.83 x 35% 2,693.54
Over Head excluding Tax (10%-4%) @6% 10,389.37 x 6 % 623.36
Contractor's Profit @10% 11,012.73 x 10 % 1,101.27
Labour Cess @1% 12,114.01 x 1 % 121.14
12,235.15
12,235.10
14-1-B-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.840 444.00 / Day 372.96
PL15 day 18.000 420.00 / Day 7,560.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000 4.39 / MT.Km 13,170.00
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 35% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Height 5m to 10m
Height above 10m
Using Batching Plant, Transit Mixer and Concrete Pump
___________________________________________________________________________________________________Page no. 408 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 47.95 7512.09 / MT 3,60,204.72
PM0123 Cum 54.20 1641.25 / Cum 88,955.75
8,90,668.34
7,422.24
14-1-B-2-1
14-1-B-2-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-B-2 7,422.24
20 7,422.24 x 20% 1,484.45
Over Head excluding Tax (10%-4%) @6% 8,906.68 x 6 % 534.40
Contractor's Profit @10% 9,441.08 x 10 % 944.11
Labour Cess @1% 10,385.19 x 1 % 103.85
10,489.04
10,489.00
14-1-B-2-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-B-2 7,422.24
25 7,422.24 x 25% 1,855.56
Over Head excluding Tax (10%-4%) @6% 9,277.80 x 6 % 556.67
Contractor's Profit @10% 9,834.46 x 10 % 983.45
Labour Cess @1% 10,817.91 x 1 % 108.18
10,926.09
10,926.10
14-1-B-2-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-B-2 7,422.24
30 7,422.24 x 30% 2,226.67
Over Head excluding Tax (10%-4%) @6% 9,648.91 x 6 % 578.93
Contractor's Profit @10% 10,227.84 x 10 % 1,022.78
Labour Cess @1% 11,250.63 x 1 % 112.51
For solid slab super-structure
Height upto 5m
Height 5m to 10m
Height above 10m
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 120 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 20% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
___________________________________________________________________________________________________Page no. 409 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
11,363.13
11,363.10
14-1-B-2-2
14-1-B-2-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-B-2 7,422.24
25 7,422.24 x 25% 1,855.56
Over Head excluding Tax (10%-4%) @6% 9,277.80 x 6 % 556.67
Contractor's Profit @10% 9,834.46 x 10 % 983.45
Labour Cess @1% 10,817.91 x 1 % 108.18
10,926.09
10,926.10
14-1-B-2-2-Q
Unit = Cum
Code Unit Qty. Amount
14-1-B-2 7,422.24
30 7,422.24 x 30% 2,226.67
Over Head excluding Tax (10%-4%) @6% 9,648.91 x 6 % 578.93
Contractor's Profit @10% 10,227.84 x 10 % 1,022.78
Labour Cess @1% 11,250.63 x 1 % 112.51
11,363.13
11,363.10
14-1-B-2-2-R
Unit = Cum
Code Unit Qty. Amount
14-1-B-2 7,422.24
35 7,422.24 x 35% 2,597.78
Over Head excluding Tax (10%-4%) @6% 10,020.02 x 6 % 601.20
Contractor's Profit @10% 10,621.22 x 10 % 1,062.12
Labour Cess @1% 11,683.34 x 1 % 116.83
11,800.18
11,800.20
14-1-C
14-1-C-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
For T-beam & slab
Height upto 5m
Height 5m to 10m
RCC Grade M 30
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Height above 10m
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 35% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Using Concrete Mixer
Resource Rate
___________________________________________________________________________________________________Page no. 410 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.900 444.00 / Day 399.60
PL15 day 21.000 420.00 / Day 8,820.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 6.10 7512.09 / MT 45,823.75
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,16,701.53
7,780.10
14-1-C-1-1
14-1-C-1-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-C-1 7,780.10
20 7,780.10 x 20% 1,556.02
Over Head excluding Tax (10%-4%) @6% 9,336.12 x 6 % 560.17
Contractor's Profit @10% 9,896.29 x 10 % 989.63
Labour Cess @1% 10,885.92 x 1 % 108.86
10,994.78
10,994.80
14-1-C-1-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-C-1 7,780.10
25 7,780.10 x 25% 1,945.03
Over Head excluding Tax (10%-4%) @6% 9,725.13 x 6 % 583.51
Contractor's Profit @10% 10,308.64 x 10 % 1,030.86
Labour Cess @1% 11,339.50 x 1 % 113.39
11,452.89
11,452.90
14-1-C-1-1-R
Unit = Cum
For solid slab super-structure
Height upto 5m
Height 5m to 10m
Height above 10m
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 15 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 20% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 411 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
14-1-C-1 7,780.10
30 7,780.10 x 30% 2,334.03
Over Head excluding Tax (10%-4%) @6% 10,114.13 x 6 % 606.85
Contractor's Profit @10% 10,720.98 x 10 % 1,072.10
Labour Cess @1% 11,793.08 x 1 % 117.93
11,911.01
11,911.00
14-1-C-1-2
14-1-C-1-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-C-1 7,780.10
25 7,780.10 x 25% 1,945.03
Over Head excluding Tax (10%-4%) @6% 9,725.13 x 6 % 583.51
Contractor's Profit @10% 10,308.64 x 10 % 1,030.86
Labour Cess @1% 11,339.50 x 1 % 113.39
11,452.89
11,452.90
14-1-C-1-2-Q
Unit = Cum
Code Unit Qty. Amount
14-1-C-1 7,780.10
30 7,780.10 x 30% 2,334.03
Over Head excluding Tax (10%-4%) @6% 10,114.13 x 6 % 606.85
Contractor's Profit @10% 10,720.98 x 10 % 1,072.10
Labour Cess @1% 11,793.08 x 1 % 117.93
11,911.01
11,911.00
14-1-C-1-2-R
Unit = Cum
Code Unit Qty. Amount
14-1-C-1 7,780.10
35 7,780.10 x 35% 2,723.04
Over Head excluding Tax (10%-4%) @6% 10,503.14 x 6 % 630.19
Contractor's Profit @10% 11,133.33 x 10 % 1,113.33
Labour Cess @1% 12,246.66 x 1 % 122.47
12,369.13
12,369.10
For T-beam & slab
Height upto 5m
Height 5m to 10m
Height above 10m
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 35% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 412 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
14-1-C-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.880 444.00 / Day 390.72
PL15 day 19.000 420.00 / Day 7,980.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 48.79 7512.09 / MT 3,66,514.87
PM0123 Cum 54.60 1641.25 / Cum 89,612.25
8,98,072.75
7,483.94
14-1-C-2-1
14-1-C-2-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-C-2 7,483.94
20 7,483.94 x 20% 1,496.79
Over Head excluding Tax (10%-4%) @6% 8,980.73 x 6 % 538.84
Contractor's Profit @10% 9,519.57 x 10 % 951.96
Labour Cess @1% 10,471.53 x 1 % 104.72
10,576.24
10,576.20
14-1-C-2-1-Q
Unit = Cum
Using Batching Plant, Transit Mixer and Concrete Pump.
For solid slab super-structure
Height upto 5m
Height 5m to 10m
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 120 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 20% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 413 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
14-1-C-2 7,483.94
25 7,483.94 x 25% 1,870.98
Over Head excluding Tax (10%-4%) @6% 9,354.92 x 6 % 561.30
Contractor's Profit @10% 9,916.22 x 10 % 991.62
Labour Cess @1% 10,907.84 x 1 % 109.08
11,016.92
11,016.90
14-1-C-2-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-C-2 7,483.94
30 7,483.94 x 30% 2,245.18
Over Head excluding Tax (10%-4%) @6% 9,729.12 x 6 % 583.75
Contractor's Profit @10% 10,312.87 x 10 % 1,031.29
Labour Cess @1% 11,344.16 x 1 % 113.44
11,457.60
11,457.60
14-1-C-2-2
14-1-C-2-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-C-2 7,483.94
25 7,483.94 x 25% 1,870.98
Over Head excluding Tax (10%-4%) @6% 9,354.92 x 6 % 561.30
Contractor's Profit @10% 9,916.22 x 10 % 991.62
Labour Cess @1% 10,907.84 x 1 % 109.08
11,016.92
11,016.90
14-1-C-2-2-Q
Unit = Cum
Code Unit Qty. Amount
14-1-C-2 7,483.94
30 7,483.94 x 30% 2,245.18
Over Head excluding Tax (10%-4%) @6% 9,729.12 x 6 % 583.75
Contractor's Profit @10% 10,312.87 x 10 % 1,031.29
Labour Cess @1% 11,344.16 x 1 % 113.44
11,457.60
11,457.60
Height above 10m
For T-beam & slab
Height upto 5m
Height 5m to 10m
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 414 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
14-1-C-2-2-R
Unit = Cum
Code Unit Qty. Amount
14-1-C-2 7,483.94
35 7,483.94 x 35% 2,619.38
Over Head excluding Tax (10%-4%) @6% 10,103.32 x 6 % 606.20
Contractor's Profit @10% 10,709.52 x 10 % 1,070.95
Labour Cess @1% 11,780.47 x 1 % 117.80
11,898.27
11,898.30
14-1-D
14-1-D-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 1.500 600.00 / Day 900.00
PL14 day 0.900 444.00 / Day 399.60
PL15 day 21.000 420.00 / Day 8,820.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0049 Tonne 6.33 7512.09 / MT 47,551.53
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,18,429.31
7,895.29
14-1-D-1-1
14-1-D-1-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-D-1 7,895.29
18 7,895.29 x 18% 1,421.15
Over Head excluding Tax (10%-4%) @6% 9,316.44 x 6 % 558.99
Contractor's Profit @10% 9,875.43 x 10 % 987.54
Height above 10m
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 35% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
RCC/ PSC Grade M35
Using concrete mixer.
For solid slab super-structure
Height upto 5m
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 15 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 18% for Formwork and staging
___________________________________________________________________________________________________Page no. 415 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 10,862.97 x 1 % 108.63
10,971.60
10,971.60
14-1-D-1-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-D-1 7,895.29
23 7,895.29 x 23% 1,815.92
Over Head excluding Tax (10%-4%) @6% 9,711.20 x 6 % 582.67
Contractor's Profit @10% 10,293.88 x 10 % 1,029.39
Labour Cess @1% 11,323.26 x 1 % 113.23
11,436.50
11,436.50
14-1-D-1-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-D-1 7,895.29
28 7,895.29 x 28% 2,210.68
Over Head excluding Tax (10%-4%) @6% 10,105.97 x 6 % 606.36
Contractor's Profit @10% 10,712.33 x 10 % 1,071.23
Labour Cess @1% 11,783.56 x 1 % 117.84
11,901.39
11,901.40
14-1-D-1-2
14-1-D-1-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-D-1 7,895.29
23 7,895.29 x 23% 1,815.92
Over Head excluding Tax (10%-4%) @6% 9,711.20 x 6 % 582.67
Contractor's Profit @10% 10,293.88 x 10 % 1,029.39
Labour Cess @1% 11,323.26 x 1 % 113.23
11,436.50
11,436.50
14-1-D-1-2-Q
Unit = Cum
Code Unit Qty. Amount
14-1-D-1 7,895.29
Height 5m to 10m
Height above 10m
For T-beam & slab
Height upto 5m
Height 5m to 10m
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 23% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 28% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 23% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
___________________________________________________________________________________________________Page no. 416 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
28 7,895.29 x 28% 2,210.68
Over Head excluding Tax (10%-4%) @6% 10,105.97 x 6 % 606.36
Contractor's Profit @10% 10,712.33 x 10 % 1,071.23
Labour Cess @1% 11,783.56 x 1 % 117.84
11,901.39
11,901.40
14-1-D-1-2-R
Unit = Cum
Code Unit Qty. Amount
14-1-D-1 7,895.29
33 7,895.29 x 33% 2,605.44
Over Head excluding Tax (10%-4%) @6% 10,500.73 x 6 % 630.04
Contractor's Profit @10% 11,130.78 x 10 % 1,113.08
Labour Cess @1% 12,243.85 x 1 % 122.44
12,366.29
12,366.30
14-1-D-1-3
14-1-D-1-3-P
Unit = Cum
Code Unit Qty. Amount
14-1-D-1 7,895.29
38 7,895.29 x 38% 3,000.21
Over Head excluding Tax (10%-4%) @6% 10,895.50 x 6 % 653.73
Contractor's Profit @10% 11,549.23 x 10 % 1,154.92
Labour Cess @1% 12,704.15 x 1 % 127.04
12,831.19
12,831.20
14-1-D-1-3-Q
Unit = Cum
Code Unit Qty. Amount
14-1-D-1 7,895.29
48 7,895.29 x 48% 3,789.74
Over Head excluding Tax (10%-4%) @6% 11,685.03 x 6 % 701.10
Contractor's Profit @10% 12,386.13 x 10 % 1,238.61
Labour Cess @1% 13,624.74 x 1 % 136.25
13,760.99
13,761.00
14-1-D-1-3-R
Height above 10m
For box girder and balanced cantilever
Height upto 5m
Height 5m to 10m
Height above 10m
Add 28% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 33% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 38% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 48% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 417 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Cum
Code Unit Qty. Amount
14-1-D-1 7,895.29
58 7,895.29 x 58% 4,579.27
Over Head excluding Tax (10%-4%) @6% 12,474.55 x 6 % 748.47
Contractor's Profit @10% 13,223.03 x 10 % 1,322.30
Labour Cess @1% 14,545.33 x 1 % 145.45
14,690.78
14,690.80
14-1-D-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.000 600.00 / Day 1,800.00
PL14 day 0.880 444.00 / Day 390.72
PL15 day 19.000 420.00 / Day 7,980.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0049 Tonne 50.64 7512.09 / MT 3,80,412.24
PM0123 Cum 54.60 1641.25 / Cum 89,612.25
9,11,970.12
7,599.75
14-1-D-2-1
14-1-D-2-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-D-2 7,599.75
Using Batching Plant, Transit Mixer and Concrete Pump
For solid slab super-structure
Height upto 5m
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 58% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 120 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
___________________________________________________________________________________________________Page no. 418 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
18 7,599.75 x 18% 1,367.96
Over Head excluding Tax (10%-4%) @6% 8,967.71 x 6 % 538.06
Contractor's Profit @10% 9,505.77 x 10 % 950.58
Labour Cess @1% 10,456.35 x 1 % 104.56
10,560.91
10,560.90
14-1-D-2-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-D-2 7,599.75
23 7,599.75 x 23% 1,747.94
Over Head excluding Tax (10%-4%) @6% 9,347.69 x 6 % 560.86
Contractor's Profit @10% 9,908.56 x 10 % 990.86
Labour Cess @1% 10,899.41 x 1 % 108.99
11,008.40
11,008.40
14-1-D-2-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-D-2 7,599.75
28 7,599.75 x 28% 2,127.93
Over Head excluding Tax (10%-4%) @6% 9,727.68 x 6 % 583.66
Contractor's Profit @10% 10,311.34 x 10 % 1,031.13
Labour Cess @1% 11,342.48 x 1 % 113.42
11,455.90
11,455.90
14-1-D-2-2
14-1-D-2-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-D-2 7,599.75
23 7,599.75 x 23% 1,747.94
Over Head excluding Tax (10%-4%) @6% 9,347.69 x 6 % 560.86
Contractor's Profit @10% 9,908.56 x 10 % 990.86
Labour Cess @1% 10,899.41 x 1 % 108.99
11,008.40
11,008.40
14-1-D-2-2-Q
Height 5m to 10m
Height above 10m
For T-beam & slab
Height upto 5m
Height 5m to 10m
Add 18% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 23% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 28% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 23% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 419 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Cum
Code Unit Qty. Amount
14-1-D-2 7,599.75
28 7,599.75 x 28% 2,127.93
Over Head excluding Tax (10%-4%) @6% 9,727.68 x 6 % 583.66
Contractor's Profit @10% 10,311.34 x 10 % 1,031.13
Labour Cess @1% 11,342.48 x 1 % 113.42
11,455.90
11,455.90
14-1-D-2-2-R
Unit = Cum
Code Unit Qty. Amount
14-1-D-2 7,599.75
33 7,599.75 x 33% 2,507.92
Over Head excluding Tax (10%-4%) @6% 10,107.67 x 6 % 606.46
Contractor's Profit @10% 10,714.13 x 10 % 1,071.41
Labour Cess @1% 11,785.54 x 1 % 117.86
11,903.40
11,903.40
14-1-D-2-3
14-1-D-2-3-P
Unit = Cum
Code Unit Qty. Amount
14-1-D-2 7,599.75
38 7,599.75 x 38% 2,887.91
Over Head excluding Tax (10%-4%) @6% 10,487.66 x 6 % 629.26
Contractor's Profit @10% 11,116.92 x 10 % 1,111.69
Labour Cess @1% 12,228.61 x 1 % 122.29
12,350.89
12,350.90
14-1-D-2-3-Q
Unit = Cum
Code Unit Qty. Amount
14-1-D-2 7,599.75
48 7,599.75 x 48% 3,647.88
Over Head excluding Tax (10%-4%) @6% 11,247.63 x 6 % 674.86
Contractor's Profit @10% 11,922.49 x 10 % 1,192.25
Labour Cess @1% 13,114.74 x 1 % 131.15
13,245.89
Height above 10m
For box girder and balanced cantilever
Height upto 5m
Height 5m to 10m
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 28% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 33% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 38% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 48% for Formwork and staging
Cost For 1 Cum
___________________________________________________________________________________________________Page no. 420 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
13,245.90
14-1-D-2-3-R
Unit = Cum
Code Unit Qty. Amount
14-1-D-2 7,599.75
58 7,599.75 x 58% 4,407.86
Over Head excluding Tax (10%-4%) @6% 12,007.61 x 6 % 720.46
Contractor's Profit @10% 12,728.06 x 10 % 1,272.81
Labour Cess @1% 14,000.87 x 1 % 140.01
14,140.88
14,140.90
14-1-E
14-1-E-1
Unit = Cum
Taking output = 15 Cum
Code Unit Qty. Amount
PL12 day 2.000 600.00 / Day 1,200.00
PL14 day 0.960 444.00 / Day 426.24
PL15 day 22.000 420.00 / Day 9,240.00
PMC007 hours 6.00 183.54 / hours 1,101.24
PMC095 hours 6.00 512.05 / hours 3,072.30
PM0015 Cum 5.40 3370.83 / Cum 18,202.48
PM0016 Cum 8.10 3370.83 / Cum 27,303.72
PM0297 Kg 25.80 51.00 / Kg. 1,315.80
PM0049 Tonne 6.45 7512.09 / MT 48,452.98
PM0123 Cum 6.75 1641.25 / Cum 11,078.44
1,21,393.20
8,092.88
14-1-E-1-1
14-1-E-1-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-E-1 8,092.88
Height above 10m
PSC Grade M-40
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 58% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Using concrete mixer.
For solid slab super-structure
Height upto 5m
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Concrete mixer 0.28/0.4 cum
Generator 33 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 15 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Super plastisizer admixture IS marked
as per 9103-1999
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
___________________________________________________________________________________________________Page no. 421 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
20 8,092.88 x 20% 1,618.58
Over Head excluding Tax (10%-4%) @6% 9,711.46 x 6 % 582.69
Contractor's Profit @10% 10,294.14 x 10 % 1,029.41
Labour Cess @1% 11,323.56 x 1 % 113.24
11,436.79
11,436.80
14-1-E-1-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-E-1 8,092.88
25 8,092.88 x 25% 2,023.22
Over Head excluding Tax (10%-4%) @6% 10,116.10 x 6 % 606.97
Contractor's Profit @10% 10,723.07 x 10 % 1,072.31
Labour Cess @1% 11,795.37 x 1 % 117.95
11,913.33
11,913.30
14-1-E-1-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-E-1 8,092.88
30 8,092.88 x 30% 2,427.86
Over Head excluding Tax (10%-4%) @6% 10,520.74 x 6 % 631.24
Contractor's Profit @10% 11,151.99 x 10 % 1,115.20
Labour Cess @1% 12,267.19 x 1 % 122.67
12,389.86
12,389.90
14-1-E-1-2
14-1-E-1-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-E-1 8,092.88
25 8,092.88 x 25% 2,023.22
Over Head excluding Tax (10%-4%) @6% 10,116.10 x 6 % 606.97
Contractor's Profit @10% 10,723.07 x 10 % 1,072.31
Labour Cess @1% 11,795.37 x 1 % 117.95
11,913.33
11,913.30
14-1-E-1-2-Q
Height 5m to 10m
Height above 10m
For T-beam & slab
Height upto 5m
Height 5m to 10m
Add 20% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 25% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 422 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Cum
Code Unit Qty. Amount
14-1-E-1 8,092.88
30 8,092.88 x 30% 2,427.86
Over Head excluding Tax (10%-4%) @6% 10,520.74 x 6 % 631.24
Contractor's Profit @10% 11,151.99 x 10 % 1,115.20
Labour Cess @1% 12,267.19 x 1 % 122.67
12,389.86
12,389.90
14-1-E-1-2-R
Unit = Cum
Code Unit Qty. Amount
14-1-E-1 8,092.88
35 8,092.88 x 35% 2,832.51
Over Head excluding Tax (10%-4%) @6% 10,925.39 x 6 % 655.52
Contractor's Profit @10% 11,580.91 x 10 % 1,158.09
Labour Cess @1% 12,739.00 x 1 % 127.39
12,866.39
12,866.40
14-1-E-2
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.500 600.00 / Day 2,100.00
PL14 day 0.940 444.00 / Day 417.36
PL15 day 20.000 420.00 / Day 8,400.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
Height above 10m
Using Batching Plant, Transit Mixer and Concrete Pump
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 30% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 35% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Labour
___________________________________________________________________________________________________Page no. 423 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0297 Kg 206.40 51.00 / Kg. 10,526.40
PM0049 Tonne 51.60 7512.09 / MT 3,87,623.84
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
9,29,470.01
7,745.58
14-1-E-2-1
14-1-E-2-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-E-2 7,745.58
18 7,745.58 x 18% 1,394.21
Over Head excluding Tax (10%-4%) @6% 9,139.79 x 6 % 548.39
Contractor's Profit @10% 9,688.18 x 10 % 968.82
Labour Cess @1% 10,656.99 x 1 % 106.57
10,763.56
10,763.60
14-1-E-2-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-E-2 7,745.58
23 7,745.58 x 23% 1,781.48
Over Head excluding Tax (10%-4%) @6% 9,527.07 x 6 % 571.62
Contractor's Profit @10% 10,098.69 x 10 % 1,009.87
Labour Cess @1% 11,108.56 x 1 % 111.09
11,219.65
11,219.60
14-1-E-2-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-E-2 7,745.58
28 7,745.58 x 28% 2,168.76
Over Head excluding Tax (10%-4%) @6% 9,914.35 x 6 % 594.86
Contractor's Profit @10% 10,509.21 x 10 % 1,050.92
Labour Cess @1% 11,560.13 x 1 % 115.60
11,675.73
11,675.70
For solid / voided slab super-structure
Height upto 5m
Height 5m to 10m
Height above 10m
Aggregate (Single size) : 20 mm
nominal size
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 120 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Super plastisizer admixture IS marked
as per 9103-1999
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 18% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 23% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 28% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 424 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
14-1-E-2-2
14-1-E-2-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-E-2 7,745.58
23 7,745.58 x 23% 1,781.48
Over Head excluding Tax (10%-4%) @6% 9,527.07 x 6 % 571.62
Contractor's Profit @10% 10,098.69 x 10 % 1,009.87
Labour Cess @1% 11,108.56 x 1 % 111.09
11,219.65
11,219.60
14-1-E-2-2-Q
Unit = Cum
Code Unit Qty. Amount
14-1-E-2 7,745.58
28 7,745.58 x 28% 2,168.76
Over Head excluding Tax (10%-4%) @6% 9,914.35 x 6 % 594.86
Contractor's Profit @10% 10,509.21 x 10 % 1,050.92
Labour Cess @1% 11,560.13 x 1 % 115.60
11,675.73
11,675.70
14-1-E-2-2-R
Unit = Cum
Code Unit Qty. Amount
14-1-E-2 7,745.58
33 7,745.58 x 33% 2,556.04
Over Head excluding Tax (10%-4%) @6% 10,301.63 x 6 % 618.10
Contractor's Profit @10% 10,919.72 x 10 % 1,091.97
Labour Cess @1% 12,011.70 x 1 % 120.12
12,131.81
12,131.80
14-1-E-2-3
14-1-E-2-3-P
Unit = Cum
Code Unit Qty. Amount
14-1-E-2 7,745.58
38 7,745.58 x 38% 2,943.32
Over Head excluding Tax (10%-4%) @6% 10,688.91 x 6 % 641.33
For T-beam & slab
Height 5m to 10m
Height upto 5m
Height above 10m
For cast-in-situ box girder, segment construction and balanced cantilever
Height upto 5m
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 23% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 28% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 33% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 38% for Formwork and staging
___________________________________________________________________________________________________Page no. 425 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Contractor's Profit @10% 11,330.24 x 10 % 1,133.02
Labour Cess @1% 12,463.26 x 1 % 124.63
12,587.90
12,587.90
14-1-E-2-3-Q
Unit = Cum
Code Unit Qty. Amount
14-1-E-2 7,745.58
48 7,745.58 x 48% 3,717.88
Over Head excluding Tax (10%-4%) @6% 11,463.46 x 6 % 687.81
Contractor's Profit @10% 12,151.27 x 10 % 1,215.13
Labour Cess @1% 13,366.40 x 1 % 133.66
13,500.06
13,500.10
14-1-E-2-3-R
Unit = Cum
Code Unit Qty. Amount
14-1-E-2 7,745.58
58 7,745.58 x 58% 4,492.44
Over Head excluding Tax (10%-4%) @6% 12,238.02 x 6 % 734.28
Contractor's Profit @10% 12,972.30 x 10 % 1,297.23
Labour Cess @1% 14,269.53 x 1 % 142.70
14,412.23
14,412.20
14-1-F
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.500 600.00 / Day 2,100.00
PL14 day 0.940 444.00 / Day 417.36
PL15 day 20.000 420.00 / Day 8,400.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
Height 5m to 10m
Height above 10m
PSC Grade M-45
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 48% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 58% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
___________________________________________________________________________________________________Page no. 426 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC071 MT.KM 3,000 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0297 Kg 223.20 51.00 / Kg. 11,383.20
PM0049 Tonne 55.80 7512.09 / MT 4,19,174.62
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
9,61,877.59
8,015.65
14-1-F-1
14-1-F-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-F 8,015.65
16 8,015.65 x 16% 1,282.50
Over Head excluding Tax (10%-4%) @6% 9,298.15 x 6 % 557.89
Contractor's Profit @10% 9,856.04 x 10 % 985.60
Labour Cess @1% 10,841.64 x 1 % 108.42
10,950.06
10,950.10
14-1-F-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-F 8,015.65
21 8,015.65 x 21% 1,683.29
Over Head excluding Tax (10%-4%) @6% 9,698.93 x 6 % 581.94
Contractor's Profit @10% 10,280.87 x 10 % 1,028.09
Labour Cess @1% 11,308.96 x 1 % 113.09
11,422.04
11,422.00
14-1-F-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-F 8,015.65
For solid slab/voided slab super-structure
Height upto 5m
Height 5m to 10m
Height above 10m
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Super plastisizer admixture IS marked
as per 9103-1999
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 120 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 16% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 21% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
___________________________________________________________________________________________________Page no. 427 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
26 8,015.65 x 26% 2,084.07
Over Head excluding Tax (10%-4%) @6% 10,099.71 x 6 % 605.98
Contractor's Profit @10% 10,705.70 x 10 % 1,070.57
Labour Cess @1% 11,776.27 x 1 % 117.76
11,894.03
11,894.00
14-1-F-2
14-1-F-2-P
Unit = Cum
Code Unit Qty. Amount
14-1-F 8,015.65
21 8,015.65 x 21% 1,683.29
Over Head excluding Tax (10%-4%) @6% 9,698.93 x 6 % 581.94
Contractor's Profit @10% 10,280.87 x 10 % 1,028.09
Labour Cess @1% 11,308.96 x 1 % 113.09
11,422.04
11,422.00
14-1-F-2-Q
Unit = Cum
Code Unit Qty. Amount
14-1-F 8,015.65
26 8,015.65 x 26% 2,084.07
Over Head excluding Tax (10%-4%) @6% 10,099.71 x 6 % 605.98
Contractor's Profit @10% 10,705.70 x 10 % 1,070.57
Labour Cess @1% 11,776.27 x 1 % 117.76
11,894.03
11,894.00
14-1-F-2-R
Unit = Cum
Code Unit Qty. Amount
14-1-F 8,015.65
31 8,015.65 x 31% 2,484.85
Over Head excluding Tax (10%-4%) @6% 10,500.50 x 6 % 630.03
Contractor's Profit @10% 11,130.53 x 10 % 1,113.05
Labour Cess @1% 12,243.58 x 1 % 122.44
12,366.02
12,366.00
For I-beam & slab including launching of precast girders by launching truss upto 40 m
span,
Height upto 5m
Height 5m to 10m
Height above 10m
Add 26% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 21% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 26% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 31% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 428 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
14-1-F-3
14-1-F-3-P
Unit = Cum
Code Unit Qty. Amount
14-1-F 8,015.65
36 8,015.65 x 36% 2,885.63
Over Head excluding Tax (10%-4%) @6% 10,901.28 x 6 % 654.08
Contractor's Profit @10% 11,555.36 x 10 % 1,155.54
Labour Cess @1% 12,710.89 x 1 % 127.11
12,838.00
12,838.00
14-1-F-3-Q
Unit = Cum
Code Unit Qty. Amount
14-1-F 8,015.65
46 8,015.65 x 46% 3,687.20
Over Head excluding Tax (10%-4%) @6% 11,702.84 x 6 % 702.17
Contractor's Profit @10% 12,405.01 x 10 % 1,240.50
Labour Cess @1% 13,645.52 x 1 % 136.46
13,781.97
13,782.00
14-1-F-3-R
Unit = Cum
Code Unit Qty. Amount
14-1-F 8,015.65
56 8,015.65 x 56% 4,488.76
Over Head excluding Tax (10%-4%) @6% 12,504.41 x 6 % 750.26
Contractor's Profit @10% 13,254.67 x 10 % 1,325.47
Labour Cess @1% 14,580.14 x 1 % 145.80
14,725.94
14,725.90
14-1-G
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.500 600.00 / Day 2,100.00
PL14 day 0.940 444.00 / Day 417.36
For cast-in-situ box girder, segmental construction and balanced cantilever,
Height upto 5m
Height 5m to 10m
Height above 10m
PSC Grade M-50
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 36% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 46% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 56% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
___________________________________________________________________________________________________Page no. 429 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 20.000 420.00 / Day 8,400.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0297 Kg 235.20 51.00 / Kg. 11,995.20
PM0049 Tonne 58.80 7512.09 / MT 4,41,710.89
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
9,85,025.86
8,208.55
14-1-G-1
14-1-G-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-G 8,208.55
35 8,208.55 x 35% 2,872.99
Over Head excluding Tax (10%-4%) @6% 11,081.54 x 6 % 664.89
Contractor's Profit @10% 11,746.43 x 10 % 1,174.64
Labour Cess @1% 12,921.08 x 1 % 129.21
13,050.29
13,050.30
14-1-G-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-G 8,208.55
45 8,208.55 x 45% 3,693.85
Over Head excluding Tax (10%-4%) @6% 11,902.40 x 6 % 714.14
Contractor's Profit @10% 12,616.54 x 10 % 1,261.65
Labour Cess @1% 13,878.19 x 1 % 138.78
For cast-in-situ box girder, segmental construction and balanced cantilever
Height upto 5m
Height 5m to 10m
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Super plastisizer admixture IS marked
as per 9103-1999
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 120 cum
Basic Cost of Labour, Material & Machinery for 1 cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 35% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 45% for Formwork and staging
___________________________________________________________________________________________________Page no. 430 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
14,016.98
14,017.00
14-1-G-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-G 8,208.55
55 8,208.55 x 55% 4,514.70
Over Head excluding Tax (10%-4%) @6% 12,723.25 x 6 % 763.40
Contractor's Profit @10% 13,486.65 x 10 % 1,348.66
Labour Cess @1% 14,835.31 x 1 % 148.35
14,983.66
14,983.70
14-1-H
Unit = Cum
Taking output = 120 Cum
Code Unit Qty. Amount
PL12 day 3.500 600.00 / Day 2,100.00
PL14 day 0.940 444.00 / Day 417.36
PL15 day 20.000 420.00 / Day 8,400.00
PMC012 hours 6.00 1316.70 / hours 7,900.20
PMC037 hours 6.00 3130.82 / hours 18,784.92
PMC039 hours 6.00 292.60 / hours 1,755.60
PMC070 hours 15.00 1302.07 / hours 19,531.05
PMC071 MT.KM 3,000 4.39 / MT.Km 13,170.00
PMC096 hours 6.00 1097.25 / hours 6,583.50
PM0015 Cum 43.20 3370.83 / Cum 1,45,619.86
PM0016 Cum 64.80 3370.83 / Cum 2,18,429.78
PM0297 Kg 254.00 51.00 / Kg. 12,954.00
PM0049 Tonne 63.50 7512.09 / MT 4,77,017.72
PM0123 Cum 54.00 1641.25 / Cum 88,627.50
10,21,291.49
8,510.76
Height above 10m
PSC Grade M- 55
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 55% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Labour
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
Machine
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityTransit Mixer 4.0/4.5 cum (in Hour)
Transit Mixer 4.0/4.5 cum (in tonne.km)
Generator 100 KVA
Material
Aggregate (Single size) : 10 mm
nominal size
Aggregate (Single size) : 20 mm
nominal size
Super plastisizer admixture IS marked
as per 9103-1999
Cement
Sand (Coarse)
Basic Cost of Labour, Material & Machinery for 120 cum
Basic Cost of Labour, Material & Machinery for 1 cum
___________________________________________________________________________________________________Page no. 431 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
14-1-H-1
14-1-H-1-P
Unit = Cum
Code Unit Qty. Amount
14-1-H 8,510.76
35 8,510.76 x 35% 2,978.77
Over Head excluding Tax (10%-4%) @6% 11,489.53 x 6 % 689.37
Contractor's Profit @10% 12,178.90 x 10 % 1,217.89
Labour Cess @1% 13,396.79 x 1 % 133.97
13,530.76
13,530.80
14-1-H-1-Q
Unit = Cum
Code Unit Qty. Amount
14-1-H 8,510.76
45 8,510.76 x 45% 3,829.84
Over Head excluding Tax (10%-4%) @6% 12,340.61 x 6 % 740.44
Contractor's Profit @10% 13,081.04 x 10 % 1,308.10
Labour Cess @1% 14,389.15 x 1 % 143.89
14,533.04
14,533.00
14-1-H-1-R
Unit = Cum
Code Unit Qty. Amount
14-1-H 8,510.76
55 8,510.76 x 55% 4,680.92
Over Head excluding Tax (10%-4%) @6% 13,191.68 x 6 % 791.50
Contractor's Profit @10% 13,983.18 x 10 % 1,398.32
Labour Cess @1% 15,381.50 x 1 % 153.82
15,535.32
15,535.30
14-2
Unit = Tonne
Taking output = 1.00 Tonne
Code Unit Qty. Amount
PL03 day 3.000 600.00 / Day 1,800.00
For cast-in-situ box girder, segmental construction and balanced cantilever, 35-55%
of cost of concreteHeight upto 5m
Height 5m to 10m
Height above 10m
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as
per drawing and technical specifications
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 35% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 45% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Basic Cost of Labour, Material & Machinery for 1 cum
Add 55% for Formwork and staging
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Labour
Blacksmith 1st class/ Electrician
___________________________________________________________________________________________________Page no. 432 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.440 444.00 / Day 195.36
PL15 day 8.000 420.00 / Day 3,360.00
PM0127 Tonne 1.05 58912.09 / M.T. 61,857.69
PM0036 Kg 8.00 93.00 / Kg. 744.00
67,957.05
Over Head excluding Tax (10%-4%) @6% 67,957.05 x 6 % 4,077.42
Contractor's Profit @10% 72,034.48 x 10 % 7,203.45
Labour Cess @1% 79,237.93 x 1 % 792.38
80,030.30
80,030.30
80,030.30
14-3
Unit = Tonne
Taking output = 0.377 Tonne
Code Unit Qty. Amount
PL03 day 1.000 600.00 / Day 600.00
PL14 day 0.160 444.00 / Day 71.04
PL15 day 3.000 420.00 / Day 1,260.00
PL11 day 0.250 528.00 / Day 132.00
PL14 day 0.050 444.00 / Day 22.20
PL15 day 1.000 420.00 / Day 420.00
PL12 day 0.250 600.00 / Day 150.00
PL14 day 0.050 444.00 / Day 22.20
PL15 day 1.000 420.00 / Day 420.00
PMC062 hours 2.50 160.93 / hours 402.33
PMC095 hours 3.50 512.05 / hours 1,792.18
PM0239 hours 1.00 695.00 / hours 695.00
PM0049 Tonne 0.125 7512.09 / MT 939.01
Machine
Prestressing Jack with Pump & access
Generator 33 KVA
Grouting pump with agitator
for grouting including 3 per cent
wastage @ 3.00 kg/m = 3 x 1.03 x 40 =
123.60 kg (say, = 125 kg)
High tensile steel wires/strands including all accessories for stressing, stressing
operations and grouting complete as per drawing and Technical Specifications
Mate
Beldar/mazdoor (unskilled)
Material
Steel Reinforcement (HYSD Bars) -Fe
500/500DBinding wire
Total Resource Cost
Cost For 1 Tonne
Rate per Tonne
Say Rs. Per Tonne
Resource Rate
Labour
Blacksmith 1st class/ Electrician
Mate
Beldar/mazdoor (unskilled)
Material
Cement
Details of cost for 12T13 strand 40 m long cable
(weight = 0.377 MT)
i) For making and fixing cables, anchorages
ii) For prestressing
Fitter (grade 1)
Mate
Beldar/mazdoor (unskilled)
iii) For grouting
Mason 1st class
Mate
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 433 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0247 Tonne 0.385 92575.00 / MT 35,641.38
PM0284 Rmt 42.00 93.00 / Rmt 3,906.00
PM0302 No. 2.00 4063.00 / Nos. 8,126.00
48612.39 x 0.5% 243.06
54,842.39
Over Head excluding Tax (10%-4%) @6% 54,842.39 x 6 % 3,290.54
Contractor's Profit @10% 58,132.93 x 10 % 5,813.29
Labour Cess @1% 63,946.22 x 1 % 639.46
64,585.69
1,71,314.82
1,71,314.80
14-4
Unit = Cum
Taking output = 1.000 Cum
Code Unit Qty. Amount
PL15 day 0.150 420.00 / Day 63.00
14-1-C-1 Cum 1.00 7780.10 / Cum 7,780.10
14-2 Tonne 0.075 67957.05 / Tonne 5,096.78
12,939.88
Over Head excluding Tax (10%-4%) @6% 12,939.88 x 6 % 776.39
Contractor's Profit @10% 13,716.27 x 10 % 1,371.63
Labour Cess @1% 15,087.90 x 1 % 150.88
15,238.78
15,238.78
HTS strand
@ 9.42 kg/m including 2 per cent for
wastage and extra length for jacking
ID 66 mm along with 5 per cent extra
length 40 x 1.05 = 42 m.
Add 0.50 per cent cost of material for
Spacers, Insulation tape and
miscellaneous items
Resource Rate
Labour
for cleaning deck slab concrete surface.
Beldar/mazdoor (unskilled)
HYSD bar reinforcement (excluding
Formwork, OH, CP)
Sub-item
RCC Grade M 30 Using Concrete Mixer
(excluding Formwork, OH, CP)
Providing and laying Cement concrete wearing coat M-30 grade including
reinforcement complete as per drawing and Technical Specifications
Total Resource Cost
Cost For 0.377 Tonne
Rate per Tonne
Say Rs. Per Tonne
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Sheathing duct
Tube anchorage set complete with
bearing plate, permanent wedges etc
___________________________________________________________________________________________________Page no. 434 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
15,238.80
14-5
Unit = Sqm
Taking output = 72.46 Sqm
Base mastic (without coarse aggregates) = 60 per cent
Coarse aggregate(3.35mm to 9.5 mm size) = 40 per cent .
Proportion of material required for mastic asphalt with coarse aggregates
(based on mix design done by CRRI for a specific case)
Code Unit Qty. Amount
PL14 day 0.49 444.00 / Day 217.56
PL15 day 11.00 420.00 / Day 4,620.00
PL17 day 1.25 510.00 / Day 637.50
PMC005 hours 6.00 162.26 / hours 973.56
PMC013 hours 0.06 486.78 / hours 29.21
PMC054 hours 6.00 146.30 / hours 877.80
PMC074 hours 1.00 505.40 / hours 505.40
PMC001 hours 0.06 405.65 / hours 3.04
PM2288 Tonne 0.204 48789.21 / MT 9,953.00
PM2288 Kg 1.050 48789.21 / MT 51.23
PM0173 Cum 0.39 1669.23 / Cum 651.00
Mastic Asphalt
(Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab
excluding prime coat with paving grade bitumen meeting the requirements given in table 500-
29, prepared by using mastic cooker and laid to required level and slope after cleaning the
surface, including providing antiskid surface with bitumen precoated fine grained hard stone
chipping of 9.5 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate
spacing of 10 cm center to center in both directions, pressed into surface when the
temperature of surfaces not less than 100 deg. C, protruding 1 mm to 4 mm over mastic
surface, all complete as per clause 515.)
Say Rs. Per Cum
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine
Bitumen boiler oil fired 1000 litre
Hydraulic broom with tractor
Mastic Cooker
Tractor
Air Compressor 210 cfm
Material
Bitumen VG-30 (Packed)
Stone crusher dust finer than 3mm with
not more than 10% passing 0.075
sieve.
(2 tonnes)(0.869 cum)
assuming a density of 2.3 tonnes/cum.
@ 10.2 per cent by weight of mix. 2 x
10.2/100 = 0.204
Bitumen VG-30 (Packed)
for coating of chips @ 2 per cent by
weight = 0.036 x 1.456 x 2/100 =
0.001048MT = 1.05kg
___________________________________________________________________________________________________Page no. 435 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0095 Cum 0.36 8816.74 / MT 3,174.03
PM0188 Cum 0.55 3370.83 / Cum 1,853.96
PM0264 Cum 0.036 2833.80 / Cum 102.02
23,649.30
Over Head excluding Tax (10%-4%) @6% 23,649.30 x 6 % 1,418.96
Contractor's Profit @10% 25,068.25 x 10 % 2,506.83
Labour Cess @1% 27,575.08 x 1 % 275.75
27,850.83
384.36
384.40
Note:-
14-6 Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12
mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500,
centre to centre spacing between vertical post not to exceed 2000 mm, leaving
adequate space between vertical post for expansion, complete as per approved
drawings and technical specifications.
Lime
Aggregates 13.2 mm to 5.6 mm
Pre-coated stone chips of 13.2 mm
nominal size
Total Resource Cost
Crusher stone dust @ 31.9 per cent by
weight of mix = 2 x 31.9/100 = 0.638
tonnes = 0.638/1.625 = 0.39
Lime stone dust filler with calcium
carbonate content not less than 80 per
cent by weight @ 17.92 per cent by
weight of mix = 2 x 17.92/100 = 0.36
Coarse aggregates 9.5 mm to 3.35 mm
size @ 40 per cent by weight of mix =
2 x 40/100 = 0.8 MT = 0.8/1.456 = 0.55
Pre-coated stone chips of 9.5 mm
nominal size for skid resistance =
72.46x0.005/10 = 0.036
Cost For 72.46 Sqm
Rate per Sqm
Say Rs. Per Sqm
1.The rates for 6 mm or any other thickness may be worked out on pro-rata basis.
2. Where tack coat is required to be provided before laying mastic asphalt, the same is required to be
measured and paid separately.
3.The quantities of binder, filler and aggregates are for estimating purpose. Exact quantities shall be as
per mix design.
4.This rate analysis is based on design made by CRRI for a specific case and is meant for estimating
purposes only. Actual design is required to be done for each case.
5.The quantity of bitumen works out 17 per cent of the mastic asphalt blocks without aggregates and falls
within the standards laid down by MoRTH Specifications.
___________________________________________________________________________________________________Page no. 436 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Taking output = 48.00 Rmt
Code Unit Qty. Amount
14-1-C-2 Cum 4.092 12369.10 / Cum 50,614.36
50614.36 x 5% 2,530.72
14-2 Tonne 0.865 67957.05 / Tonne 58,782.85
111927.93 x 5% 5,596.40
1,17,524.32
Over Head excluding Tax (10%-4%) @6% 1,17,524.32 x 6 % 7,051.46
Contractor's Profit @10% 1,24,575.78 x 10 % 12,457.58
Labour Cess @1% 1,37,033.36 x 1 % 1,370.33
1,38,403.69
2,883.41
2,883.40
14-7
Unit = Rmt
Taking output = 48.00 Rmt
Code Unit Qty. Amount
Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate,
true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to
centre spacing between vertical post not to exceed 2000 mm, leaving adequate space
between vertical post for expansion, complete as per approved drawings and
technical specifications.
48 m length is the total linear length adding both sides of 24 m
span.
Resource Rate
No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in Vertical
posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete
in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202).
Add 5 per cent of above cost for form
work for casting in casting yard.
Sub-item
RCC Grade M 30 Using Batching Plant,
(excluding Formwork, OH, CP)
HYSD bar reinforcement (excluding
Formwork, OH, CP)
Total Resource Cost
Cost For 48 Rmt
Rate per Rmt
Say Rs. Per Rmt
Add 5 per cent for handling and fixing
of precast panels in position .
48 m length is the total linear length adding both sides of 24 m
span.
No. of vertical posts = (12 + 2)2 = 28 Nos., External area of vertical post 0.25x0.275 = 0.069sqm, Concrete in vehicle
posts = 0.069 x 28 = 1.932 cum, Hand rail in 3 tiers = 3 x 24 = 72 m, External area = 0.170 x 0.175 = 0.03 sqm, Concrete
in hand rails = 0.03 x 72 = 2.16 cum, Total Concrete = 1.932 + 2.16 = 4.092 cum. (Refer MoRTH SD / 202).
Resource Rate
Sub-item
___________________________________________________________________________________________________Page no. 437 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
14-1-C-2 Cum 4.092 12369.10 / Cum 50,614.36
50614.36 x 12% 6,073.72
14-2 Tonne 0.865 67957.05 / Tonne 58,782.85
1,15,470.93
Over Head excluding Tax (10%-4%) @6% 1,15,470.93 x 6 % 6,928.26
Contractor's Profit @10% 1,22,399.19 x 10 % 12,239.92
Labour Cess @1% 1,34,639.11 x 1 % 1,346.39
1,35,985.50
2,833.03
2,833.00
14-8
Unit = Rmt
Taking output = 4138.00 Kg
Code Unit Qty. Amount
PL14 day 2.80 444.00 / Day 1,243.20
PL15 day 40.00 420.00 / Day 16,800.00
PL17 day 30.00 510.00 / Day 15,300.00
PM0101 Tonne 4.138 56312.09 / MT 2,33,019.43
PM0105 Tonne 0.150 90462.09 / MT 13,569.31
246588.74 x 5% 12,329.44
246588.74 x 1% 2,465.89
Providing, fitting and fixing mild steel railing complete as per drawing and Technical
Specification
Resource Rate
Add for cost of concrete for fixing
vertical posts in the performed recess
@ 1 per cent of cost of material.
Add @ 5 per cent of cost of material
for painting one shop coat with red
oxide primer and three coats of
synthetic enamel paint and
consumables to safeguard against
weathering and corrosion.
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Nuts, Bolts and Rivets
Material
Structural Steel (E 250)
ISMC 100 = 2.806 x 1.05 = 2.946 MT
MS Flat = 0.964 x 1.05 = 1.012 MT
MS bars = 0.17 x 1.05 = 0.180 MT
RCC Grade M 30 Using Batching Plant,
(excluding Formwork, OH, CP)
Add 12 per cent of above cost for form
work for casting in casting yard.
HYSD bar reinforcement (excluding
Formwork, OH, CP)
Total Resource Cost
Cost For 48 Rmt
Rate per Rmt
Say Rs. Per Rmt
2 x 50 m span = 100Rmt
___________________________________________________________________________________________________Page no. 438 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
246588.74 x 1% 2,465.89
2,97,193.15
Over Head excluding Tax (10%-4%) @6% 2,97,193.15 x 6 % 17,831.59
Contractor's Profit @10% 3,15,024.74 x 10 % 31,502.47
Labour Cess @1% 3,46,527.22 x 1 % 3,465.27
3,49,992.49
84.58
84.60
14-9
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.02 444.00 / Day 8.88
PL15 day 0.02 420.00 / Day 8.40
PL03 day 0.02 600.00 / Day 12.00
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.20 420.00 / Day 84.00
PL12 day 0.01 600.00 / Day 6.00
PM0082 Rmt 6.000 912.26 / Rmt 5,473.56
PM0219 Kg 4.000 53812.09 / MT 215.25
PM0230 Nos 2.00 183.00 / Nos. 366.00
PM0238 Nos 6.00 64.00 / Nos. 384.00
6562.53 x 5% 328.13
6,890.65
Over Head excluding Tax (10%-4%) @6% 6,890.65 x 6 % 413.44
Contractor's Profit @10% 7,304.09 x 10 % 730.41
Labour Cess @1% 8,034.50 x 1 % 80.35
8,114.85
8,114.85
8,114.80
Drainage Spouts complete as per drawing and Technical specification
Add for electricity charges, welding and
drilling equipment, electrodes and other
consumables @ 1 per cent of cost of
material.
Total Resource Cost
Cost For 4138 Kg
Rate per Kg
Say Rs. Per Kg
Labour For fixing in position
Mate
Beldar/mazdoor (unskilled)
Mason 1st class
Resource Rate
Labour For fabrication
Mate
Beldar/mazdoor (unskilled)
Blacksmith 1st class/ Electrician
Add @ 5 per cent of cost of material
and labour for electrodes, cutting gas,
sealant, anti-corrosive bituminous paint,
mild steel grating etc.
Material
GI Pipe 100 mm dia
Corrosion resistant Structural steel
Galvanised MS flat clamp
GI bolt 10 mm Dia
Total Resource Cost
Cost For 1 No.
Rate per No.
Say Rs. Per No.
___________________________________________________________________________________________________Page no. 439 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
14-10
Unit = Cum
Code Unit Qty. Amount
12-8-A 5,738.96
Over Head excluding Tax (10%-4%) @6% 5,738.96 x 6 % 344.34
Contractor's Profit @10% 6,083.30 x 10 % 608.33
Labour Cess @1% 6,691.63 x 1 % 66.92
6,758.55
6,758.50
14-11
Note:-
Unit = Cum
Taking output = 1.00 Cum
Code Unit Qty. Amount
12-8-G-2 Cum 1.000 7472.71 / Cum 7,472.71
7472.71 x 2% 149.45
7,622.17
Over Head excluding Tax (10%-4%) @6% 7,622.17 x 6 % 457.33
Contractor's Profit @10% 8,079.50 x 10 % 807.95
Labour Cess @1% 8,887.45 x 1 % 88.87
8,976.32
8,976.32
8,976.30
14-12
Resource Rate
PCC Grade M15 Basic Cost of Labour, Material & Machinery for 1 cum
Cost For 1 Cum
Say Rs. Per Cum
Resource Rate
Sub-item
RCC Grade M 30 Using Batching Plant,
(excluding Formwork, OH, CP)
Add 2 per cent of above cost for
formwork
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
The grade of reinforced cement concrete may be adopted as M30 for severe
conditions and M25 for moderate conditions.
PCC M15 Grade leveling course below approach slab complete as per drawing and
Technical specification
Reinforced cement concrete (M-30) approach slab including formwork but excluding
reinforcement steel, complete as per drawing and Technical specification
Providing anti-corrosive treatment to HYSD reinforcement with Fusion Bonded Epoxy
Coating (FBEC)
(To be taken as per the prevailing market rates.)
___________________________________________________________________________________________________Page no. 440 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
14-13
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.06 444.00 / Day 26.64
PL15 day 1.40 420.00 / Day 588.00
PL17 day 0.35 510.00 / Day 178.50
PL14 day 0.02 444.00 / Day 8.88
PL15 day 0.50 420.00 / Day 210.00
PL17 day 0.14 510.00 / Day 71.40
PL14 day 0.12 444.00 / Day 53.28
PL15 day 2.00 420.00 / Day 840.00
PL17 day 1.00 510.00 / Day 510.00
PL14 day 0.03 444.00 / Day 13.32
PL15 day 0.60 420.00 / Day 252.00
PL17 day 0.05 510.00 / Day 25.50
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.35 420.00 / Day 147.00
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.25 420.00 / Day 105.00
Contractors generally do not have expertise for this item . The job is
therefore, got done from specialised firms who have the expertise in the field
of construction chemicals. The prevailing rate in the market is required to be
ascertained from the market and added in the cost estimate. Detailed
guidelines in this regard have been issued by MoRTH vide their circular no.
RW/NH-34041/44/91-S&R dated 21.3.2000.
Resource Rate
Labour (i) Cutting, bending, making reinforcement cage, placing in position, binding etc. complete
(Taking quantity of steel 100 Kg/cum of concrete including laps and wastage)
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Labour (ii) Cable cutting and threading in position including binding by insulation tape with HDPE pipes etc.,
prestessing and cutting of extra length of HT strand after de-stressing.
(Taking quantity of HT strand 60 Kg/cum)
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Precast - pretensioned Girders (Grade of concrete - M40)
(Providing, precasting, transportation and placing in position precast pretensioned concrete
girders as per drawing and technical specifications)
Labour (iii) Erection and dismantling of shuttering
(Taking shuttering area 10 sqm/cum of concrete)
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Labour (iv) Concreting by Batching plant and stationary concrete pump
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Labour (v) Steam curing and manual curing
Mate
Beldar/mazdoor (unskilled)
Labour (vi) Handling of precast girder, stacking in stockyard and again loading in trailor
Mate
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 441 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 0.01 444.00 / Day 4.44
PL17 day 0.06 510.00 / Day 30.60
PL15 day 0.24 420.00 / Day 100.80
PMC012 hours 0.05 1316.70 / hours 65.84
PMC037 hours 0.05 3130.82 / hours 156.54
PMC039 hours 0.05 292.60 / hours 14.63
PMC043 hours 0.10 1826.09 / hours 182.61
PMC070 hours 0.10 1302.07 / hours 130.21
PMC096 hours 0.05 1097.25 / hours 54.86
PMC103 hours 0.10 6729.80 / hours 672.98
PMC043 hours 0.15 1826.09 / hours 273.91
PMC103 hours 0.15 6729.80 / hours 1,009.47
PMC104 hours 25.00 16.09 / MT.Km 402.25
PM0015 Cum 0.360 3370.83 / Cum 1,213.50
PM0016 Cum 0.540 3370.83 / Cum 1,820.25
PM0049 Tonne 0.47 7512.09 / MT 3,530.68
PM0127 Tonne 0.10 58912.09 / M.T. 5,891.21
PM0123 Cum 0.45 1641.25 / Cum 738.56
PM0247 Tonne 0.06 92575.00 / MT 5,554.50
PM0249 Lit 37.00 45.00 / litre 1,665.00
PM0297 Kg 1.88 51.00 / Kg. 95.88
20509.58 x 1% 205.10
26852.21 x 5% 1,342.61
28,194.83
Over Head excluding Tax (10%-4%) @6% 28,194.83 x 6 % 1,691.69
Contractor's Profit @10% 29,886.51 x 10 % 2,988.65
Labour Cess @1% 32,875.17 x 1 % 328.75
33,203.92
33,203.92
Material
Aggregate (Single size) : 10 mm
nominal size
Labour (vii) Placement of girders in position over pier caps including placement of sand jacks, channel, levelling
etc.
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Machine (i) At casting yard
Front end-loader 1 cum bucket capacity
Batching and Mixing Plant (a) 30 cum
capacity
Concrete Pump of 45 & 30 cum
capacityCranes b) 35 tonnes
Transit Mixer 4.0/4.5 cum (in Hour)
Generator 100 KVA
Truck Trailor 30 tonne capacity
Machine (ii) For transportation and placement at site
Cranes b) 35 tonnes
Truck Trailor 30 tonne capacity
Truck Trailor 30 tonne capacity
Steel Reinforcement (HYSD Bars) -Fe
500/500DSand (Coarse)
HTS strand
LDO for steam curing
Super plastisizer admixture IS marked
as per 9103-1999
Cost of formwork, steam curing
arrangement, pretensioning
arrangement etc @ 5 per cent of cost
material, labour and machinery
Aggregate (Single size) : 20 mm
nominal sizeCement
Add consumables such as binding wire,
foam, packing tape, shuttering oil,
HDPE pipe for unbonding of strand, bolt
& nuts etc @ 1 per cent of material
cost
Total Resource Cost
Cost For 1 Cum
Rate per Cum
___________________________________________________________________________________________________Page no. 442 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
33,203.90
14-14
Unit = Rmt
Taking output = 1 Rmt
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.20 420.00 / Day 84.00
PL11 day 0.05 528.00 / Day 26.40
PM0245 Rmt 1.000 5847.00 / Rmt 5,847.00
PM0299 Nos 1.000 38.00 / Nos. 38.00
5885.00 x 5% 294.25
6,294.09
Over Head excluding Tax (10%-4%) @6% 6,294.09 x 6 % 377.65
Contractor's Profit @10% 6,671.74 x 10 % 667.17
Labour Cess @1% 7,338.91 x 1 % 73.39
7,412.30
7,412.30
7,412.30
14-15
14-16
Unit = Sqm
Taking output = 10 Sqm
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL17 day 0.25 510.00 / Day 127.50
PL18 day 0.25 528.00 / Day 132.00
PM0303 Lit 5.000 77.00 / litre 385.00
648.94
Providing and fixing Helical pipes in voided concrete slabs
Crash Barriers
(The rate analysis for rigid crash barrier in reinforced cement concrete, semi-rigid crash
barrier with metal beam and flexible crash barrier with wire ropes have been made and
included in chapter-8 on Traffic and Transportation.)
Painting on concrete surface
(Providing and applying 2 coats of water based cement paint to unplastered concrete surface
after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1
litre for 2 Sq.m. )
Material
Helical pipes 600mm diameter
Tie rods 20mm diameter
Consumables for sealing joints etc.@ 5
per cent of cost of material
Total Resource Cost
Cost For 1 Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Fitter (grade 1)
Say Rs. Per Cum
Rate per Rmt
Say Rs. Per Rmt
Rate
Total Resource Cost
Resource
Labour
Mate
Mazdoor/Beldar (Skilled)
Painter (Ist class)
Material
Water based cement paint
___________________________________________________________________________________________________Page no. 443 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Over Head excluding Tax (10%-4%) @6% 648.94 x 6 % 38.94
Contractor's Profit @10% 687.88 x 10 % 68.79
Labour Cess @1% 756.66 x 1 % 7.57
764.23
76.42
76.40
14-17
Note:-
Unit = Rmt
Taking output = 12 Rmt
Code Unit Qty. Amount
PL14 day 0.02 444.00 / Day 8.88
PL15 day 0.40 420.00 / Day 168.00
PL17 day 0.20 510.00 / Day 102.00
PM0232 Kg 237.500 87.31 / Kg. 20,736.13
20736.13 x 1% 207.36
21,222.37
Over Head excluding Tax (10%-4%) @6% 21,222.37 x 6 % 1,273.34
Contractor's Profit @10% 22,495.71 x 10 % 2,249.57
Labour Cess @1% 24,745.28 x 1 % 247.45
24,992.73
2,082.73
2,082.70
14-18
Burried Joint
(Providing and laying a burried expansion joint, expansion gap being 20 mm, covered with
12 mm thick, 200 mm wide galvanised wieldable structural steel plate as per IS: 2062,
placed symmetrical to centre line of the joint, resting freely over the top surface of the deck
concrete, welding of 8 mm dia. 100 mm long galvanised nails spaced 300 mm c/c along the
centre line of the plate, all as specified in clause 2604.)
Filler joint
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Galvanised structural steel plate 200
mm wide, 6 mm thick, 24 m long
Total Resource Cost
Cost For 12 Rmt
Rate per Rmt
Say Rs. Per Rmt
Add 1 per cent of cost of steel plate
cutting, welding consumables and
galvanised nails.
Guidelines laid down vide the MoRTH circular No. RW/NH-34059/1/96-S&R
dated 30.11.2000 and subsequent corrigendum dated 25.01.2001 may be
reffered for expansion joints.
___________________________________________________________________________________________________Page no. 444 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
14-18-1
Unit = Rmt
Taking output = 12 Rmt
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL15 day 0.50 420.00 / Day 210.00
PL17 day 0.50 510.00 / Day 255.00
PM0054 Kg 55.000 324.00 / Kg. 17,820.00
18,302.76
Over Head excluding Tax (10%-4%) @6% 18,302.76 x 6 % 1,098.17
Contractor's Profit @10% 19,400.93 x 10 % 1,940.09
Labour Cess @1% 21,341.02 x 1 % 213.41
21,554.43
1,796.20
1,796.20
14-18-2
Unit = Rmt
Taking output = 12 Rmt
Code Unit Qty. Amount
PL14 day 0.008 444.00 / Day 3.55
PL15 day 0.10 420.00 / Day 42.00
PL17 day 0.10 510.00 / Day 51.00
PM0217 Sqm 3.000 441.00 / Sqm 1,323.00
1,419.55
Over Head excluding Tax (10%-4%) @6% 1,419.55 x 6 % 85.17
Contractor's Profit @10% 1,504.73 x 10 % 150.47
Providing & fixing 2 mm thick corrugated copper plate in expansion joint complete as
per drawing & Technical Specification.
Providing & fixing 20 mm thick compressible fibre board in expansion joint complete
as per drawing & Technical Specification.
12m long x 250 mm wide, Weight = 12x
0.25 x 0.002 x 8900 = 53.4 kg,
Wastage @ 2.5 per cent = 1.33
kg/54.73 kg say = 55 kg.
Total Resource Cost
Cost For 12 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Compressible Fibre Board(20mm thick)
Total Resource Cost
For arriving at the final rate of filler joints per m length and per cm depth of
joint filling compound, the rates at Sl. No. i), ii), iii) & iv) shall be added
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Copper plate
___________________________________________________________________________________________________Page no. 445 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 1,655.20 x 1 % 16.55
1,671.75
139.31
139.30
14-18-3
Unit = Rmt
Taking output = 12 Rmt
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.20 420.00 / Day 84.00
PL17 day 0.10 510.00 / Day 51.00
PM0341 Sqm 3.600 271.00 / Sqm 975.60
1,115.04
Over Head excluding Tax (10%-4%) @6% 1,115.04 x 6 % 66.90
Contractor's Profit @10% 1,181.94 x 10 % 118.19
Labour Cess @1% 1,300.14 x 1 % 13.00
1,313.14
109.43
109.40
14-18-4
Unit = Rmt
Taking output = 12 Rmt
Code Unit Qty. Amount
PL14 day 0.02 444.00 / Day 8.88
PL15 day 0.50 420.00 / Day 210.00
PL17 day 0.10 510.00 / Day 51.00
PM0123 Cum 0.012 1641.25 / Cum 19.70
PM2288 Tonne 0.001 48789.21 / MT 48.79
Providing and filling joint sealing compound as per drawings and technical
specifications with coarse sand and 6% bitumen by weight
Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint
for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal
movement upto 20 mm, covered with sealant complete as per drawing and technical
specifications.
Cost For 12 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Premoulded joint filler 12 mm thick
Total Resource Cost
Cost For 12 Rmt
Rate per Rmt
Say Rs. Per Rmt
12m long x 100 mm wide x 10mm deep recess
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Sand (Coarse)
Volume 12 x 0.1 x 0.01 = 0.012 cum
Weight 0.012 x 1400 = 16.8kg
Bitumen VG-30 (Packed)
16.8 x 0.06 = 1 kg
___________________________________________________________________________________________________Page no. 446 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
338.36
Over Head excluding Tax (10%-4%) @6% 338.36 x 6 % 20.30
Contractor's Profit @10% 358.67 x 10 % 35.87
Labour Cess @1% 394.53 x 1 % 3.95
398.48
33.21
33.20
14-19
Note:-
Unit = Rmt
Taking output = 12 Rmt
Code Unit Qty. Amount
PL14 day 0.052 444.00 / Day 23.09
PL15 day 1.00 420.00 / Day 420.00
PL17 day 0.30 510.00 / Day 153.00
PMC054 hours 1.00 146.30 / hours 146.30
PMC066 hours 0.50 687.61 / hours 343.81
PM0196 Cum 0.750 3370.83 / Cum 2,528.12
PM0039 Kg 77.500 44226.41 / MT 3,427.55
PM0232 Kg 113.000 87.31 / Kg. 9,866.03
16417.79 x 1% 164.18
17,072.07
Over Head excluding Tax (10%-4%) @6% 17,072.07 x 6 % 1,024.32
Contractor's Profit @10% 18,096.39 x 10 % 1,809.64
Labour Cess @1% 19,906.03 x 1 % 199.06
20,105.09
1,675.42
Asphaltic Plug joint
(Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and
vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying
from 500 mm to 750 mm (in traffic direction), covered with a closure plate of 200mm x 6mm
of wieldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer
modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size
and a heat resistant foam caulking/backer rod, all as per approved drawings and
specifications.)
Total Resource Cost
Cost For 12 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Aggregates 13.2/12.5 mm nominal size
Add 1 per cent for welding and foam
caulking/backer rod and other
incidentals. (on Labour & Material)
Total Resource Cost
Cost For 12 Rmt
Rate per Rmt
Machine
Mastic Cooker
Smooth Wheeled Roller 8 tonne
Bitumen (Polymer Modified)
Galvanised structural steel plate 200
mm wide, 6 mm thick, 24 m long
The nominal size of aggregates shall be 12.5 mm for depth of joint upto 75
mm and 20 mm for joints of depth more than 75 mm.
___________________________________________________________________________________________________Page no. 447 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
1,675.40
14-20
Unit = Rmt
Taking output = 12 Rmt
Code Unit Qty. Amount
PL14 day 0.06 444.00 / Day 26.64
PL15 day 1.00 420.00 / Day 420.00
PL17 day 0.50 510.00 / Day 255.00
PM0222 Rmt 12.000 #N/A / Rmt
0.00 x 5%
701.64
Over Head excluding Tax (10%-4%) @6% 701.64 x 6 % 42.10
Contractor's Profit @10% 743.74 x 10 % 74.37
Labour Cess @1% 818.11 x 1 % 8.18
826.29
68.86
68.90
14-21
Elastomeric Slab Steel Expansion Joint
Laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20
deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per
approved drawings and standard specifications to be installed by the manufacturer/supplier
or their authorised representative ensuring compliance to the manufacturer's instructions for
installation and clause 2606 of MoRTH specifications for road & bridge works. (Excluding
Cost of Expension Joint)
Compression Seal Joint
Laying of compression seal joint consisting of steel armoured nosing at two edges of the joint
gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed
cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to
cater for a horizontal movement upto 40 mm and vertical movement of 3 mm. (Excluding
Coat of compression seal joint but including cost of Galvanised Angle Section)
Say Rs. Per Rmt
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Elastomeric slab seal expansion joint
assembly manufactured by using
chloroprene, elastomer for elastomeric
slab unit conforming to clause 915.1 of
IRC: 83 (part II),
Add 5 per cent of cost of material for
anchorage reinforcement, welding and
other incidentals.
Total Resource Cost
Cost For 12 Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 448 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Rmt
Taking output = 12 Rmt
Code Unit Qty. Amount
PL14 day 0.036 444.00 / Day 15.98
PL15 day 0.60 420.00 / Day 252.00
PL17 day 0.30 510.00 / Day 153.00
PM0080 Kg 446.000 76.31 / Kg. 34,034.26
34034.26 x 5% 1,701.71
PM0265 Rmt 446.000 #N/A / Rmt
0.00 x 1%
36,156.96
Over Head excluding Tax (10%-4%) @6% 36,156.96 x 6 % 2,169.42
Contractor's Profit @10% 38,326.37 x 10 % 3,832.64
Labour Cess @1% 42,159.01 x 1 % 421.59
42,580.60
3,548.38
3,548.40
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Galvanised angle Section 100 mm x
100 mm of 12 mm thickness
Add 5 per cent of cost of above for
structural steel for anchorage, welding
and other incidentals.
Total Resource Cost
Cost For 12 Rmt
Rate per Rmt
Say Rs. Per Rmt
Preformed continuous chloroprene
elastomer or closed cell foam sealing
element with high tear strength,
vulcanised in a single operation for the
full length of a joint to ensure water
tightness.
Add 1 per cent of cost of sealing
element for lubricant-cum-adhesive and
other consumables.
1. The installation shall be done by the manufacturer or his authorised
representative to the satisfaction of the Engineer.
2. The concreting for joining the expansion joint assembly with the deck has
not been included in this analysis as the same is catered in the quantities of
RCC deck.
3. The anchoring bars of the expansion joint assembly shall be welded to the
main reinforcement of the deck.
___________________________________________________________________________________________________Page no. 449 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
14-22
Note:-
Unit = Rmt
Taking output = 12 Rmt
Code Unit Qty. Amount
PL14 day 0.050 444.00 / Day 22.20
PL15 day 1.00 420.00 / Day 420.00
PL17 day 0.25 510.00 / Day 127.50
PM0296 Rmt 12.000 4875.00 / Rmt 58,500.00
58500.00 x 5% 2,925.00
61,994.70
Over Head excluding Tax (10%-4%) @6% 61,994.70 x 6 % 3,719.68
Contractor's Profit @10% 65,714.38 x 10 % 6,571.44
Labour Cess @1% 72,285.82 x 1 % 722.86
73,008.68
6,084.06
6,084.10
Strip Seal Expansion Joint
(Providing and laying of a strip seal expansion joint catering to maximum horizontal
movement upto 70 mm, complete as per approved drawings and standard specifications to
be installed by the manufacturer/supplier or their authorised representative ensuring
compliance to the manufacturer's instructions for installation.)
1. The installation shall be done by the manufacturer or his authorised
representative to the satisfaction of the Engineer.
2. The concreting for joining the expansion joint assembly with the deck has
not been included in this analysis as the same is catered in the quantities of
RCC deck.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Strip seal expansion join
Supply of complete assembly of strip
seal expansion joint comprising of edge
beams, anchorage, strip seal element
and complete accessories as per
approved specifications and drawings.
Add 5 per cent of cost of material for
anchorage reinforcement, welding and
other incidentals.
Total Resource Cost
Cost For 12 Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 450 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
14-23
Note:-
Unit = Rmt
Taking output = 12 Rmt
Code Unit Qty. Amount
PL14 day 0.056 444.00 / Day 24.86
PL15 day 1.00 420.00 / Day 420.00
PL17 day 0.40 510.00 / Day 204.00
PM0252 Rmt 12.000 13618.00 / Rmt 1,63,416.00
1,64,064.86
Over Head excluding Tax (10%-4%) @6% 1,64,064.86 x 6 % 9,843.89
Contractor's Profit @10% 1,73,908.76 x 10 % 17,390.88
Labour Cess @1% 1,91,299.63 x 1 % 1,913.00
1,93,212.63
16,101.05
16,101.10
Modular Strip / Box Seal Joint
(Providing and laying of a modular strip Box steel expansion joint including anchorage
catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per
approved drawings and standard specifications to be installed by the manufacturer/supplier
or their authorised representative ensuring compliance to the manufacturer's instructions for
installation.)
1. The installation shall be done by the manufacturer or his authorised
representative to the satisfaction of the Engineer.
2. The concreting for joining the expansion joint assembly with the deck has
not been included in this analysis as the same is catered in the quantities of
RCC deck.
3. The anchoring bars of the expansion joint assembly shall be welded to the
main reinforcement of the deck.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Modular strip/box seal expansion joint
including anchorage catering to a
horizontal movement beyond 70 mm
and upto 140mm assembly comprising
of edge beams, central beam,2
modules chloroprene seal, anchorage
elements, support and control system,
all steel sections protected against
corrosion and installed by the
manufacturer or his authorised Total Resource Cost
Cost For 12 Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 451 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
14-24
Note:-
Unit = Rmt
Taking output = 12 Rmt
Code Unit Qty. Amount
PL14 day 0.07 444.00 / Day 31.08
PL15 day 1.25 420.00 / Day 525.00
PL17 day 0.50 510.00 / Day 255.00
PM0253 Rmt 12.000 13618.00 / Rmt 1,63,416.00
1,64,227.08
Over Head excluding Tax (10%-4%) @6% 1,64,227.08 x 6 % 9,853.62
Contractor's Profit @10% 1,74,080.70 x 10 % 17,408.07
Labour Cess @1% 1,91,488.78 x 1 % 1,914.89
1,93,403.66
16,116.97
16,117.00
Modular Strip / Box Seal Joint
(Providing and laying of a modular strip box seal expansion joint catering to a horizontal
movement beyond 140mm and upto 210mm, complete as per approved drawings and
standard specifications to be installed by the manufacturer/supplier or their authorised
representative ensuring compliance to the manufacturer's instructions for installation.)
1. The installation shall be done by the manufacturer or his authorised
representative to the satisfaction of the Engineer.
2. The concreting for joining the expansion joint assembly with the deck has
not been included in this analysis as the same is catered in the quantities of
RCC deck.
3. The anchoring bars of the expansion joint assembly shall be welded to the
main reinforcement of the deck.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Modular strip/box seal expansion joint
catering to a horizontal movement
beyond 140mm and upto 210mm
box/box seal joint assembly containing
3 modules/cells and comprising of edge
beams, two central beams, chloroprene
seal, anchorage elements, support and
control system, all steel sections
protected against corrosion and
installed by the manufacturer or his
authorised representative.
Total Resource Cost
Cost For 12 Rmt
Rate per Rmt
Say Rs. Per Rmt
___________________________________________________________________________________________________Page no. 452 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Chapter 15 - RIVER TRAINING AND PROTECTION WORKS
(Items for Bridges, Additional Overhead must be Added as per Note in Index Page)
15-1
15-1-A
Note:-
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL12 day 0.35 600.00 / Day 210.00
PL15 day 0.75 420.00 / Day 315.00
PM0162 Cum 1.000 1020.00 / Cum 1,020.00
PM0142 Cum 0.200 110.00 / Cum 22.00
1,584.76
Over Head excluding Tax (10%-4%) @6% 1,584.76 x 6 % 95.09
Contractor's Profit @10% 1,679.85 x 10 % 167.98
Labour Cess @1% 1,847.83 x 1 % 18.48
1,866.31
1,866.31
1,866.30
15-2
Note:-
Unit = Cum
Taking output = 5.63 Cum
Code Unit Qty. Amount
PL14 day 0.18 444.00 / Day 79.92
PL17 day 1.50 510.00 / Day 765.00
Providing and laying boulders apron on river bed for protection against scour with
stone boulders weighing not less than 40 kg each complete as per drawing and
Technical specification.
Boulder laid dry without wire crates.
Boulder apron laid in wire crates
(Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire
conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including
10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.)
Resource Rate
Labour (Including excavation for trimming for preparation of bed.)
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Material
Stone spall
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Boulder with minimum size of 300 mm
for Pitching at Site
Nominal excavation required for preparation of bed has been taken into
account while making provision for labour.
Readymade woven wire crate rolls have been considered in the rate
analysis. In case readymade rolls are not available, GI wire 4mm dia. @ 32
kg per 10 sqm may be provided. In that case 2 per cent of the cost of GI
wire may be added for weaving the wire crates.
(3 mx1.5mx1.25m )
Resource Rate
Labour (Including excavation for trimming for preparation of bed.)
Mate
Mazdoor/Beldar (Skilled)
___________________________________________________________________________________________________Page no. 453 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL15 day 3.00 420.00 / Day 1,260.00
PM0162 Cum 5.630 1020.00 / Cum 5,742.60
PM0142 Cum 1.130 110.00 / Cum 124.30
PM0231 Sqm 22.000 275.04 / Sqm 6,050.88
14,022.70
Over Head excluding Tax (10%-4%) @6% 14,022.70 x 6 % 841.36
Contractor's Profit @10% 14,864.06 x 10 % 1,486.41
Labour Cess @1% 16,350.47 x 1 % 163.50
16,513.97
2,933.21
2,933.20
15-3
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
12-8-A Cum 1.00 7028.90 / Cum 7,028.90
7028.90 x 2% 140.58
7,169.48
7,169.48
7,169.50
15-4
15-4-A
Unit = Cum
Taking output = 1 Cum
Cement concrete blocks (size 0.5 x 0.5 x 0.5 m)
(Providing and laying of apron with cement concrete blocks of size 0.5x0.5x0.5 m cast in-situ
and made with nominal mix of M-15 grade cement concrete with a minimum cement content
of 250 kg/cum as per IRC: 21-2000.)
Providing and laying Pitching on slopes laid over prepared filter media including
boulder apron laid dry in front of toe of embankment complete as per drawing and
Technical specifications
Stone/Boulder
Beldar/mazdoor (unskilled)
Material
Boulder with minimum size of 300 mm
for Pitching at Site
Galvanised steel wire crates of mesh
size 100 mm x 100 mm woven with
4mm dia. GI wire in rolls of required
size.
Total Resource Cost
Cost For 5.63 Cum
Rate per Cum
Say Rs. Per Cum
Stone spall
Resource Rate
Sub-Item
Concrete Grade M15 (i/c OH & CP)
Add 2 per cent of cost to account for
excavation for preparation of bed,
nominal surface reinforcement and
filling of granular material in recesses
between blocks.
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
___________________________________________________________________________________________________Page no. 454 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL12 day 0.35 600.00 / Day 210.00
PL15 day 0.75 420.00 / Day 315.00
PM0162 Cum 1.000 1020.00 / Cum 1,020.00
PM0142 Cum 0.200 110.00 / Cum 22.00
1,584.76
Over Head excluding Tax (10%-4%) @6% 1,584.76 x 6 % 95.09
Contractor's Profit @10% 1,679.85 x 10 % 167.98
Labour Cess @1% 1,847.83 x 1 % 18.48
1,866.31
1,866.31
1,866.30
15-4-B
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
12-8-A Cum 1.00 7028.90 / Cum 7,028.90
7028.90 x 2% 140.58
7,169.48
7,169.48
7,169.50
15-5
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.05 444.00 / Day 22.20
PL17 day 0.25 510.00 / Day 127.50
PL15 day 1.00 420.00 / Day 420.00
Cement Concrete blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15
Providing and laying Filter material underneath pitching in slopes complete as per
drawing and Technical specification
Labour
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Material
Boulder with minimum size of 300 mm
for Pitching at Site
Stone spall
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Sub-Item
Add 2 per cent of cost to account for
nominal surface reinforcement and
filling of granular material in recesses
between blocks.
Say Rs. Per Cum
Resource Rate
Labour
Mate
Concrete Grade M15 (i/c OH & CP)
Cost For 1 Cum
Rate per Cum
Resource Rate
Mazdoor/Beldar (Skilled)
Beldar/mazdoor (unskilled)
___________________________________________________________________________________________________Page no. 455 of 477
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0085 Cum 1.200 1690.00 / Cum 2,028.00
2,597.70
Over Head excluding Tax (10%-4%) @6% 2,597.70 x 6 % 155.86
Contractor's Profit @10% 2,753.56 x 10 % 275.36
Labour Cess @1% 3,028.92 x 1 % 30.29
3,059.21
3,059.21
3,059.20
15-6
Unit = Sqm
Taking output = 10 Sqm
Code Unit Qty. Amount
PL14 day 0.02 444.00 / Day 8.88
PL17 day 0.10 510.00 / Day 51.00
PL15 day 0.30 420.00 / Day 126.00
PM0298 Sqm 11.000 27.10 / Sqm 298.10
483.98
Over Head excluding Tax (10%-4%) @6% 483.98 x 6 % 29.04
Contractor's Profit @10% 513.02 x 10 % 51.30
Labour Cess @1% 564.32 x 1 % 5.64
569.96
57.00
57.00
15-7
Geotextile Filter
(Laying of a geotextile filter between pitching and embankment slopes on which pitching is
laid to prevent escape of the embankment material through the voids of the stone
pitching/cement concrete blocks as well as to allow free movement of water without creating
any uplift head on the pitching.)
Toe protection
(A toe wall for toe protection can either be in dry rubble masonry in case of dry rubble
pitching or pitching with stones in wire crates or it can be in PCC M15 nominal mix if cement
concrete block have been used for pitching . Rates for toe wall can be adopted from
respective clauses depending upon approved design. The rate for excavation for foundation,
dry rubble masonry and PCC M15 have been analysed and given in respective chapters.)
Synthetic Geogrids as per clause
3102.8 and approved design and
specifications.
Material
Graded stone aggregate
Total Resource Cost
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Mazdoor/Beldar (Skilled)
Beldar/mazdoor (unskilled)
Material
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
___________________________________________________________________________________________________Page no. 456 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
15-8
15-8-A
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.08 444.00 / Day 35.52
PL12 day 0.50 600.00 / Day 300.00
PL15 day 1.50 420.00 / Day 630.00
PM0136 Cum 1.000 476.22 / Cum 476.22
PM0142 Cum 0.200 110.00 / Cum 22.00
1,463.74
12-6-A Cum 0.33 7007.40 / Cum 2,312.44
12-8-A Cum 0.33 7028.90 / Cum 2,319.54
4631.98 x 1% 46.32
Over Head excluding Tax (10%-4%) @6% 1,463.74 x 6 % 87.82
Contractor's Profit @10% 1,551.56 x 10 % 155.16
Labour Cess @1% 1,706.72 x 1 % 17.07
6,402.09
6,402.09
6,402.10
15-8-B
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
12-8-A Cum 1.00 7028.90 / Cum 7,028.90
12-8-A Cum 0.33 7028.90 / Cum 2,319.54
9348.44 x 1% 93.48
9,441.92
9,441.92
Providing and laying Flooring complete as per drawing and Technical specifications
laid over cement concrete bedding.
Rubble stone laid in cement mortar 1:3
Cement Concrete blocks Grade M15
Rate per Cum
Say Rs. Per Cum
Sub-Item
Cement mortor 1:3
Add for cement concrete bedding (M15
Nominal mix)
Add 1 per cent of cost to account for
excavation for preparation of bed.
Stone for Random Rubble Masonry
Resource Rate
Concrete Grade M15 block.
Add for cement concrete bedding
(Assume Cement Concrete blocks
thickness 300mm and cement concrete
bedding thickness 100mm)
Sub-Item
Add 1 per cent of cost to account for
excavation for preparation of bed.
Cost For 1 Cum
Rate per Cum
Resource Rate
Labour
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Material
Stone spall
Total Resource Cost
Cost For 1 Cum
___________________________________________________________________________________________________Page no. 457 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
9,441.90
15-9
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.10 444.00 / Day 44.40
PL12 day 0.50 600.00 / Day 300.00
PL15 day 1.50 420.00 / Day 630.00
974.40 x 1% 9.74
PM0136 Cum 1.000 476.22 / Cum 476.22
PM0142 Cum 0.200 110.00 / Cum 22.00
1,482.36
Over Head excluding Tax (10%-4%) @6% 1,482.36 x 6 % 88.94
Contractor's Profit @10% 1,571.31 x 10 % 157.13
Labour Cess @1% 1,728.44 x 1 % 17.28
1,745.72
1,745.72
1,745.70
15-10
Note:-
15-10-A
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
12-7-A Cum 1.00 5815.60 / Cum 5,815.60
5,815.60
5,815.60
5,815.60
15-10-B
Unit = Cum
Taking output = 1 Cum
Rate
Sub-Item
Rate per Cum
Say Rs. Per Cum
Other items like excavation for foundation, filling behind wall, filter media,
weep holes etc. shall be added separately as per approved design.
Dry rubble Flooring
Curtain wall complete as per drawing and Technical specification
(Either of Stone masonry in cement mortar (1:3) or Cement concrete Grade M15 may be
used for Curtain Wall)
Stone masonry in cement mortar (1:3)
Cement concrete Grade M15
Resource
Coursed rubble masonry (1st sort)
Cost For 1 Cum
Resource Rate
Labour
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Material
Stone for Random Rubble Masonry
Stone spall
Total Resource Cost
Say Rs. Per Cum
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Add 1 per cent of labour for trimming
and preparation of base.
___________________________________________________________________________________________________Page no. 458 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Code Unit Qty. Amount
12-8-A Cum 1.00 7028.90 / Cum 7,028.90
7,028.90
7,028.90
7,028.90
15-11
Unit = Cum
Taking output = 1 Cum
Code Unit Qty. Amount
PL14 day 0.05 444.00 / Day 22.20
PL12 day 0.25 600.00 / Day 150.00
PL15 day 1.00 420.00 / Day 420.00
PM0162 Cum 1.000 1020.00 / Cum 1,020.00
PM0142 Cum 0.200 110.00 / Cum 22.00
1634.20 x 1% 16.34
1,650.54
Over Head excluding Tax (10%-4%) @6% 1,650.54 x 6 % 99.03
Contractor's Profit @10% 1,749.57 x 10 % 174.96
Labour Cess @1% 1,924.53 x 1 % 19.25
1,943.78
1,943.78
1,943.80
15-12
Rate per Cum
Say Rs. Per Cum
Resource Rate
Sub-Item
Concrete Grade M15
Cost For 1 Cum
Rate per Cum
Say Rs. Per Cum
Resource Rate
Labour
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Add 1 per cent of cost for trimming and
preparation of bed.
Material
Boulder with minimum size of 300 mm
for Pitching at Site
Stone spall
Total Resource Cost
Cost For 1 Cum
Flexible Apron :
Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less
than 40 kg beyond curtain wall.
Gabian Structure for Retaining Earth
(Providing and construction of a gabain structure for retaining earth with segments of wire
crates of size 7 m x 3 m x 0.6 m each divided into 1.5 m compartments by cross netting,
made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength
of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into
mesh with double twist, mesh size not exceeding 100 x 100 mm, filled with boulders with
least dimension of 200 mm, all loose ends to be tied with 4 mm galvanised steel wire)
___________________________________________________________________________________________________Page no. 459 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Note:-
Unit = Cum
Taking output = 12.60 Cum
Code Unit Qty. Amount
PL14 day 0.28 444.00 / Day 124.32
PL17 day 2.00 510.00 / Day 1,020.00
PL15 day 5.00 420.00 / Day 2,100.00
PM0162 Cum 12.600 1020.00 / Cum 12,852.00
PM0142 Cum 2.520 110.00 / Cum 277.20
PM0231 Sqm 61.000 275.04 / Sqm 16,777.44
33,150.96
Over Head excluding Tax (10%-4%) @6% 33,150.96 x 6 % 1,989.06
Contractor's Profit @10% 35,140.02 x 10 % 3,514.00
Labour Cess @1% 38,654.02 x 1 % 386.54
39,040.56
3,098.46
3,098.50
15-13
Note:-
Unit = Cum
Size 7 x 3 x 0.6 = 12.60 cum
Resource Rate
Labour
Mate
Mazdoor/Beldar (Skilled)
Beldar/mazdoor (unskilled)
Material
Boulder with minimum size of 300 mm
for Pitching at Site
Stone spall
Total Resource Cost
Cost For 12.6 Cum
Rate per Cum
Say Rs. Per Cum
Galvanised steel wire crates of mesh
size 100 mm x 100 mm woven with
4mm dia. GI wire in rolls of required
size.
Readymade woven wire crate rolls have been considered in the rate
analysis. In case readymade rolls are not available, GI wire 4mm dia. @ 32
kg per 10 sqm may be provided. In that case 2 per cent of the cost of GI
wire may be added for weaving the wire crates.
Readymade woven wire crate rolls have been considered in the rate
analysis. In case readymade rolls are not available, GI wire 4mm dia. @ 32
kg per 10 sqm may be provided. In that case 2 per cent of the cost of GI
wire may be added for weaving the wire crates.
Size 2 x 1 x 0.3 x 10 Nos. = 6.00 cum
Gabian Structure for Erosion Control, River Training Works and Protection works
(Providing and constructing gabain structures for erosion control, river training works
and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m
compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10
sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and
galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh
size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200
mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)
___________________________________________________________________________________________________Page no. 460 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 6.00 Cum
Code Unit Qty. Amount
PL14 day 0.14 444.00 / Day 62.16
PL17 day 1.00 510.00 / Day 510.00
PL15 day 2.50 420.00 / Day 1,050.00
PM0162 Cum 6.000 1020.00 / Cum 6,120.00
PM0142 Cum 2.100 110.00 / Cum 231.00
PM0231 Sqm 65.000 275.04 / Sqm 17,877.60
25,850.76
Over Head excluding Tax (10%-4%) @6% 25,850.76 x 6 % 1,551.05
Contractor's Profit @10% 27,401.81 x 10 % 2,740.18
Labour Cess @1% 30,141.99 x 1 % 301.42
30,443.41
5,073.90
5,073.90
(Items for Bridges, Additional Overhead must be Added as per Note in Index Page)
16-1
Unit = Sqm
Taking output = 10.00 Sqm
Code Unit Qty. Amount
PL14 day 0.06 444.00 / Day 26.64
PL15 day 1.00 420.00 / Day 420.00
PMC133 hours 1.00 3540.46 / day 442.56
PMC031 hours 0.50 526.68 / hours 263.34
1,152.54
Over Head excluding Tax (10%-4%) @6% 1,152.54 x 6 % 69.15
Contractor's Profit @10% 1,221.69 x 10 % 122.17
Labour Cess @1% 1,343.86 x 1 % 13.44
1,357.30
135.73
Rate per Cum
Say Rs. Per Cum
Size 2 x 1 x 0.3 x 10 Nos. = 6.00 cum
Resource Rate
Labour
Mate
Mazdoor/Beldar (Skilled)
Beldar/mazdoor (unskilled)
Material
Boulder with minimum size of 300 mm
for Pitching at Site
Stone spall
Galvanised steel wire crates of mesh
size 100 mm x 100 mm woven with
4mm dia. GI wire in rolls of required
size.
Total Resource Cost
Cost For 6 Cum
Chapter 16 - REPAIR AND REHABILITATION
Removal of existing cement concrete wearing coat including its disposal complete as per
Technical specification without causing any detrimental effect to any part of the bridge
structure and removal of dismantled material with all lifts and lead upto 1000m (Thickness 75
mm)
( Thickness 75 mm)
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Machine
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.Tractor with trolley.
___________________________________________________________________________________________________Page no. 461 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
135.70
16-2
Unit = Sqm
Taking output = 10.00 Sqm
Code Unit Qty. Amount
PL14 day 0.03 444.00 / Day 13.32
PL15 day 0.75 420.00 / Day 315.00
PMC133 hours 0.75 3540.46 / day 331.92
PMC031 hours 0.40 526.68 / hours 210.67
870.91
Over Head excluding Tax (10%-4%) @6% 870.91 x 6 % 52.25
Contractor's Profit @10% 923.16 x 10 % 92.32
Labour Cess @1% 1,015.48 x 1 % 10.15
1,025.64
102.56
102.60
16-3
Unit = Sqm
Taking output = 1.00 Sqm
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL12 day 0.04 600.00 / Day 24.00
PL15 day 0.14 420.00 / Day 58.80
PMC092 hours 0.10 438.90 / hours 43.89
PM0049 Kg 16.00 7512.09 / MT 120.19
PM0123 cu.m 0.04 1641.25 / Cum 65.65
PM0224 Kg 0.67 255.00 / Kg. 170.85
Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic
concrete laid over 12 mm thick mastic asphalt including disposal with all lift and lead
upto 1000m.
Guniting concrete surface with cement mortar applied with compressor after cleaning
surface and spraying with epoxy complete as per Technical specification
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Air compressor 250 cfm with two leads
for pneumatic cutters/hammers.Tractor with trolley.
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Assuming thickness 25 mm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Machine
Compressor with guniting equipment
along with accessories
Mason 1st class
Material
Cement
Sand (Coarse)
Epoxy compound with accessories for
preparing epoxy mortar
___________________________________________________________________________________________________Page no. 462 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0297 Kg 0.64 51.00 / Kg. 32.64
PM0305 Kg 2.00 195.31 / Kg. 390.62
779.95 x 2% 15.60
926.68
Over Head excluding Tax (10%-4%) @6% 926.68 x 6 % 55.60
Contractor's Profit @10% 982.28 x 10 % 98.23
Labour Cess @1% 1,080.51 x 1 % 10.81
1,091.32
1,091.32
1,091.30
16-4
Unit = No.
Taking output = 1 No.
Code Unit Qty. Amount
PL14 day 0.01 444.00 / Day 4.44
PL15 day 0.04 420.00 / Day 16.80
PL17 day 0.16 510.00 / Day 81.60
102.84 x 10 % 10.28
PM0254 No. 1.00 13.50 / Nos. 13.50
13.50 x 15% 2.03
128.65
Over Head excluding Tax (10%-4%) @6% 128.65 x 6 % 7.72
Contractor's Profit @10% 136.37 x 10 % 13.64
Cement, fixing compound and
consumables @ 15 per cent of cost of
nipple
Providing and inserting nipples with approved fixing compound after drilling holes for
grouting as per Technical specifications including subsequent cutting/removal and
sealing of the hole as necessary of nipples after completion of grouting with
Cement/Epoxy
Total Resource Cost
Super plastisizer admixture IS marked
as per 9103-1999
Wire mesh 50mm x 50mm size of 3mm
wire
Total Resource Cost
Cost For 1 Sqm
Rate per Sqm
Say Rs. Per Sqm
Add 2 per cent of cost of material for
miscellaneous consumables like
nozzles, wire brush, cotton waste etc.
Resource Rate
Labour
Mate
labour for drilling 0.08 and labour for
fixing nipple and sealing inlets 0.08 =
0.16
Add 10 per cent of labour cost for
drilling holes etc
Material
Nipples 12mm
Beldar/mazdoor (unskilled)
for cutting and removing of nipples
Mazdoor/Beldar (Skilled)
___________________________________________________________________________________________________Page no. 463 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 150.00 x 1 % 1.50
151.50
151.50
151.50
16-5
16-5-A
Unit = Kg
Taking output = 1.00 Kg
Code Unit Qty. Amount
PL14 day 0.08 444.00 / Day 35.52
PL15 day 0.10 420.00 / Day 42.00
PL17 day 0.10 510.00 / Day 51.00
PM0239 Hr. 0.10 695.00 / hours 69.50
PM0049 Kg 1.10 7512.09 / MT 8.26
8.26 x 2% 0.17
206.45
Over Head excluding Tax (10%-4%) @6% 206.45 x 6 % 12.39
Contractor's Profit @10% 218.84 x 10 % 21.88
Labour Cess @1% 240.72 x 1 % 2.41
243.13
243.13
243.10
16-5-B
Unit = Kg
Taking output = 1.00 Kg
Code Unit Qty. Amount
PL14 day 0.08 444.00 / Day 35.52
PL15 day 0.10 420.00 / Day 42.00
PL17 day 0.10 510.00 / Day 51.00
PM0239 Hr. 0.10 695.00 / hours 69.50
PM0049 Kg 0.55 7512.09 / MT 4.13
PM0123 Kg 0.55 1641.25 / Cum 0.60
Sealing of cracks/porous concrete by injection process through nipples/Grouting
complete as per Technical specification.
Cement Grout
Cement mortar (1:1) Grouting
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Grouting pump with agitator
Cement
Admixtures (anti shrinkage compound)
@ 20 per cent of cost of cement
Total Resource Cost
Cost For 1 Kg
Rate per Kg
Say Rs. Per Kg
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Grouting pump with agitator
Cement
Sand (Coarse)
Cost For 1 No.
Rate per No.
Say Rs. Per No.
___________________________________________________________________________________________________Page no. 464 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
4.13 x 2% 0.08
202.84
Over Head excluding Tax (10%-4%) @6% 202.84 x 6 % 12.17
Contractor's Profit @10% 215.01 x 10 % 21.50
Labour Cess @1% 236.51 x 1 % 2.37
238.87
238.87
238.90
16-6
Note:-
Unit = Sqm
Taking output = 10.00 Sqm
Code Unit Qty. Amount
PL14 day 0.06 444.00 / Day 26.64
PL15 day 0.75 420.00 / Day 315.00
PL17 day 0.75 510.00 / Day 382.50
PM0239 Hr. 2.00 695.00 / hours 1,390.00
PM0267 Kg 315.00 3.91 / Kg. 1,231.65
3,345.79
Over Head excluding Tax (10%-4%) @6% 3,345.79 x 6 % 200.75
Contractor's Profit @10% 3,546.54 x 10 % 354.65
Labour Cess @1% 3,901.19 x 1 % 39.01
3,940.20
394.02
394.00
Patching of damaged concrete surface with polymer concrete and curing compounds,
initiator and promoter, available in present formulations, to be applied as per
instructions of manufacturer and as approved by the Engineer.
Admixtures (anti shrinkage compound)
@ 20 per cent of cost of cement
Total Resource Cost
Cost For 1 Kg
Rate per Kg
Say Rs. Per Kg
Sand including 10 per cent wastage
(density 1.5)
for an average thickness of 25mm.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Grouting pump with agitator
Pre-packed cement based polymer
concrete of strength 45 Mpa at 28 days
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
This item is a proprietory item available in market as pre-packed polymer
concrete and is required to be applied as per instructions of the
manufacturer.
___________________________________________________________________________________________________Page no. 465 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
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PWD UTTARAKHAND
RATE ANALYSIS REPORT
16-7
Unit = Kg
Taking output = 1.00 Kg
Code Unit Qty. Amount
PL14 day 0.08 444.00 / Day 35.52
PL15 day 0.10 420.00 / Day 42.00
PL17 day 0.10 510.00 / Day 51.00
PMC094 hours 0.10 321.86 / hours 32.19
PM0224 Kg 1.10 255.00 / Kg. 280.50
441.21
Over Head excluding Tax (10%-4%) @6% 441.21 x 6 % 26.47
Contractor's Profit @10% 467.68 x 10 % 46.77
Labour Cess @1% 514.45 x 1 % 5.14
519.59
519.59
519.60
16-8
Unit = Sqm
Taking output = 10 Sqm
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL15 day 0.50 420.00 / Day 210.00
PL17 day 0.50 510.00 / Day 255.00
PM0225 Kg 2.20 81.00 / Kg. 178.20
PM0227 Kg 4.50 469.00 / Kg. 2,110.50
2288.70 x 3% 68.66
2,840.12
Over Head excluding Tax (10%-4%) @6% 2,840.12 x 6 % 170.41
Contractor's Profit @10% 3,010.53 x 10 % 301.05
Sealing of crack / porous concrete with Epoxy Grout by injection through nipples
complete as per clause 2803.1.
Applying epoxy mortar over leached, honey combed and spalled concrete surface and
exposed steel reinforcement complete as per Technical specification
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Epoxy compound with accessories for
preparing epoxy mortar
Total Resource Cost
Cost For 1 Kg
Rate per Kg
Say Rs. Per Kg
Machine
Epoxy Injection gun
Assume average 10mm thickness of epoxy mortar
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Epoxy mortar
Material
Add 3 per cent cost of material for
other consumables like acetone etc and
to cover wastage.
Total Resource Cost
Resource Rate
Epoxy resin-hardner mix for prime coat
___________________________________________________________________________________________________Page no. 466 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Labour Cess @1% 3,311.58 x 1 % 33.12
3,344.70
334.47
334.50
16-9
Unit = Sqm
Taking output = 10 Sqm
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL15 day 0.50 420.00 / Day 210.00
PL17 day 0.50 510.00 / Day 255.00
PMC001 hours 1.00 405.65 / hours 405.65
PMC078 hours 0.02 321.86 / hours 6.44
PMC092 hours 1.00 438.90 / hours 438.90
PM0049 Kg 120.00 7512.09 / MT 901.45
PM0144 KL 0.10 135.00 / KL 13.50
PM0123 Cum 0.15 1641.25 / Cum 246.19
PM0175 Cum 0.15 1589.23 / Cum 238.38
PM0269 Kg 2.50 35.00 / Kg. 87.50
2,820.77
Over Head excluding Tax (10%-4%) @6% 2,820.77 x 6 % 169.25
Contractor's Profit @10% 2,990.02 x 10 % 299.00
Labour Cess @1% 3,289.02 x 1 % 32.89
3,321.91
332.19
332.20
16-10
40 mm average thickness.
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Cement
Quick setting compound
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Machine
Compressor with guniting equipment
along with accessories
Air Compressor 210 cfm
Water Tanker
Water
Sand (Coarse)
Coarse graded Granular sub-base
Material 4.75 mm to 2.36 mm
Removal of defective concrete, cleaning the surface thoroughly, applying the
shotcrete mixture mechanically with compressed air under pressure, comprising of
cement, sand, coarse aggregates, water and quick setting compound in the
proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383
and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50,
density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and
workmanship conforming to clause 2807.6.
Applying pre-packed cement based polymer mortar of strength 45 Mpa at 28 days for
replacement of spalled concrete
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
___________________________________________________________________________________________________Page no. 467 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Sqm
Taking output = 10 Sqm
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL15 day 0.50 420.00 / Day 210.00
PL17 day 0.50 510.00 / Day 255.00
PM0198 Lit 1.40 329.00 / litre 460.60
PM0267 Kg 12.00 3.91 / Kg. 46.92
507.52 x 3% 15.23
1,005.51
Over Head excluding Tax (10%-4%) @6% 1,005.51 x 6 % 60.33
Contractor's Profit @10% 1,065.84 x 10 % 106.58
Labour Cess @1% 1,172.42 x 1 % 11.72
1,184.14
118.41
118.40
16-11
Unit = Sqm
Taking output = 10 Sqm
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL15 day 0.50 420.00 / Day 210.00
PL17 day 0.50 510.00 / Day 255.00
PM0227 Kg 8.00 469.00 / Kg. 3,752.00
3752.00 x 3% 112.56
4,347.32
Over Head excluding Tax (10%-4%) @6% 4,347.32 x 6 % 260.84
Contractor's Profit @10% 4,608.16 x 10 % 460.82
Labour Cess @1% 5,068.98 x 1 % 50.69
5,119.66
511.97
512.00
Material
Acrylic polymer bonding coat
Pre-packed cement based polymer
concrete of strength 45 Mpa at 28 days
Add 3 per cent of Material above for
wastage.
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Material
Epoxy resin-hardner mix for prime coat
Add 3 per cent of Material above for
wastage.
Total Resource Cost
Cost For 10 Sqm
Rate per Sqm
Say Rs. Per Sqm
Assumed thickness - 10 mm
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Mazdoor/Beldar (Skilled)
Eproxy bonding of new concrete to old concrete
___________________________________________________________________________________________________Page no. 468 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
16-12
Unit = Tonne
Taking output = 1 Tonne
Code Unit Qty. Amount
PL14 day 0.24 444.00 / Day 106.56
PL16 day 3.00 444.00 / Day 1,332.00
PL15 day 3.00 420.00 / Day 1,260.00
PL14 day 0.44 444.00 / Day 195.36
PL03 day 3.00 600.00 / Day 1,800.00
PL15 day 8.00 420.00 / Day 3,360.00
PL14 day 0.13 444.00 / Day 57.72
PL11 day 0.70 528.00 / Day 369.60
PL15 day 2.65 420.00 / Day 1,113.00
PL14 day 0.13 444.00 / Day 57.72
PL12 day 0.70 600.00 / Day 420.00
PL15 day 2.65 420.00 / Day 1,113.00
PMC062 hours 4.00 160.93 / hours 643.72
PM0239 Hr. 1.35 695.00 / hours 938.25
PM0049 Tonne 0.40 7512.09 / MT 3,004.84
PM0101 Tonne 2.10 56312.09 / MT 1,18,255.39
PM0224 Kg 6.00 255.00 / Kg. 1,530.00
PM0242 Rmt 112.00 73.00 / Rmt 8,176.00
PM0247 Tonne 1.05 92575.00 / MT 97,203.75
PM0302 No. 8.00 4063.00 / Nos. 32,504.00
Grouting pump with agitator
Labour ii) For making and fixing anchorages for cables and placement of cables .
Mate
Blacksmith 1st class/ Electrician
Beldar/mazdoor (unskilled)
Labour iii) For prestressing
Mate
Fitter (grade 1)
Beldar/mazdoor (unskilled)
Labour iv) For grouting
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Machine
Prestressing Jack with Pump & access
Cement
Structural Steel (E 250)
Epoxy compound with accessories for
preparing epoxy mortar
HDPE pipes 75mm dia
HTS strand
Tube anchorage set complete with
bearing plate, permanent wedges etc
Resource Rate
Labour i) For making holes in the structure .
Mate
Mazdoor (Semi skilled)
Beldar/mazdoor (unskilled)
Material
Providing external prestressing with high tensile steel wires/strands including drilling
for passage of prestessing steel, all accessories for stressing and stressing operation
and grouting complete as per drawing and Technical specification
Span assumed: 25 m, No. of cables: 4 no
No. of anchorages : 8 no. Assume 12.7mm dia.
Strand in 12T13 system. Weight-9.42 kg/m of cable.
___________________________________________________________________________________________________Page no. 469 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
260673.98 x 20% 52,134.80
3,25,575.70
Over Head excluding Tax (10%-4%) @6% 3,25,575.70 x 6 % 19,534.54
Contractor's Profit @10% 3,45,110.24 x 10 % 34,511.02
Labour Cess @1% 3,79,621.27 x 1 % 3,796.21
3,83,417.48
3,83,417.48
3,83,417.50
16-13
Unit = Tonne
Taking output = 3.10 Tonne
Code Unit Qty. Amount
PL14 day 0.08 444.00 / Day 35.52
PL16 day 8.00 444.00 / Day 3,552.00
PL15 day 8.00 420.00 / Day 3,360.00
PL14 day 1.28 444.00 / Day 568.32
PL03 day 7.00 600.00 / Day 4,200.00
PL15 day 25.00 420.00 / Day 10,500.00
PL14 day 0.20 444.00 / Day 88.80
PL11 day 1.00 528.00 / Day 528.00
PL15 day 4.00 420.00 / Day 1,680.00
PL14 day 0.26 444.00 / Day 115.44
PL12 day 1.50 600.00 / Day 900.00
PL15 day 5.00 420.00 / Day 2,100.00
PMC062 hours 7.00 160.93 / hours 1,126.51
PM0239 Hr. 3.00 695.00 / hours 2,085.00
Beldar/mazdoor (unskilled)
Labour ii) For making and fixing anchorages for cables and placement of cables .
Mate
Blacksmith 1st class/ Electrician
Beldar/mazdoor (unskilled)
Labour iii) For prestressing
Mate
Fitter (grade 1)
Beldar/mazdoor (unskilled)
Labour iv) For grouting
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Machine
Prestressing Jack with Pump & access
Grouting pump with agitator
Material
Add 20 per cent cost of material for
other materials like lead sheet, sleeves,
deviator fixtures etc.
Total Resource Cost
Cost For 1 Tonne
Rate per Tonne
Say Rs. Per Tonne
Resource Rate
Labour i) For making holes in the structure .
Mate
Mazdoor (Semi skilled)
Providing external prestressing with high tensile steel wires/strands including drilling
for passage of prestessing steel, all accessories for stressing and stressing operation
and grouting complete as per drawing and Technical specification
Span assumed: 50 m, No. of cables: 4 no
No. of anchorages : 8 no. Assume 12.7mm dia.
Strand in 19T13 system. Weight-14.73 kg/m of cable.
___________________________________________________________________________________________________Page no. 470 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PM0049 Tonne 1.01 7512.09 / MT 7,587.21
PM0101 Tonne 7.00 56312.09 / MT 3,94,184.63
PM0224 Kg 10.00 255.00 / Kg. 2,550.00
PM0243 Rmt 224.00 98.00 / Rmt 21,952.00
PM0247 Tonne 3.10 92575.00 / MT 2,86,982.50
PM0302 No. 8.00 4063.00 / Nos. 32,504.00
745760.34 x 20% 1,49,152.07
9,25,752.00
Over Head excluding Tax (10%-4%) @6% 9,25,752.00 x 6 % 55,545.12
Contractor's Profit @10% 9,81,297.12 x 10 % 98,129.71
Labour Cess @1% 10,79,426.83 x 1 % 10,794.27
10,90,221.10
3,51,684.23
3,51,684.20
16-14
Unit = Tonne
Taking output = 9.28 Tonne
Code Unit Qty. Amount
PL14 day 1.72 444.00 / Day 763.68
PL16 day 18.00 444.00 / Day 7,992.00
PL15 day 25.00 420.00 / Day 10,500.00
PL14 day 4.00 444.00 / Day 1,776.00
PL03 day 20.00 600.00 / Day 12,000.00
PL15 day 80.00 420.00 / Day 33,600.00
PL14 day 0.30 444.00 / Day 133.20
PL11 day 1.50 528.00 / Day 792.00
PL15 day 6.00 420.00 / Day 2,520.00
Mazdoor (Semi skilled)
Beldar/mazdoor (unskilled)
Labour ii) For making and fixing anchorages for cables and placement of cables .
Mate
Blacksmith 1st class/ Electrician
Beldar/mazdoor (unskilled)
Labour iii) For prestressing
Mate
Fitter (grade 1)
Beldar/mazdoor (unskilled)
Cement
Structural Steel (E 250)
Epoxy compound with accessories for
preparing epoxy mortar
HDPE pipes 90mm dia
HTS strand
Tube anchorage set complete with
bearing plate, permanent wedges etc
Add 20 per cent cost of material for
other materials like lead sheet, sleeves,
deviator fixtures etc.
Total Resource Cost
Cost For 3.1 Tonne
Rate per Tonne
Say Rs. Per Tonne
Resource Rate
Labour i) For making holes in the structure .
Mate
Providing external prestressing with high tensile steel wires/strands including drilling
for passage of prestessing steel, all accessories for stressing and stressing operation
and grouting complete as per drawing and Technical specification
Span assumed: 100 m, No. of cables: 6 no
No. of anchorages : 12 no. Assume 12.7mm dia.
Strand in 19T13 system. Weight-14.73 kg/m of cable.
___________________________________________________________________________________________________Page no. 471 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PL14 day 1.00 444.00 / Day 444.00
PL12 day 5.00 600.00 / Day 3,000.00
PL15 day 20.00 420.00 / Day 8,400.00
PMC062 hours 10.00 160.93 / hours 1,609.30
PM0239 Hr. 10.00 695.00 / hours 6,950.00
PM0049 Tonne 3.04 7512.09 / MT 22,836.75
PM0101 Tonne 20.00 56312.09 / MT 11,26,241.80
PM0224 Kg 14.00 255.00 / Kg. 3,570.00
PM0243 Rmt 672.00 98.00 / Rmt 65,856.00
PM0247 Tonne 9.28 92575.00 / MT 8,59,096.00
PM0302 No. 12.00 4063.00 / Nos. 48,756.00
2126356.55 x 20% 4,25,271.31
26,42,108.04
Over Head excluding Tax (10%-4%) @6% 26,42,108.04 x 6 % 1,58,526.48
Contractor's Profit @10% 28,00,634.53 x 10 % 2,80,063.45
Labour Cess @1% 30,80,697.98 x 1 % 30,806.98
31,11,504.96
3,35,291.48
3,35,291.50
16-15
Unit = No.
Taking output = 3.00 No.
Code Unit Qty. Amount
PL14 day 0.64 444.00 / Day 284.16
PL17 day 4.00 510.00 / Day 2,040.00
PL15 day 12.00 420.00 / Day 5,040.00
Lifting of superstructure span by jacking up from below i.e. by
placing the jacks on pier/abutment caps for span length of 30m.
The work entails replacement of all the bearings on one side of
the span.
Mate
Mazdoor/Beldar (Skilled)
Beldar/mazdoor (unskilled)
a) Lifting of span
Labour iv) For grouting
Mate
Mason 1st class
Beldar/mazdoor (unskilled)
Machine
Prestressing Jack with Pump & access
Grouting pump with agitator
Material
Cement
Structural Steel (E 250)
Epoxy compound with accessories for
preparing epoxy mortar
HDPE pipes 90mm dia
HTS strand
Tube anchorage set complete with
bearing plate, permanent wedges etc
Add 20 per cent cost of material for
other materials like lead sheet, sleeves,
deviator fixtures etc.
Total Resource Cost
Cost For 9.28 Tonne
Rate per Tonne
Say Rs. Per Tonne
Resource Rate
Labour
Lifting of span and Replacement of bearings (Excluding Cost of Bearing) complete as
per Technical specification,
___________________________________________________________________________________________________Page no. 472 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
PMC099 Day 3.00 684.95 / day 2,054.85
PM0308 Cum 0.15 13.00 / Cum 1.95
9,420.96
Over Head excluding Tax (10%-4%) @6% 9,420.96 x 6 % 565.26
Contractor's Profit @10% 9,986.22 x 10 % 998.62
Labour Cess @1% 10,984.84 x 1 % 109.85
11,094.69
3,698.23
3,698.20
16-16
Unit = No.
Taking output = 3.00 No.
Code Unit Qty. Amount
PL14 day 0.64 444.00 / Day 284.16
PL17 day 4.00 510.00 / Day 2,040.00
PL15 day 12.00 420.00 / Day 5,040.00
PMC099 Day 3.00 684.95 / day 2,054.85
PM0308 Cum 0.15 13.00 / Cum 1.95
9,420.96
Over Head excluding Tax (10%-4%) @6% 9,420.96 x 6 % 565.26
Contractor's Profit @10% 9,986.22 x 10 % 998.62
Labour Cess @1% 10,984.84 x 1 % 109.85
11,094.69
3,698.23
3,698.20
16-17
Resource Rate
a) Lifting of superstructure span by jacking up from below i.e. by placing the jacks on pier/abutment caps for
span length of 30m.
Labour
Mate
Mazdoor/Beldar (Skilled)
Beldar/mazdoor (unskilled)
Machine
Jack for Lifting 40 tonne lifting capacity.
Material
Wooden packing
Total Resource Cost
Cost For 3 No.
Rate per No.
Say Rs. Per No.
Machine
Jack for Lifting 40 tonne lifting capacity.
Material
Wooden packing
Total Resource Cost
Cost For 3 No.
Rate per No.
Say Rs. Per No.
The rectification of 3 bearings included in this analysis are on the
same side of the span.
Rectification of bearings (Excluding Cost of Bearing Parts) as per Technical
specifications
Replacement of Expansion Joints complete as per drawings
(The rate for the installation of new expansion joints may be taken from the chapter on
superstructure. Broken concrete will have to be replaced which has been included in this
analysis.)
___________________________________________________________________________________________________Page no. 473 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Taking output = 12.00 Rmt
Code Unit Qty. Amount
PL14 day 0.26 444.00 / Day 115.44
PL17 day 0.50 510.00 / Day 255.00
PL15 day 6.00 420.00 / Day 2,520.00
PM0224 Kg 9.60 255.00 / Kg. 2,448.00
5,338.44
14-1-C Cum 3.60 7780.10 /Cum 28,008.37
Over Head excluding Tax (10%-4%) @6% 5,338.44 x 6 % 320.31
Contractor's Profit @10% 5,658.75 x 10 % 565.87
Labour Cess @1% 6,224.62 x 1 % 62.25
34,295.23
2,857.94
2,857.90
16-18
Unit = Rmt
Taking output = 10.00 Rmt
Code Unit Qty. Amount
PL14 day 0.20 444.00 / Day 88.80
PL15 day 5.00 420.00 / Day 2,100.00
PMC031 hours 1.00 526.68 / hours 526.68
2,715.48
Over Head excluding Tax (10%-4%) @6% 2,715.48 x 6 % 162.93
Contractor's Profit @10% 2,878.41 x 10 % 287.84
Labour Cess @1% 3,166.25 x 1 % 31.66
3,197.91
319.79
319.80
Resource Rate
Labour for dismantling old railing and disposal of dismantled material.
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Machine
Tractor with trolley.
Resource Rate
Labour (Removal of old expansion joint including breaking of concrete, cutting of lugs and shifting of broken
material etc.)
Mate
Mazdoor/Beldar (Skilled)
Beldar/mazdoor (unskilled)
Material
Epoxy compound with accessories for
preparing epoxy mortar
Total Resource Cost
Cost For 12 Rmt
Rate per Rmt
Say Rs. Per Rmt
Epoxy for bonding new concrete to old
concrete @ 0.8 kg/sqm
Sub-Item
RCC Grade M 30
Replacement of damaged concrete railing.
(The rate for the provision of new railing may be adopted from the chapter on superstructure.)
___________________________________________________________________________________________________Page no. 474 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
16-19
Unit = Rmt
Taking output = 10.00 Rmt
Code Unit Qty. Amount
PL14 day 0.40 444.00 / Day 177.60
PL15 day 10.00 420.00 / Day 4,200.00
PMC031 hours 1.00 526.68 / hours 526.68
4,904.28
Over Head excluding Tax (10%-4%) @6% 4,904.28 x 6 % 294.26
Contractor's Profit @10% 5,198.54 x 10 % 519.85
Labour Cess @1% 5,718.39 x 1 % 57.18
5,775.57
577.56
577.60
16-20
Unit = Rmt
Taking output = 10.00 Rmt
Code Unit Qty. Amount
PL14 day 0.16 444.00 / Day 71.04
PL15 day 4.00 420.00 / Day 1,680.00
PMC031 hours 1.00 526.68 / hours 526.68
2,277.72
Over Head excluding Tax (10%-4%) @6% 2,277.72 x 6 % 136.66
Contractor's Profit @10% 2,414.38 x 10 % 241.44
Labour Cess @1% 2,655.82 x 1 % 26.56
2,682.38
268.24
268.20
16-21
Labour for dismantling old railing and disposal of dismantled material.
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Labour for dismantling old railing and disposal of dismantled material.
Mate
Beldar/mazdoor (unskilled)
Machine
Tractor with trolley.
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Resource Rate
Replacement of crash barrier.
The rate for the construction of new crash barrier may be adopted from chapter 8 on Traffic
and Transportation.
Replacement of damaged mild steel railing
(The rate for the provision of new railing may be adopted from the Relevent chapter )
Repair of crash barrier
(Repair of concrete crash barrier with cement concrete of M-30 grade by cutting and trimming
the damaged portion to a regular shape, cleaning the area to be repaired thoroughly,
applying cement concrete after erection of proper form work.)
___________________________________________________________________________________________________Page no. 475 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Unit = Rmt
Taking output = 10.00 Rmt
Code Unit Qty. Amount
PL14 day 0.04 444.00 / Day 17.76
PL15 day 1.00 420.00 / Day 420.00
437.76
14-1-C Cum 0.30 7780.10 /Cum 2,334.03
Over Head excluding Tax (10%-4%) @6% 437.76 x 6 % 26.27
Contractor's Profit @10% 464.03 x 10 % 46.40
Labour Cess @1% 510.43 x 1 % 5.10
2,849.56
284.96
285.00
16-22
Unit = Rmt
Taking output = 10.00 Rmt
Code Unit Qty. Amount
PL14 day 0.016 444.00 / Day 7.10
PL15 day 0.20 420.00 / Day 84.00
91.10
14-1-C Cum 0.10 7780.10 /Cum 778.01
14-2-A Tonne 0.013 80030.30 /MT 1,040.39
Over Head excluding Tax (10%-4%) @6% 91.10 x 6 % 5.47
Contractor's Profit @10% 96.57 x 10 % 9.66
Labour Cess @1% 106.23 x 1 % 1.06
1,925.69
192.57
192.60
16-23
Unit = Rmt
HYSD bar reinforcement
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
RCC Grade M 30
It is assumed that the damage to the steel railing is to the extent
of 10 per cent .
It is assumed that damage is to the extent of 10 per cent of the
volume of concrete .This will require 0.30 cum of concrete.
Resource Rate
Labour For dismantling and trimming the surface to a regular shape and removal of damaged material.
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Sub-Item
RCC Grade M 30
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
It is assumed that damage is to the extent of 10 per cent .
Resource Rate
Labour For dismantling and trimming the surface to a regular shape and removal of damaged material.
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Sub-Item
Repair of RCC Railing
(Carrying out repair of RCC M30 railing to bring it to the original shape.)
Repair of steel Railing
(Repair of steel railing to bring it to the original shape)
___________________________________________________________________________________________________Page no. 476 of 477
. SOR :- MORT&H Year :- FY. 2021-22
. For Block 05 Chinyalisaur Effective From:- 01-May-2021
.
.
PWD UTTARAKHAND
RATE ANALYSIS REPORT
Taking output = 10.00 Rmt
Code Unit Qty. Amount
PL14 day 0.016 444.00 / Day 7.10
PL17 day 0.20 510.00 / Day 102.00
PL15 day 0.20 420.00 / Day 84.00
PM0101 Kg 39.00 56312.09 / MT 2,196.17
PM0105 Kg 1.00 90462.09 / MT 90.46
2286.63 x 5% 114.33
2,594.07
Over Head excluding Tax (10%-4%) @6% 2,594.07 x 6 % 155.64
Contractor's Profit @10% 2,749.71 x 10 % 274.97
Labour Cess @1% 3,024.68 x 1 % 30.25
3,054.93
305.49
305.50
It is assumed that the damage to the steel railing is to the extent
of 10 per cent .
Resource Rate
Labour
Mate
Beldar/mazdoor (unskilled)
Total Resource Cost
Cost For 10 Rmt
Rate per Rmt
Say Rs. Per Rmt
Mazdoor/Beldar (Skilled)
Material
Structural Steel (E 250)
Nuts, Bolts and Rivets
Mild steel ISMC series = 29 Kg
Flat iron = 10 Kg
Add 5 per cent of cost of material for
painting.
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