RATE ANALYSIS REPORT

. SOR :- MORT&H Year :- FY. 2021-22

. For Block 05 Chinyalisaur Effective From:- 01-May-2021

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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

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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



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


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


Note :- Unloading will be by tipping.

Rate

Labour

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PWD UTTARAKHAND



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


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


PMC028 hours 0.69 695.59 / hours 479.96

479.96



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


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


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


Total Resource Cost

Unsurfaced Gravelled Road

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PWD UTTARAKHAND





PMC028 hours 0.83 695.59 / hours 577.34

577.34



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





PMC028 hours 1.67 695.59 / hours 1,161.64

1,161.64



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


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


Katcha Track and Track in river bed / nallah bed and choe bed.

Resource



Rate

Machine


Total Resource Cost


Rate per Tonne-Km

Rate per Tonne-Km


Resource Rate

Labour

Mate


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

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PWD UTTARAKHAND




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)


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


Mate


Mazdoor/Beldar (Skilled)

Machine


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

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PWD UTTARAKHAND


1-7

Notes:

Unit = Cum



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



Labour Cess @1% 10,39,116.16 x 1 % 10,391.16

10,49,507.32

1,409.79

1,409.80

1-8




Material


below

Total Resource Cost

Cost For 744.44 Cum

Rate per Cum

Say Rs. Per Cum

Crushing of stone aggregates 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.


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.


Rate

Labour

Mate


Resource


Crushing of stone aggregates 20 mm nominal size




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PWD UTTARAKHAND


Notes:

Unit = Cum



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



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




Material


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.


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.


Resource Rate

Labour

Mate



Machine

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PWD UTTARAKHAND


Chapter 2 - SITE CLEARANCE

2-1

2-1-1

Unit = No.

Taking output = 1 No.


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



Labour Cess @1% 365.60 x 1 % 3.66

369.25

369.25

369.30

2-1-2

Unit = No.



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



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


Machine

Tractor with trolley.

Total Resource Cost

Cost For 1 No.

Rate per No.

Say Rs. Per No.

Mate


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.)


Total Resource Cost

Cost For 1 No.

Rate per No.

Say Rs. Per No.

Resource Rate

Resource Rate

Machine


Mate


Labour

Labour

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PWD UTTARAKHAND




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



Labour Cess @1% 1,266.50 x 1 % 12.66

1,279.16

1,279.16

1,279.20

2-1-4

Unit = No.



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



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


PL14 day 2.00 444.00 / Day 888.00

PL15 day 50.00 420.00 / Day 21,000.00

21,888.00

Mate


Machine


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


Resource Rate

Labour

Total Resource Cost

Labour

Mate


Total Resource Cost

Cost For 1 No.

Rate per No.

Say Rs. Per No.


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PWD UTTARAKHAND


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



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



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



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


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


Resource Rate

Labour

Mate



Rate per Hectare

Cost For 1 Hectare

Machine


Total Resource Cost

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PWD UTTARAKHAND



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



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



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



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



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


Machine


Total Resource Cost

Cost For 1 Hectare


Machine

Dozer D - 80 - A 12


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

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PWD UTTARAKHAND


2-4

2-4-1

2-4-1-1

2-4-1-1-A

Unit = Cum



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



Labour Cess @1% 676.24 x 1 % 6.76

683.00

546.40

546.40

2-4-1-1-B

Unit = Cum



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



Labour Cess @1% 803.84 x 1 % 8.04

811.88

649.51

649.50

Mate


Resource Rate

Labour

Mate


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)


Total Resource Cost

Cost For 1.25 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Machine


Total Resource Cost

Cost For 1.25 Cum

Rate per Cum

Say Rs. Per Cum

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PWD UTTARAKHAND


2-4-1-1-C

Unit = Cum



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



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



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



Labour Cess @1% 773.75 x 1 % 7.74

781.49

625.19

625.20

2-4-1-2-B

Unit = Cum


By Mechanical Means for items No. 202 (b) & ( c)

Say Rs. Per Cum

Mate

Rate

Labour

Mate


Labour

Mazdoor (Semi skilled)

Machine


Prestressed / Reinforced cement concrete grade M-20 & above

Blacksmith 1st class/ Electrician


Machine


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

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PWD UTTARAKHAND



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



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



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



Labour Cess @1% 421.02 x 1 % 4.21

425.23

340.19

340.20

2-4-2-B

Unit = Cum



PL14 day 0.03 444.00 / Day 13.32

In cement mortar


Mate


Labour

Mate


Machine


Machine




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


Total Resource Cost

Cost For 1.25 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate

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PWD UTTARAKHAND


PL15 day 0.75 420.00 / Day 315.00

PMC031 hours 0.27 526.68 / hours 142.20

470.52



Labour Cess @1% 548.63 x 1 % 5.49

554.12

443.29

443.30

2-4-2-C

Unit = Cum



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



Labour Cess @1% 369.98 x 1 % 3.70

373.68

298.94

298.90

2-4-2-D

Unit = Cum



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



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


Machine


Total Resource Cost

Cost For 1.25 Cum


Machine


Total Resource Cost

Cost For 1.25 Cum

Labour

Mate


Machine


Total Resource Cost

Cost For 1.25 Cum

Rate per Cum

Say Rs. Per Cum

Rate per Cum

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PWD UTTARAKHAND


278.30

2-4-3

2-4-3-A

Unit = Cum



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



Labour Cess @1% 472.07 x 1 % 4.72

476.79

381.43

381.40

2-4-3-B

Unit = Cum



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



Labour Cess @1% 548.63 x 1 % 5.49

554.12

443.29

443.30

2-4-3-C

Unit = Cum



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


Rubble stone masonry in cement mortar.

Say Rs. Per Cum

Resource Rate

Labour

Mate


Machine


Rubble stone masonry in lime mortar

Dismantling Stone Masonry

Mate

Machine


Total Resource Cost

Cost For 1.25 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Rubble Stone Masonry in mud mortar.

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PL15 day 0.50 420.00 / Day 210.00

PMC031 hours 0.27 526.68 / hours 142.20

361.08



Labour Cess @1% 421.02 x 1 % 4.21

425.23

340.19

340.20

2-4-3-D

Unit = Cum



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



Labour Cess @1% 395.50 x 1 % 3.96

399.46

319.57

319.60

2-4-3-E

Unit = Cum



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



Labour Cess @1% 369.98 x 1 % 3.70

373.68

298.94


Machine


Total Resource Cost

Cost For 1.25 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Dry rubble masonry

Resource Rate

Labour

Mate


Machine


Total Resource Cost

Cost For 1.25 Cum

Labour

Mate


Machine


Total Resource Cost

Cost For 1.25 Cum

Rate per Cum

Say Rs. Per Cum

Dismantling stone pitching/ dry stone spalls.

Rate per Cum

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PWD UTTARAKHAND


298.90

2-4-3-F

Unit = Cum



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



Labour Cess @1% 421.02 x 1 % 4.21

425.23

340.19

340.20

2-4-4

Unit = Cum



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



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


Labour

Machine


Total Resource Cost

Cost For 1.25 Cum

Rate per Cum

Say Rs. Per Cum

Mate

Say Rs. Per Cum

Resource Rate

Labour

Mate


Machine


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


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



.

.

PWD UTTARAKHAND



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



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



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



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.



Excluding dismembering.

Resource Rate

Add 2.5 per cent of cost of labour for

gas cutting, ropes, pulleys etc.

Resource Rate

Labour


Mate


Add 2.5 per cent of cost of labour for

gas cutting, ropes, pulleys etc.

Labour


Mate


Machine


Total Resource Cost

Cost For 1 Tonne

Rate per Tonne

Machine


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



.

.

PWD UTTARAKHAND


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



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.



PL14 day 0.140 444.00 / Day 62.16

PL15 day 3.50 420.00 / Day 1,470.00

1,532.16



Labour Cess @1% 1,786.50 x 1 % 17.86

1,804.36

1,804.40

2-4-6-B

Unit = 1000 No.



PL14 day 0.050 444.00 / Day 22.20

PL15 day 1.25 420.00 / Day 525.00

547.20



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.


Mate


Total Resource Cost

Cost For 10 No.

Say Rs. Per No.

Resource Rate

Labour

Mate


Total Resource Cost

Cost For 1000 No.

Resource Rate

In lime/Cement mortar

In mud mortar

In cement and lime mortar


Labour

Mate

___________________________________________________________________________________________________Page no. 20 of 477



.

.

PWD UTTARAKHAND




PL14 day 0.060 444.00 / Day 26.64

PL15 day 1.40 420.00 / Day 588.00

614.64



Labour Cess @1% 716.67 x 1 % 7.17

723.84

723.84

723.80

2-4-7-B

Unit = Cum



PL14 day 0.010 444.00 / Day 4.44

PL15 day 0.30 420.00 / Day 126.00

130.44



Labour Cess @1% 152.09 x 1 % 1.52

153.61

153.61

153.60

2-4-8

Unit = Sqm

Taking output = 100 Sqm


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



Labour Cess @1% 2,238.23 x 1 % 22.38

2,260.61

22.61

Resource

Labour

Mate


Total Resource Cost

Cost For 1 Cum

Rate per Cum

Say Rs. Per Cum

Rate

Labour

Mate


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


Total Resource Cost

Cost For 100 Sqm

Rate per Sqm

Machine


Resource Rate

___________________________________________________________________________________________________Page no. 21 of 477



.

.

PWD UTTARAKHAND


22.60

2-4-9

Notes:

2-4-9-A

Unit = Rmt

Taking output = 1 Rmt


PL14 day 0.020 444.00 / Day 8.88

PL15 day 0.52 420.00 / Day 218.40

227.28



Labour Cess @1% 265.01 x 1 % 2.65

267.66

267.66

267.70

2-4-9-B

Unit = Rmt



PL14 day 0.030 444.00 / Day 13.32

PL15 day 0.70 420.00 / Day 294.00

307.32



Labour Cess @1% 358.34 x 1 % 3.58

361.92

361.92

361.90

2-4-9-C

Unit = 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


Total Resource Cost

Cost For 1 Rmt

Resource Rate

Labour

Mate


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



.

.

PWD UTTARAKHAND



PL14 day 0.050 444.00 / Day 22.20

PL15 day 1.20 420.00 / Day 504.00

526.20



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



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



Labour Cess @1% 999.00 x 1 % 9.99

1,008.99

1,008.99

1,009.00

2-5-1-B

Unit = Cum



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


Granular courses

Machine


Total Resource Cost

Resource Rate

Resource Rate

Labour

Mate


Total Resource Cost

Cost For 1 Rmt

By Manual Means

Bituminous courses

Mate


Machine


Cost For 1 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

___________________________________________________________________________________________________Page no. 23 of 477



.

.

PWD UTTARAKHAND


611.56



Labour Cess @1% 713.08 x 1 % 7.13

720.21

720.21

720.20

2-5-2

2-5-2-A

Unit = Cum



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



Labour Cess @1% 396.63 x 1 % 3.97

400.60

400.60

400.60

2-6

Unit = Cum



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)


Labour

Mate


Machine

Resource Rate

Cost For 1 Cum

Labour

Mate


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


___________________________________________________________________________________________________Page no. 24 of 477



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 2,816.18 x 1 % 28.16

2,844.34

2,844.34

2,844.30

2-7

Unit = Rmt



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



Labour Cess @1% 107.27 x 1 % 1.07

108.34

108.34

108.30

2-8

Unit = Rmt



PL14 day 0.010 444.00 / Day 4.44

PL15 day 0.150 420.00 / Day 63.00

Say Rs. Per Cum


Total Resource Cost

Resource Rate

Labour

Mate


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



Mate



Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

___________________________________________________________________________________________________Page no. 25 of 477



.

.

PWD UTTARAKHAND


PMC031 hours 0.20 526.68 / hours 105.34

172.78



Labour Cess @1% 201.46 x 1 % 2.01

203.47

20.35

20.30

2-9

Unit = Rmt



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



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)


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


Total Resource Cost

Cost For 10 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate


Machine


Total Resource Cost

Cost For 10 Rmt

Rate per Rmt

Say Rs. Per Rmt

Labour

Mate


Machine


Total Resource Cost

___________________________________________________________________________________________________Page no. 26 of 477



.

.

PWD UTTARAKHAND




Labour Cess @1% 526.71 x 1 % 5.27

531.97

531.97

532.00

2-10-B

Unit = Nos



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



Labour Cess @1% 316.62 x 1 % 3.17

319.79

319.79

319.80

2-10-C

Unit = Nos



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



Labour Cess @1% 63.32 x 1 % 0.63

63.96

63.96

64.00

Cost For 1 Nos


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


Machine


Machine


Total Resource Cost

Cost For 1 Nos

Rate per Nos

Say Rs. Per Nos

___________________________________________________________________________________________________Page no. 27 of 477



.

.

PWD UTTARAKHAND


2-11

Unit = Rmt



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



Labour Cess @1% 2,163.63 x 1 % 21.64

2,185.27

72.84

72.80

2-12

Unit = Rmt



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



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


Machine


Total Resource Cost

Cost For 30 Rmt

Rate per Rmt

Say Rs. Per Rmt


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


Plumber

___________________________________________________________________________________________________Page no. 28 of 477



.

.

PWD UTTARAKHAND


Labour Cess @1% 1,755.28 x 1 % 17.55

1,772.84

177.28

177.30

2-13

Unit = Rmt



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



Labour Cess @1% 2,163.12 x 1 % 21.63

2,184.75

218.47

218.50

2-14

Unit = No.



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


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



___________________________________________________________________________________________________Page no. 29 of 477



.

.

PWD UTTARAKHAND


PMC031 hours 1.50 526.68 / hours 790.02

6,403.14



Labour Cess @1% 7,466.06 x 1 % 74.66

7,540.72

251.36

251.40

Machine


Total Resource Cost

Cost For 30 No.

Rate per No.

Say Rs. Per No.

___________________________________________________________________________________________________Page no. 30 of 477



.

.

PWD UTTARAKHAND


Chapter 3 - EARTH WORK, EROSION CONTROL AND DRAINAGE

3-1

Unit = Cum



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



Labour Cess @1% 29,792.70 x 1 % 297.93

30,090.63

250.76

250.80

3-2

Unit = Cum



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


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


Machine

Truck 5.5 cum per 10 tonnes (in Hours)

___________________________________________________________________________________________________Page no. 31 of 477



.

.

PWD UTTARAKHAND


36,495.20



Labour Cess @1% 42,553.40 x 1 % 425.53

42,978.94

358.16

358.20

3-3

Unit = Cum



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



Labour Cess @1% 24,971.10 x 1 % 249.71

25,220.81

140.12

140.10

3-4

Unit = Cum



PL14 day 0.120 444.00 / Day 53.28

PL15 day 3.000 420.00 / Day 1,260.00

Resource Rate

Labour

Mate


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


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



.

.

PWD UTTARAKHAND


PMC045 hours 6.00 3423.42 / hours 20,540.52

21,853.80



Labour Cess @1% 25,481.53 x 1 % 254.82

25,736.35

238.30

238.30

3-5

Note :-

Unit = Cum



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


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.


Machine



Total Resource Cost

Rock Hole Driller

Mate


Dozer D - 80 - A 12


Material

Credit for excavated rock found suitable

for use

___________________________________________________________________________________________________Page no. 33 of 477



.

.

PWD UTTARAKHAND



Labour Cess @1% 45,418.79 x 1 % 454.19

45,872.98

254.85

254.80

3-6

Unit = Cum



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



Labour Cess @1% 23,209.42 x 1 % 232.09

23,441.51

65.12

65.10

3-7

Unit = Cum



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


Total Resource Cost

Cost For 360 Cum

Resource Rate

Labour

Mate


Machine

Hydraulic Excavator of 1 cum bucket

Cost For 180 Cum

Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 34 of 477



.

.

PWD UTTARAKHAND


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



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



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



Labour Cess @1% 17,174.17 x 1 % 171.74


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


Machine


Total Resource Cost


Material


for use

Machine



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



.

.

PWD UTTARAKHAND


17,345.91

481.83

481.80

3-8-B

Note:-

Unit = Cum



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



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



Machine


Material


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



.

.

PWD UTTARAKHAND




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



Labour Cess @1% 52,859.42 x 1 % 528.59

53,388.01

296.60

296.60

3-10

Unit = Cum



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


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


Machine



Total Resource Cost


Material



Total Resource Cost

Cost For 180 Cum

Rate per Cum

Say Rs. Per Cum

Air Compressor 210 cfm

Dozer D - 80 - A 12



for useGelatine 80 per cent

Add 5% towards muffling arrangements to guard against any

rock fly off during blasting

___________________________________________________________________________________________________Page no. 37 of 477



.

.

PWD UTTARAKHAND




Labour Cess @1% 21,295.32 x 1 % 212.95

21,508.27

71.69

71.70

3-11

Note:-

Unit = Cum



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



Labour Cess @1% 23,501.40 x 1 % 235.01

23,736.41

65.93

65.90

3-12

Note:-

Unit = 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


Machine



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



.

.

PWD UTTARAKHAND



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



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



PL14 day 0.320 444.00 / Day 142.08

PL15 day 8.000 420.00 / Day 3,360.00

3,502.08



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


Total Resource Cost

Mate


Machine

Dozer D - 80 - A 12



Total Resource Cost

Cost For 400 Sqm

Rate per Sqm

Say Rs. Per Sqm


Material




Resource Rate

Labour

___________________________________________________________________________________________________Page no. 39 of 477



.

.

PWD UTTARAKHAND


412.43

412.40

3-13-1-B

Unit = Cum



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



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



PL14 day 0.400 444.00 / Day 177.60

PL15 day 10.000 420.00 / Day 4,200.00

4,377.60



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


Total Resource Cost

Cost For 10 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate


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


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



.

.

PWD UTTARAKHAND


Note:-

Unit = Cum



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



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



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



Rate

Labour

Mate


Machine


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


Machine


Total Resource Cost

Rock Hole Driller

Mate

Material

Blasting material



Manual Means

Cost For 216 Cum

___________________________________________________________________________________________________Page no. 41 of 477



.

.

PWD UTTARAKHAND


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



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



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



PL14 day 0.400 444.00 / Day 177.60

Labour

Mate


Machine


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



.

.

PWD UTTARAKHAND


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



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



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



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


deeper excavation below 3 m depth, refer analysis in item (i) to (iv) for

ordinary soil

Resource Rate

Labour

Mate


Machine


Material

Selected earth

Total Resource Cost

Cost For 10 Cum

Rate per Cum

Say Rs. Per Cum



Machine


Total Resource Cost

Cost For 10 Cum

Rate per Cum

Say Rs. Per Cum

Material

Selected earth

Mechanical Means

___________________________________________________________________________________________________Page no. 43 of 477



.

.

PWD UTTARAKHAND


3-14

Note:-

Unit = Sqm



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



Labour Cess @1% 3,577.70 x 1 % 35.78

3,613.48

36.13

36.10

3-15

Note:-

Unit = Sqm



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



Labour Cess @1% 673.81 x 1 % 6.74

680.55

Resource Rate

Labour

Mate


Machine


Total Resource Cost

Cost For 100 Sqm




Machine


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



.

.

PWD UTTARAKHAND


6.81

6.80

3-16

Note:-

Unit = Cum



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



Labour Cess @1% 93,845.57 x 1 % 938.46

94,784.02

947.84

947.80

Mate


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


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



.

.

PWD UTTARAKHAND


3-17

Note:-

Unit = Cum



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



Labour Cess @1% 14,268.20 x 1 % 142.68

14,410.88

144.11

144.10

3-18

Unit = Cum



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


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


Machine

Motor Grader


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



.

.

PWD UTTARAKHAND


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



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



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



Labour Cess @1% 56,995.07 x 1 % 569.95

Labour

Mate


Machine

Motor Grader


Water Tanker


Material

Water

Total Resource Cost

Total Resource Cost

Cost For 100 Cum

Rate per Cum

Say Rs. Per Cum

Motor Grader


Dozer D - 80 - A 12



Add 10 per cent of cost of carriage to

cover cost of loading and unloading


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



.

.

PWD UTTARAKHAND


57,565.02

95.94

95.90

3-19-2

Unit = Cum



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



Labour Cess @1% 29,435.94 x 1 % 294.36

29,730.30

49.55

49.60

3-20

Unit = Cum



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


Machine

Dozer D - 80 - A 12

Total Resource Cost

Say Rs. Per Cum

Resource Rate

Labour

Mate


Machine


Water Tanker


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



.

.

PWD UTTARAKHAND




Labour Cess @1% 2,951.31 x 1 % 29.51

2,980.82

298.08

298.10

3-21

Unit = Cum



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



Labour Cess @1% 24,971.10 x 1 % 249.71

25,220.81

84.07

84.10

3-22

Unit = Sqm



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


Labour

Mate


Machine

Dozer D - 80 - A 12

Total Resource Cost

Cost For 300 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate


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



.

.

PWD UTTARAKHAND


PM0144 KL 12.00 135.00 / KL 1,620.00

PM0286 Cum 0.18 300.00 / Cum 54.00

4,157.68



Labour Cess @1% 4,847.85 x 1 % 48.48

4,896.33

48.96

49.00

3-23

Unit = Sqm



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



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



turfing

Water

Resource Rate

Labour

Mate


Machine


Water Tanker

Material

Bitumen Emulsion (RS-1)

Total Resource Cost

___________________________________________________________________________________________________Page no. 50 of 477



.

.

PWD UTTARAKHAND


148.20

3-24

Note:-

3-24-A

Unit = Rmt



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



Labour Cess @1% 634.25 x 1 % 6.34

640.59

64.06

64.10

3-24-B

Unit = Rmt



PL14 day 0.080 444.00 / Day 35.52

PL15 day 2.000 420.00 / Day 840.00

875.52



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


Total Resource Cost

Mate


Machine


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



.

.

PWD UTTARAKHAND


103.11

103.10

3-25

3-25-A

Unit = Rmt



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



Labour Cess @1% 1,283.85 x 1 % 12.84

1,296.68

129.67

129.70

3-25-B

Unit = Rmt



PL14 day 0.120 444.00 / Day 53.28

PL15 day 3.000 420.00 / Day 1,260.00

1,313.28



Labour Cess @1% 1,531.28 x 1 % 15.31

1,546.60

154.66

154.70

Labour

Mate


Total Resource Cost

Cost For 10 Rmt

Rate per Rmt

Say Rs. Per Rmt

Machine


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


___________________________________________________________________________________________________Page no. 52 of 477



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.

PWD UTTARAKHAND


3-26

3-27

Note:-

Unit = Rmt



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



Labour Cess @1% 12,476.61 x 1 % 124.77

12,601.38

1,260.14

1,260.10

3-28

Unit = Rmt



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


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


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



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PWD UTTARAKHAND


5,189.50



Labour Cess @1% 6,050.96 x 1 % 60.51

6,111.47

611.15

611.10

3-29

3-30

Unit = Sqm



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



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


Rate

Labour

Mate


___________________________________________________________________________________________________Page no. 54 of 477



.

.

PWD UTTARAKHAND


3-31

Note:-

Unit = Cum



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



Labour Cess @1% 7,949.43 x 1 % 79.49

8,028.92

80.29

80.30

3-32

Note:-

Unit = Cum



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


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


Machine

___________________________________________________________________________________________________Page no. 55 of 477



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 45,957.14 x 1 % 459.57

46,416.72

178.53

178.50

3-33

Note:-

Unit = Cum



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



Labour Cess @1% 44,457.98 x 1 % 444.58

44,902.56

264.13

264.10

Resource Rate

Labour

Mate


Machine


Dozer D - 80 - A 12


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


loader and tipper shall be deleted as excavated earth shall be disposed off

on the valley side.

Machine


Dozer D - 80 - A 12


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


___________________________________________________________________________________________________Page no. 56 of 477



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.

PWD UTTARAKHAND


3-34

Note:-

Unit = Cum



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



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


Machine


Dozer D - 80 - A 12



Material



Total Resource Cost

Rock Hole Driller

Mate



1. In case the land on the valley side is barren and there is no objection for


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



.

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PWD UTTARAKHAND


3-35

3-36

Note:-

Unit = Cum



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



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.

PWD UTTARAKHAND


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



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


Dozer D - 80 - A 12



Machine

Hydraulic Excavator 0.9/1.0 cum

Motor Grader

___________________________________________________________________________________________________Page no. 59 of 477



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PWD UTTARAKHAND


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)


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



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


Motor Grader



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



Water Tanker

Wet Mix Plant 75 TPH

Add 10% of cost of carriage to cover

loading and unloading


Grading I 53 mm to 9.5 mm


Grading I 9.5 mm to 2.36 mm

___________________________________________________________________________________________________Page no. 60 of 477



.

.

PWD UTTARAKHAND


Unit = Cum



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



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



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



Motor Grader





Water Tanker


Material


Grading II 2.36 mm below


Grading II 26.5 mm to 9.5 mm



Water

Total Resource Cost

Cost For 225 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate



Machine

Resource Rate

Labour

Mate



Machine

___________________________________________________________________________________________________Page no. 61 of 477



.

.

PWD UTTARAKHAND


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



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



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)




Motor Grader

Mate




Water Tanker


Material


Grading III 2.36 mm below


Grading III 4.75 mm to 2.36 mm



Water

Total Resource Cost

Cost For 225 Cum

Rate per Cum

Say Rs. Per Cum

Resource


Machine

Motor Grader

Tractor with Rotavator




Rate

Labour

___________________________________________________________________________________________________Page no. 62 of 477



.

.

PWD UTTARAKHAND


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



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



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



Labour Cess @1% 6,35,337.40 x 1 % 6,353.37



Grading I 2.36 mm below

Water Tanker

Material


Grading I 53 mm to 9.5 mm


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



Machine

Motor Grader



Water Tanker

Material







Water

Total Resource Cost

___________________________________________________________________________________________________Page no. 63 of 477



.

.

PWD UTTARAKHAND


6,41,690.78

2,138.97

2,139.00

4-1-B-3

Unit = Cum



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



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





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



Machine

Motor Grader



Water Tanker

Material


Grading III 2.36 mm below





Water

Total Resource Cost

Cost For 300 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

___________________________________________________________________________________________________Page no. 64 of 477



.

.

PWD UTTARAKHAND


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



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



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


Machine

Motor Grader


Water Tanker

Material

Coarse graded Granular sub-base

Material 4.75mm to 75 micron mm


Material 26.5 mm to 4.75 mm


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





Machine

Motor Grader


Water Tanker

Material





Water

___________________________________________________________________________________________________Page no. 65 of 477



.

.

PWD UTTARAKHAND


6,52,890.60



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



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



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)


By Mechanical Means

Labour

Mate



Machine

Motor Grader


Water Tanker

Material





Water

Total Resource Cost

Cost For 300 Cum

Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 66 of 477



.

.

PWD UTTARAKHAND


Unit = Cum



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



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



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



Labour Cess @1% 1,15,038.36 x 1 % 1,150.38

1,16,188.75

By Manual Means

Resource Rate

Labour

Mate



Machine

Motor Grader


Water Tanker

Material

Lime

Water

Total Resource Cost

Cost For 300 Cum

Rate per Cum

Say Rs. Per Cum


Resource Rate

Labour

Mate



Machine


Water Tanker

Material

Lime

Water

Total Resource Cost

Cost For 150 Cum

___________________________________________________________________________________________________Page no. 67 of 477



.

.

PWD UTTARAKHAND


774.59

774.60

4-4

Unit = Cum



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



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



Machine


Motor Grader






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



.

.

PWD UTTARAKHAND


Unit = Cum



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



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



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



Machine


Motor Grader

Labour

Mate



Machine






Water Tanker

Material

Cement

Water

Total Resource Cost

Cost For 300 Cum

Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 69 of 477



.

.

PWD UTTARAKHAND


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



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



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



Water Tanker

Material

Cement

Water

Total Resource Cost

Cost For 300 Cum

Rate per Cum

Say Rs. Per Cum

Close graded Granular sub-base






Quantity of cement assumed as 4 % of

quantity of crushed rock by weight.

Resource Rate

Labour

Mate



Machine

Motor Grader



Water Tanker

For Base course

Material

Cement







___________________________________________________________________________________________________Page no. 70 of 477



.

.

PWD UTTARAKHAND


PM0144 KL 60.00 135.00 / KL 8,100.00

8,48,299.46



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)


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



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)


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


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


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


Resource Rate

Labour

Mate


Machine


Total Resource Cost

___________________________________________________________________________________________________Page no. 71 of 477



.

.

PWD UTTARAKHAND



Labour Cess @1% 2,287.36 x 1 % 22.87

2,310.23

11.00

11.00

4-8

Unit = Cum



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


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



Machine

Motor Grader


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



.

.

PWD UTTARAKHAND


Unit = 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


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



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


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



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



Machine


Water Tanker

Material

Using Screening Type-A (13.2mm Agg.)

Say Rs. Per Cum

Resource Rate

Labour

Mate



Machine


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



.

.

PWD UTTARAKHAND


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



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


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


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



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



Machine


Water Tanker

Material

Aggregate-Grading II 63 mm to 45 mm

Moorum at Site

Binding Material



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



.

.

PWD UTTARAKHAND


4-9-A-2-B

Unit = Cum



Type A 13.2 mm for grading-II @ 0.12 cum per 10 sqm



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



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



Type B11.2 mm for grading-III @ 0.18 cum per 10 sqm



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


Grading-2

Binding Material

Water

Total Resource Cost

Cost For 360 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate



Machine

Using Screening Type-B (11.2mm Agg.)

Resource Rate

Labour

Mate



Machine


Water Tanker

Material



___________________________________________________________________________________________________Page no. 75 of 477



.

.

PWD UTTARAKHAND


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



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


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



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



Labour Cess @1% 10,44,074.25 x 1 % 10,440.74


Water Tanker

Material

Aggregate-Grading III 53 mm to 22.4

mm

Moorum at Site

Binding Material

Water

Total Resource Cost

Material


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



Machine

Grading- III (Using Screening Crushable type such as Moorum or Gravel)



Water Tanker

___________________________________________________________________________________________________Page no. 76 of 477



.

.

PWD UTTARAKHAND


10,54,514.99

2,929.21

2,929.20

4-9-A-3-B

Unit = Cum






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



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


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




Machine


Water Tanker

Material


mm


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)


Cost For 360 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate



___________________________________________________________________________________________________Page no. 77 of 477



.

.

PWD UTTARAKHAND


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



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


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



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



Machine

Motor Grader


Water Tanker

Material



Grading-1

Mate



Machine

Motor Grader

Water Tanker

Material


Moorum at Site

Binding Material

Water

Total Resource Cost

Cost For 360 Cum

Rate per Cum

Say Rs. Per Cum



Labour

___________________________________________________________________________________________________Page no. 78 of 477



.

.

PWD UTTARAKHAND


PM0035 Cum 28.80 254.00 / Cum 7,315.20

PM0144 KL 144.00 135.00 / KL 19,440.00

9,93,295.96



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



Crushable type such as Moorum or Gravel for grading II @ 0.22 cum per 10 sqm



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



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



Machine

Motor Grader


Water Tanker

Material


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)



___________________________________________________________________________________________________Page no. 79 of 477



.

.

PWD UTTARAKHAND




Type A 13.2 mm for grading-II@ 0.12 cum per 10 sqm



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



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






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


Water Tanker



Grading-2

Binding Material

Water

Total Resource Cost

Cost For 360 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate



Machine

Motor Grader

Resource Rate

Labour

Mate



Machine

Motor Grader


Water Tanker

Material


___________________________________________________________________________________________________Page no. 80 of 477



.

.

PWD UTTARAKHAND


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



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






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



Labour Cess @1% 9,54,214.97 x 1 % 9,542.15

9,63,757.12

2,677.10


Machine

Motor Grader


Water Tanker

Material


mm

Moorum at Site

Binding Material

Water

Total Resource Cost

Cost For 360 Cum

Rate per Cum

Material



Grading-2

Binding Material

Water

Total Resource Cost

Cost For 360 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate


Grading- III (Using Screening Crushable type such as Moorum or Gravel)


___________________________________________________________________________________________________Page no. 81 of 477



.

.

PWD UTTARAKHAND


2,677.10

4-9-B-3-B

Unit = Cum






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



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



Machine

Motor Grader


Water Tanker

Material


mm


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.)


___________________________________________________________________________________________________Page no. 82 of 477



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.

PWD UTTARAKHAND


Note:-

Unit = Cum



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



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



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



Machine


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



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PWD UTTARAKHAND


4-11

Unit = Sqm



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



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


Material

Bitumen VG-30 (Bulk)

Total Resource Cost

Cost For 7500 Sqm

Rate per Sqm

Say Rs. Per Sqm


Bitumen Pressure Distributor


Grading-2

Resource Rate

Labour

Mate



Machine


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



.

.

PWD UTTARAKHAND


Note:-

Unit = Cum



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



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




Aggregates 45 mm to 22.4 mm for wet

mix macadam

Fine aggregate/Crushed sand 2.36 mm

to 75 micron

Labour

Mate



Machine




Paver Finisher Mechanical 100 TPH


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



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PWD UTTARAKHAND


4-13

Note:-

Unit = Cum



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



Labour Cess @1% 4,894.08 x 1 % 48.94

4,943.02

235.38

235.40

4-14

Note:-

Unit = Cum



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


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



.

.

PWD UTTARAKHAND


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



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



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


Machine


Material

Water

Total Resource Cost

Cost For 21 Cum

Rate per Cum

Say Rs. Per Cum

Plate compactor


Water Tanker



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



.

.

PWD UTTARAKHAND


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



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


Material 53 mm to 26 .5mm





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


Machine

Concrete mixer 0.28/0.4 cum


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



.

.

PWD UTTARAKHAND


Unit = Cum



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



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



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





Aggregates below 5.6 mm

Resource Rate

Labour

Mate



Machine

Motor Grader



Resource Rate

Labour

Mate


Machine

Motor Grader



Water Tanker

Material

Water

Total Resource Cost

Cost For 360 Cum

Rate per Cum


___________________________________________________________________________________________________Page no. 89 of 477



.

.

PWD UTTARAKHAND


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



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



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



Labour Cess @1% 8,65,951.06 x 1 % 8,659.51

8,74,610.57

Machine


Water Tanker


Material





Water

Total Resource Cost

Cost For 225 Cum


Motor Grader






mix macadam


Water

Total Resource Cost

Cost For 360 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate




By Mixing Plant :

___________________________________________________________________________________________________Page no. 90 of 477



.

.

PWD UTTARAKHAND


3,887.16

3,887.20

4-17-B-2

Unit = Cum



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



Labour Cess @1% 9,58,900.24 x 1 % 9,589.00

9,68,489.24

4,304.40

4,304.40




mix macadam


Water

Total Resource Cost

Cost For 225 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate



Machine



Motor Grader





Water Tanker


Material

Rate per Cum

Say Rs. Per Cum


___________________________________________________________________________________________________Page no. 91 of 477



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PWD UTTARAKHAND


4-18

Note:-

Unit = Cum


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.


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





(for carriage of soil 576 tonnes)

(for carriage of 115 tonnes Flyash)

(density 1.50 t/cum)

Resource Rate

Labour

Mate



Machine


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



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.

PWD UTTARAKHAND


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



Labour Cess @1% 6,60,732.11 x 1 % 6,607.32

6,67,339.43

1,390.29

1,390.30

Water Tanker



Material

Lime


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



.

.

PWD UTTARAKHAND


Chapter 5 - BASES AND SURFACE COURSES (BITUMINOUS)

5-1

Note:-

Unit = Sqm



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



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


Machine




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



.

.

PWD UTTARAKHAND


Note:-

Unit = Sqm



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



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


Machine




Material


Total Resource Cost

Cost For 3500 Sqm

Rate per Sqm

Say Rs. Per Sqm

___________________________________________________________________________________________________Page no. 95 of 477



.

.

PWD UTTARAKHAND


Note:-

5-3-1

Unit = Cum


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


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


Machine


Generator 250 KVA


Material



Three wheel 80-100 kN Static Roller


Hotmix Plant - 120 TPH capacity

Paver Finisher Hydrostatic with sensor

control 100 TPHSmooth Wheeled Roller 8 tonne





___________________________________________________________________________________________________Page no. 96 of 477



.

.

PWD UTTARAKHAND


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


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


weight of mix = 205 x 2.2 = 450 tonne

Weight of bitumen @ 3.3% of Mix = 14.85 tonnes





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


Size) 25 mm – 10 mm


Size) 37.25 mm - 25 mm


Size) 5 mm and below

Resource Rate

Labour

Mate



Machine











Generator 250 KVA

___________________________________________________________________________________________________Page no. 97 of 477



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PWD UTTARAKHAND


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



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


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



Machine






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)


Material


Aggregate - Grading II (19 mm nominal

Size) 10 mm - 5 mm





Total Resource Cost

Cost For 205 Cum

Rate per Cum

Say Rs. Per Cum

Material

___________________________________________________________________________________________________Page no. 98 of 477

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.

PWD UTTARAKHAND


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



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


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



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


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


Machine






Material





Total Resource Cost

Cost For 4500 Sqm

Rate per Sqm

Say Rs. Per Sqm

___________________________________________________________________________________________________Page no. 99 of 477

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.

PWD UTTARAKHAND


5-5

Unit = Sqm


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


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



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



Machine






Material





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

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PWD UTTARAKHAND


5-6

Note:-

5-6-1

Unit = Cum


Bitumen @ 4.25 per cent of weight of mix

Total weight of mix = 450 tonnes

Weight of bitumen = 19.13 tonnes





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



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.)


___________________________________________________________________________________________________Page no. 101 of 477



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PWD UTTARAKHAND


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



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









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



Machine

Total Resource Cost

Cost For 195 Cum

Rate per Cum

Say Rs. Per Cum

Hotmix Plant - 60 to 90 TPH capacity



Smooth Wheeled Roller 8 tonne




Lime


Size) 10 mm - 5 / 4.75 mm

Stone chippings/ screenings 4.75 mm

nominal sizeAggregates 25 mm to 10 mm

Resource Rate



control 100 TPH

Generator 250 KVA

Material


Aggregates 37.5 mm to 25 mm

for GradingII(19 mm nominal size)

___________________________________________________________________________________________________Page no. 102 of 477



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PWD UTTARAKHAND


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



Labour Cess @1% 23,98,706.41 x 1 % 23,987.06

24,22,693.47

12,424.07

12,424.10

5-7


Size) 10 mm - 5 mm


Aggregates 25 mm to 10 mm

Total Resource Cost

Cost For 195 Cum

Rate per Cum

Say Rs. Per Cum










Generator 250 KVA

Material


Lime

Semi - Dense Bituminous Concrete

(Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP


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



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PWD UTTARAKHAND


Note:-

5-7-1

Unit = Cum









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










Generator 250 KVA

Material


Lime


Size) 10 mm - 5 mm


Resource Rate

Labour

Mate



Machine











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.

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PWD UTTARAKHAND


PM0189 Cum 57.30 3370.83 / Cum 1,93,148.56

21,03,378.53



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


Bitumen @ 5 per cent of weight of mix







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


Rate per Cum

Say Rs. Per Cum


Total Resource Cost

Cost For 195 Cum

for GradingII (10 mm nominal size)

Resource Rate

Labour

Mate



Machine










Generator 250 KVA

Material


Lime


Size) 10 mm - 5 mm


Total Resource Cost

___________________________________________________________________________________________________Page no. 105 of 477



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PWD UTTARAKHAND



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









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


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










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



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PWD UTTARAKHAND


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



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









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



Machine










Generator 250 KVA

Material


Lime


Size) 10 mm - 5 mm


Total Resource Cost

Cost For 191 Cum

Rate per Cum

Say Rs. Per Cum



Resource Rate

Labour

Mate


___________________________________________________________________________________________________Page no. 107 of 477



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PWD UTTARAKHAND


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



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


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


Machine

Rate per Cum

Say Rs. Per Cum










Generator 250 KVA

Material


Lime


Size) 10 mm - 5 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



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PWD UTTARAKHAND


Crushed Stone Chipping @ 0.015 Cum per Sqm


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



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


Bitumen @ 1.00 Kg per Sqm

Crushed Stone Chipping @ 0.01 Cum per Sqm


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



Machine







Mate



Machine








for pneumatic cutters/hammers.Material


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



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PWD UTTARAKHAND


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



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


Bitumen@ 14.60 kg per 10 sqm

Crushed stone chipping @ 0.27 cum per 10 sqm


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



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





Total Resource Cost

Cost For 9000 Sqm

Rate per Sqm

___________________________________________________________________________________________________Page no. 110 of 477

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.

.

PWD UTTARAKHAND


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



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


Cationic Bitumen Emulsion @ 21.50 kg per 10 sqm

Crushed stone aggregates @ 0.27 cum per 10 sqm


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



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


Total Resource Cost

Cost For 10250 Sqm

Rate per Sqm

Say Rs. Per Sqm



Resource Rate

Labour

Mate



Machine







control 100 TPHTipper 5.5 cum in tonne.km

Generator 250 KVA

Material


Open-Graded Premix Surfacing using cationic Bitumen Emulsion

___________________________________________________________________________________________________Page no. 111 of 477




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PWD UTTARAKHAND


5-11

5-11-1

Unit = Sqm





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



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








Generator 250 KVA

Material



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



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




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PWD UTTARAKHAND






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



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


Bitumen @ 9.80 kg per 10 sqm

Crushed stone chipping @0.09 cum per 10 sqm


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


Machine

Resource Rate

Labour

Mate



Machine








Generator 250 KVA

Material



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





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.

PWD UTTARAKHAND


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



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


Bitumen @ 6.80 kg per 10 sqm

Crushed stone chipping @0.06 cum per 10 sqm


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








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


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


Machine






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




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.

PWD UTTARAKHAND


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



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


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



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.

PWD UTTARAKHAND


Note:-

Unit = Sqm

Taking output = 35 Sqm (0.87 Cum, assuming a density of 2.3 -2 tonnes/cum)


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


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


Machine

Bitumen boiler oil fired 1000 litre


Mastic Cooker

Tractor


Material


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



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PWD UTTARAKHAND


PM0264 Tonne 0.018 2833.80 / Cum 51.01

PM2288 Tonne 0.0005 48789.21 / MT 24.39

23,686.67



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)


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


for coating of chips @ 2% by weight =

0.018 x 1.456 x 2/100

Labour

Mate


Machine




Mobile slurry seal equipment

Pneumatic Road Roller

Water Tanker




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



.

.

PWD UTTARAKHAND


PM0181 Cum 102.08 3370.83 / Cum 3,44,094.33

11,49,424.36



Labour Cess @1% 13,40,228.81 x 1 % 13,402.29

13,53,631.09

84.60

84.60

5-15-2




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



Labour Cess @1% 9,44,037.31 x 1 % 9,440.37

9,53,477.68

47.67

47.70






Machine


Lime

@ 2 per cent of mix

Water



@ 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


Total Resource Cost

Water Tanker





3 mm thickness

___________________________________________________________________________________________________Page no. 118 of 477



.

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PWD UTTARAKHAND


5-15-3




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



Labour Cess @1% 6,86,058.72 x 1 % 6,860.59

6,92,919.31

28.87

28.90

5-16








Rate per Sqm

Say Rs. Per Sqm

Resource Rate

Labour

Mate


Machine



Water Tanker

Material

Lime

@ 2 per cent of mix

Water



@ 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



.

.

PWD UTTARAKHAND


Note:-

Unit = Cum



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


Mate


Machine





Rate

Labour

Cold milling machine @ 20 cum per

hourGenerator 250 KVA


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






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.



Size) 10 mm - 5 mm




Material


Cement

Resource

___________________________________________________________________________________________________Page no. 120 of 477



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PWD UTTARAKHAND



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



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



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



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


Machine

Bitumen emulsion pressure distributor




Resource Rate

Labour

Mate


Machine

Bitumen emulsion pressure distributor




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



.

.

PWD UTTARAKHAND


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



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


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


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





control 100 TPH

Cost For 10500 Sqm

Rate per Sqm

Say Rs. Per Sqm

Resource Rate

Labour

Mate


Machine


Material


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



.

.

PWD UTTARAKHAND


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



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



Bitumen Emulsion 8 per cent By weight of total mix

Filler2 per cent



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



Machine





control 100 TPH



Material


Size) 10 mm - 5 mm


Total Resource Cost

Cost For 205 Cum

Rate per Cum

Say Rs. Per Cum



Drum mix plant for cold mixes of

appropriate capacity but not less than

75 tonnes/hour.



Lime



Using bitumen emulsion and 19 mm or 26.5 mm nominal size aggregate

___________________________________________________________________________________________________Page no. 123 of 477



.

.

PWD UTTARAKHAND


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



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



cutback Bitumen 5 per cent By weight of total mix

Filler2 per cent



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




control 100 TPH








Total Resource Cost

Cost For 205 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate



Machine






75 tonnes/hour.

Material


Lime

Using cutback bitumen and 9.5 mm or 13.2 mm nominal size aggregate

___________________________________________________________________________________________________Page no. 124 of 477



.

.

PWD UTTARAKHAND


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



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



cutback Bitumen 5 per cent By weight of total mix

Filler2 per cent



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



Machine





control 100 TPH







75 tonnes/hour.

Material

Bitumen (Cutback )

Lime


Size) 10 mm - 5 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

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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



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



Bitumen 5 per cent By weight of total mix

Filler2 per cent

Aggregates 93 per cent


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




Total Resource Cost

Cost For 205 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate



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



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.)

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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



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







Material


Lime

Sand (Coarse)

Total Resource Cost

Cost For 205 Cum

Rate per Cum

Say Rs. Per Cum



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.)

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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

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5-21-1

Unit = Sqm



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



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



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


Machine






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



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PWD UTTARAKHAND


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



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



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


Machine





Mate


Machine






Material

Stone chippings/ screenings 10/ 11.2

mm nominal size


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.)

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PWD UTTARAKHAND


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



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)


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



Machine





Material

Geotextile


Total Resource Cost



Material


mm nominal size


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)

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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



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.



control 100 TPHPneumatic Road Roller



Water Tanker



Cost For 3500 Sqm

Rate per Sqm

Say Rs. Per Sqm

Resource Rate

Labour

Mate



Machine


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

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PWD UTTARAKHAND


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



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



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




Machine









Water Tanker




Material


Water


Total Resource Cost

Total Resource Cost

Cost For 205 Cum

Rate per Cum

Say Rs. Per Cum

Water

Resource Rate

Labour

Mate


Material


nominal size


40 mm thickness

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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



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



Labour Cess @1% 29,63,125.43 x 1 % 29,631.25

29,92,756.68

14,598.81

14,598.80

Water Tanker




Material

Aggregates 6 mm nominal size

Water


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



Machine









Cost For 205 Cum

25 mm thickness

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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


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



Labour Cess @1% 27,27,045.99 x 1 % 27,270.46

27,54,316.45

6,120.70

Total Resource Cost



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



Machine





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



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6,120.70

6-2

Note:-

Unit = Cum



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


(@0.90 Cum/Cum)

Cement

(@ 400 kg./ Cum of Concrete)

Resource Rate

Labour

Mate




Truck 5.5 cum per 10 tonnes (in

tonne.km)



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


Water Tanker

Cement concrete batch mix plant @

175 cum per hour (effective output)

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PWD UTTARAKHAND


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



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.)

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6-3

Note:-

Unit = Cum

Taking output = 450 Cum ( 990 Tonne)


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



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



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


(@0.45 Cum/Cum)

Total Resource Cost

Cost For 450 Cum

Machine




control 100 TPH




Water Tanker



Material

Cement

(@0.90 Cum/Cum)


___________________________________________________________________________________________________Page no. 138 of 477



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6,569.33

6,569.30

6-4

6-5

Note:-

Unit = Cum

Taking output = 450 Cum ( 990 Tonne)


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



Machine



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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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



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 )


control 100 TPH




Water Tanker



Material

Cement


Sand (Coarse)

Fly ash conforming to IS: 3812 ( Part II

& I) atHMP Plant / Batching Plant /

Crushing Plant


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



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Note:-

Unit = Cum



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



Machine



Truck 5.5 cum per 10 tonnes (in

tonne.km)



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


(@0.90 Cum/Cum)

Cement

Fly ash conforming to IS: 3812 ( Part II

& I) atHMP Plant / Batching Plant /

Crushing Plant

Curing compound

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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



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)


Fe 415

(For dowel bar 32 mm dia of grade S

240.)


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


Epoxy primer

Pre moulded Joint filler,25 mm thick for

expansion joint.


as per 9103-1999

(@ 0.5% by Weight of Cement)

Polythene sheet (125 micron)

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Chapter 7 - GEOSYNTHETICS AND REINFORCED EARTH

7-1

Note:-

Unit = Rmt



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



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


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 subsurface 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


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



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PWD UTTARAKHAND


Unit = Rmt



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



Labour Cess @1% 1,057.51 x 1 % 10.58

1,068.08

1,068.08

1,068.10

7-3

Unit = Sqm



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



Road sweeper


Paving Fabric

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate


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



Material

Geotextile filter fabric

Perforated geosynthetic pipe 150 mm

dia


miscellaneous items like synthetic cord

___________________________________________________________________________________________________Page no. 144 of 477



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PWD UTTARAKHAND


1,59,233.35



Labour Cess @1% 1,85,666.09 x 1 % 1,856.66

1,87,522.75

66.97

67.00

7-4

Unit = Cum



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



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


Material

Boulder with minimum size of 300 mm

for Pitching at Site

Total Resource Cost

Cost For 2800 Sqm


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.)

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7-5

7-5-1

7-5-1-A

7-5-1-A-1

Unit = Rmt



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



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



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



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PWD UTTARAKHAND


243.39

243.40

7-5-1-A-2

Unit = Rmt



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



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



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



Material


thick as per clause 3102. (Copper

Strips)







Total Resource Cost

Cost For 450 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate



Material

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Copper Strips

Aluminium Strips

___________________________________________________________________________________________________Page no. 147 of 477



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PWD UTTARAKHAND


290565.00 x 10% 29,056.50

3,23,831.34



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



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



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







Total Resource Cost

Cost For 450 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate



Material


thick as per clause 3102. (Stainless

steel strips)







Total Resource Cost

Cost For 450 Rmt

Stainless steel strips

___________________________________________________________________________________________________Page no. 148 of 477



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7-5-1-A-5

Unit = Rmt



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



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



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



Material

Synthetic Geogrids as per clause

3102.8 and approved design and

specifications.

Resource Rate

Labour

Mate



Material


thick as per clause 3102. (Glass

reinforced polymer/fibre reinforced

polymer/polymeric strips)Add 10 per cent of the cost of






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



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PWD UTTARAKHAND


8130.00 x 10% 813.00

13,152.84



Labour Cess @1% 15,336.21 x 1 % 153.36

15,489.57

51.63

51.60

7-5-2

Unit = Sqm



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



Labour Cess @1% 7,311.38 x 1 % 73.11

1,58,206.24


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


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


___________________________________________________________________________________________________Page no. 150 of 477



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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.

___________________________________________________________________________________________________Page no. 151 of 477



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Chapter 8 - TRAFFIC SIGNS, MARKINGS & OTHER ROAD APPURTENANCES

8-1

8-1-A

Unit = 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


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



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






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


Machine


Kerb Casting Machine

Water Tanker

Material


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


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



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






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)


Labour

Mate

Mason 1st class


Machine

Batching and Mixing Plant (a) 30 cum

capacityKerb Casting Machine

Water Tanker

Material


nominal sizeCement

Water

Sand (Coarse)

Total Resource Cost

Cost For 360 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource

Labour

Mate

Rate

Mason 1st class


Machine


Kerb Casting Machine

___________________________________________________________________________________________________Page no. 153 of 477



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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



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






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



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


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


Machine


capacityKerb Casting Machine


Water Tanker

Material


nominal size

___________________________________________________________________________________________________Page no. 154 of 477



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8-3

8-3-1

Unit = Cm.Ht.per Latter

Taking output = 1600 Cm.Ht (100 Letters of 16 cm ht.)


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



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.)


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



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


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


Painter (Ist class)

Material

Material


Cost For 1600 Cm.Ht

Rate per Cm.Ht

Say Rs. Per Cm.Ht

___________________________________________________________________________________________________Page no. 155 of 477



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8-4

Note:-

8-4-1

Unit = No.



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



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


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


(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.

___________________________________________________________________________________________________Page no. 156 of 477



.

.

PWD UTTARAKHAND


Unit = No.



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



Labour Cess @1% 1,760.93 x 1 % 17.61

2,712.72

2,712.72

2,712.70

8-4-3

Unit = No.



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


Machine


Material


(75 x 75 x 6 mm)






Total Resource Cost

Sub- Item




Cost For 1 No.

Rate per No.

Say Rs. Per No.

Resource Rate

Labour

Mate


Machine


Material

Add 2 per cent of cost of angle iron

towards cost of drilling holes, nuts,

bolts etc.

___________________________________________________________________________________________________Page no. 157 of 477



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PWD UTTARAKHAND


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



Labour Cess @1% 2,049.69 x 1 % 20.50

3,004.37

3,004.37

3,004.40

8-4-4

Unit = No.



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


(75 x 75 x 6 mm)






Total Resource Cost

Sub- Item




Cost For 1 No.

Rate per No.

Say Rs. Per No.

Resource Rate

Labour

Mate


Machine




bolts etc.



bolts etc.

Material


(75 x 75 x 6 mm)

___________________________________________________________________________________________________Page no. 158 of 477



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PWD UTTARAKHAND


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



Labour Cess @1% 2,497.61 x 1 % 24.98

3,456.77

3,456.77

3,456.80

8-4-5

Unit = No.



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




bolts etc.






Total Resource Cost

Sub- Item




Cost For 1 No.

Rate per No.

Say Rs. Per No.

Resource Rate

Labour

Mate


Machine


Material


(75 x 75 x 6 mm)






___________________________________________________________________________________________________Page no. 159 of 477



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PWD UTTARAKHAND


12-8-A Cum 0.120 7028.90 / Cum 843.47

10-7 Sqm 0.430 3.80 / Sqm 1.63



Labour Cess @1% 2,020.14 x 1 % 20.20

2,974.52

2,974.52

2,974.50

8-4-6

Unit = No.



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



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



Cost For 1 No.

Rate per No.

Say Rs. Per No.

Resource Rate

Labour

Mate


Machine


Material




bolts etc.

(75 x 75 x 6 mm)






Total Resource Cost

Sub- Item




Cost For 1 No.

Rate per No.

Say Rs. Per No.

___________________________________________________________________________________________________Page no. 160 of 477



.

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PWD UTTARAKHAND


8-4-7

Unit = No.



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



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


(75 x 75 x 6 mm)






Total Resource Cost

Sub- Item




Cost For 1 No.

Rate per No.

Say Rs. Per No.



bolts etc.

Resource Rate

Labour

Mate


Machine


___________________________________________________________________________________________________Page no. 161 of 477



.

.

PWD UTTARAKHAND



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



Labour Cess @1% 3,434.22 x 1 % 34.34

4,402.74

4,891.94

4,891.90

8-6

Unit = Sqm



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)


Machine


Material


(2.85 m long 75 x 75 x 6 mm )






Total Resource Cost

Sub- Item


Resource Rate

Labour (For Fixing at Site)

Mate



bolts etc.

Resource Rate

Say Rs. Per Sqm



Cost For 0.9 Sqm

Rate per Sqm

___________________________________________________________________________________________________Page no. 162 of 477



.

.

PWD UTTARAKHAND


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



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)



Cost For 1.5 Sqm


Mate


Machine


Material


(2no. 2.85 m long 75 x 75 x 6 mm )



bolts etc.






Total Resource Cost

Sub- Item


Rate per Sqm

Say Rs. Per Sqm

___________________________________________________________________________________________________Page no. 163 of 477



.

.

PWD UTTARAKHAND


Note:-

8-7-A

Unit = Tonne

Taking output = 1.00 Tonne


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



Labour Cess @1% 90,486.34 x 1 % 904.86

91,391.20

91,391.20

91,391.20

8-7-B

Unit = Sqm



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



Mate


Resource Rate




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



.

.

PWD UTTARAKHAND


131.88 x 1% 1.32

PM0200 Sqm 1.00 1491.69 / Sqm 1,491.69

1,624.89



Labour Cess @1% 1,894.62 x 1 % 18.95

1,913.57

1,913.57

1,913.60

8-8

Unit = Sqm



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



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


Painter (Ist class)

Add for scaffolding @ 1 per cent of

Material cost where required

Material


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



.

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PWD UTTARAKHAND


8-9

Unit = Sqm



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



Labour Cess @1% 801.91 x 1 % 8.02

809.93

80.99

81.00

8-10

Unit = Sqm



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


Painter (Ist class)



Material






coats of painting.

Total Resource Cost

Cost For 10 Sqm

Rate per Sqm

Say Rs. Per Sqm

Resource Rate

Labour

Mate


Painter (Ist class)

Material




___________________________________________________________________________________________________Page no. 166 of 477



.

.

PWD UTTARAKHAND


716.82 x 5% 35.84

756.22



Labour Cess @1% 881.75 x 1 % 8.82

890.57

89.06

89.10

8-11

8-11-1

Unit = Sqm



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



Labour Cess @1% 1,340.99 x 1 % 13.41

1,354.40

135.44

135.40

8-11-2

Unit = Sqm



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


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





coats of painting.

Resource

Mate

___________________________________________________________________________________________________Page no. 167 of 477



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 1,109.57 x 1 % 11.10

1,120.66

112.07

112.10

8-12

8-12-1

Unit = Sqm



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



Labour Cess @1% 947.54 x 1 % 9.48

957.01

95.70

95.70

8-12-2

Unit = Sqm



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


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


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


Painter (Ist class)

Material

Road marking paint

___________________________________________________________________________________________________Page no. 168 of 477



.

.

PWD UTTARAKHAND


PL18 day 0.35 528.00 / Day 184.80

PM0122 Lit 0.90 114.00 / litre 102.60

885.48



Labour Cess @1% 1,032.47 x 1 % 10.32

1,042.79

104.28

104.30

8-13

Note:-

Unit = Sqm



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



Labour Cess @1% 3,21,247.06 x 1 % 3,212.47

3,24,459.53

540.77

540.80

Labour

Mate


Material

Reflectorising glass beads

Total Resource Cost

Cost For 600 Sqm

Rate per Sqm

Say Rs. Per Sqm

Machine

Road marking machine


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



.

.

PWD UTTARAKHAND


8-14

8-14-1

Unit = No.

Taking output = 6.00 No.


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



Labour Cess @1% 7,177.34 x 1 % 71.77

28,532.20

4,755.37

4,755.40

8-14-2

Unit = No.



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


Machine


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


Machine


Total Resource Cost

Sub- Item

5th kilometre stone (precast)

___________________________________________________________________________________________________Page no. 170 of 477



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 7,977.96 x 1 % 79.78

40,150.47

2,867.89

2,867.90

8-14-3

Unit = No.



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



Labour Cess @1% 8,338.11 x 1 % 83.38

26,107.84

791.15

791.10

Sub- Item





Lettering on km post (average 1 letters

of 10 cm height each)

Cost For 33 No.

Rate per No.

Say Rs. Per No.





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


Machine


Total Resource Cost

Hectometer stone (Precast)

___________________________________________________________________________________________________Page no. 171 of 477



.

.

PWD UTTARAKHAND


8-15

Unit = No.



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



Labour Cess @1% 48,607.93 x 1 % 486.08

49,094.01

1,636.47

1,636.50

8-16

Note:-

Unit = No.


Code Unit Qty. AmountResource Rate

Cost For 30 No.

Rate per No.

Say Rs. Per No.

Material

Delineator


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


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



.

.

PWD UTTARAKHAND


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



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


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


Machine


Total Resource Cost

Sub- Item


Steel reinforcement


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



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



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 10,478.58 x 1 % 104.79

10,754.28

358.48

358.50

8-18

Note:-

Unit = Rmt



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


Mate


Material

Barbed wire

428 metres length @ 9.38 kg per 100

metres



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



.

.

PWD UTTARAKHAND


12735.04 x 2% 254.70

14,333.02

8-9 Sqm 3.960 81.00 / Sqm 320.76



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



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


steel wire fabric of 75 mm x 50 mm mesh

Resource Rate

Labour

Welder

Mate


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


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



Cost For 30 Rmt

Rate per Rmt

Say Rs. Per Rmt

The item of excavation and cement concrete in foundation shall be


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



.

.

PWD UTTARAKHAND


26959.01 x 2.50% 673.98

29,088.93

8-9 Sqm 8.000 81.00 / Sqm 648.00



Labour Cess @1% 33,917.69 x 1 % 339.18

34,904.87

1,163.50

1,163.50

8-19-1

Unit = Rmt



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


Machine


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


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



Cost For 30 Rmt

Rate per Rmt

___________________________________________________________________________________________________Page no. 176 of 477



.

.

PWD UTTARAKHAND


47,910.00

8-9 Sqm 8.000 81.00 / Sqm 648.00



Labour Cess @1% 55,863.06 x 1 % 558.63

57,069.69

1,902.32

1,902.30

8-20

Unit = Rmt



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


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



Cost For 30 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Plumber

Mate


Machine


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



.

.

PWD UTTARAKHAND


8-9 Sqm 6.870 81.00 / Sqm 556.47



Labour Cess @1% 14,908.64 x 1 % 149.09

20,703.39

2,070.34

2,070.30

8-21

Unit = Rmt



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



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


Machine


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


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



.

.

PWD UTTARAKHAND


1,727.20

8-22

8-22-1

Note:-

Unit = Rmt



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



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


500/500D

Excavation and backfilling are incidental to work and not to be measured

separately.

Say Rs. Per Rmt

Resource Rate

Labour

Mate


Machine


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



.

.

PWD UTTARAKHAND


8-23-A

Unit = Rmt



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



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



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


Machine


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



.

.

PWD UTTARAKHAND


8-23-B

Unit = Rmt



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



Labour Cess @1% 21,492.77 x 1 % 214.93

21,707.70

4,823.93

4,823.90


Mate


Machine


Material

Corrugated sheet, 3 mm thick, W/ Thrie

beam section railing


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


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



.

.

PWD UTTARAKHAND


8-24

Note:-

8-25

Note:-

Unit = Rmt



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



Machine


Material


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



.

.

PWD UTTARAKHAND


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



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


The items of excavation and cement concrete as per approved design to be


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



.

.

PWD UTTARAKHAND



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



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


Sub- Item


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


Resource Rate

Labour

Mate


Material


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


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



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PWD UTTARAKHAND



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



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.



PL03 day 0.250 600.00 / Day 150.00


fabrication, welding, bending, nuts,

bolts etc

Total Resource Cost

Sub- Item


exposed surface

Cost For 1.5 Rmt

Rate per Rmt

Say Rs. Per Rmt

Machine


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


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


Material


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



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PWD UTTARAKHAND


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



Labour Cess @1% 8,658.91 x 1 % 86.59

9,211.25

9,211.25

9,211.30

8-27-2

Unit = No.



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


Material

Sodium vapour lamp

Steel circular hollow pole of standard

specification for street lighting to mount

light at 9 m height above road level


holder, electric cable, insulation, ladder,

scaffolding etc

Total Resource Cost

Material

Sodium vapour lamp



light at 9 m height above road level



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


Mate


For fixing in Footpath

___________________________________________________________________________________________________Page no. 186 of 477



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8-9 Sqm 4.630 81.00 / Sqm 375.03



Labour Cess @1% 8,658.91 x 1 % 86.59

9,120.53

9,120.53

9,120.50

8-28

Note:-

Unit = No.



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



Sub- Item


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


over steel circular hollow pipe


Mate


Material

Sodium vapour lamp



light at 5 m height above deck level



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)

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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



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



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



Machine


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

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Labour Cess @1% 49,137.39 x 1 % 491.37

60,068.25

3,003.41

3,003.40

8-29-2

Unit = Rmt



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



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



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



Machine

Double Row for two utility services


Material


GSB works at Site



pipe 300 mm dia

Total Resource Cost

Sub- Item



Cost For 20 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate


Cost For 20 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate



Triple Row for three utility services

___________________________________________________________________________________________________Page no. 189 of 477



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PWD UTTARAKHAND


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



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


Material


GSB works at Site



pipe 300 mm dia

Total Resource Cost

Sub- Item




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



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PWD UTTARAKHAND


8-32

8-33

8-33-1

Unit = Tonne



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



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


fabrication and erection.


nuts, bolts and welding

Total Resource Cost

Cost For 1 Tonne

Rate per Tonne

Say Rs. Per Tonne

Resource Rate

Labour


Mate


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



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8-33-2

8-34

8-34-A

Unit = Sqm



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



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


Mate


Machine


Material


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


8-34-B

Note:-

Unit = Sqm



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



Labour Cess @1% 27,458.63 x 1 % 274.59

27,733.22

1,386.66

1,386.70

8-34-C

Unit = Sqm



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


Material

Sand (Coarse)

Steel drum 300 mm dia 1.2 m

high/empty bitumen drum


clamps etc.

Total Resource Cost

Cost For 20 Sqm

Rate per Sqm

Say Rs. Per Sqm


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


Mate


___________________________________________________________________________________________________Page no. 193 of 477



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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



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)


Machine


Material

Water

Plastic tubes 50 cm dia, 1.2 m high



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


8-36

Unit = No.



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



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


Material

Traffic cones

Total Resource Cost

Cost For 68 No.

Rate per No.

Say Rs. Per No.

Machine


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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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:-)

___________________________________________________________________________________________________Page no. 196 of 477



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PWD UTTARAKHAND


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)

___________________________________________________________________________________________________Page no. 197 of 477



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PWD UTTARAKHAND


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.



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


Material

Mate


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 )

___________________________________________________________________________________________________Page no. 198 of 477



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PWD UTTARAKHAND


2252.48 x 2% 45.05

PM0106 Lit 0.50 237.00 / litre 118.50

2,921.41



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.



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


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


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


Welder

Material


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


Total Resource Cost

___________________________________________________________________________________________________Page no. 199 of 477



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PWD UTTARAKHAND



Labour Cess @1% 5,307.50 x 1 % 53.08

5,360.58

5,360.58

5,360.60

8-44-B

Unit = No.



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



Labour Cess @1% 12,935.99 x 1 % 129.36

13,065.35

13,065.35

13,065.40

8-44-C

Unit = No.



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


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


___________________________________________________________________________________________________Page no. 200 of 477



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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



Labour Cess @1% 25,172.86 x 1 % 251.73

25,424.59

25,424.59

25,424.60

8-45

Unit = No.



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



Labour Cess @1% 541.47 x 1 % 5.41

546.88

546.88

546.90

8-46

Unit = 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


Material



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


Sand (Coarse)

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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



Labour Cess @1% 600.21 x 1 % 6.00

606.21

606.21

606.20

Resource Rate

Labour

Mate


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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Chapter 9 - PIPE CULVERTS

9-1

Note:-

Unit = Cum



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



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


Material


nominal size

Total Resource Cost

Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Mate

Machine

Generator 33 KVA


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 )


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



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



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


Material


GSB works at Site

1000 mm dia

1200 mm dia

Resource Rate

Labour

Mason 1st class

Mate


Material


GSB works at Site

Cement


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



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



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



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


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


Cement


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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PWD UTTARAKHAND


9-3-B

Unit = Rmt



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



Labour Cess @1% 2,58,004.04 x 1 % 2,580.04

2,60,584.08

20,846.73

20,846.70

Material


GSB works at Site

Cement


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


___________________________________________________________________________________________________Page no. 206 of 477



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PWD UTTARAKHAND


Chapter 10 - MAINTENANCE OF ROADS

10-1

Note:-

Unit = Cum



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



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


PL14 day 0.180 444.00 / Day 79.92

PL15 day 4.500 420.00 / Day 1,890.00


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


Machine

Resource Rate

Labour

Mate


Machine

Plate compactor


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PWD UTTARAKHAND


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



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


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



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


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



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.

___________________________________________________________________________________________________Page no. 208 of 477



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10-4

Unit = Sqm

Taking output = 10250 Sqm (205 Cum or 405 Tonne)


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



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



Machine




Material



Crushed Stone chipping 13.2 mm

nominal size


mm nominal size

Total Resource Cost

Cost For 10250 Sqm

Rate per Sqm

Say Rs. Per Sqm


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

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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



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



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


Size) 10 mm - 5 mm

Add 5 per cent for wastage of Grit

Resource Rate

Labour

Mate



Machine




for grading II- 13mm (Nominal size) Material


Resource Rate

Labour

Mate



Machine





Material







Total Resource Cost

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PWD UTTARAKHAND


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



Labour Cess @1% 26,71,824.00 x 1 % 26,718.24

26,98,542.24

550.72

550.70

10-6

Unit = Sqm



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



Labour Cess @1% 2,017.30 x 1 % 20.17

2,037.47

4.07

4.10




Size) 10 mm - 5 mm



Lime

Add 5 per cent for wastage

Total Resource Cost

Cost For 4900 Sqm

Rate per Sqm

Say Rs. Per Sqm


Resource Rate

Labour

Mate


Material

Material


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



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10-7

Unit = Sqm



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



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



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


Material

___________________________________________________________________________________________________Page no. 212 of 477



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PWD UTTARAKHAND


Unit = Rmt



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



Labour Cess @1% 4,809.80 x 1 % 48.10

4,857.90

485.79

485.80

10-10

Unit = Rmt



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



Labour Cess @1% 520.06 x 1 % 5.20

525.26

52.53

52.50

Labour

Stone Chiseller

Mate


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


Machine


Material


Primer

Total Resource Cost

Cost For 10 Rmt

Rate per Rmt

Say Rs. Per Rmt

Machine


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



.

.

PWD UTTARAKHAND


10-11

Unit = Rmt



PL14 day 0.080 444.00 / Day 35.52

PL15 day 1.000 420.00 / Day 420.00

455.52



Labour Cess @1% 531.14 x 1 % 5.31

536.45

53.64

53.60

10-12

Note:-

Unit = Cum



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



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)


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


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



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.

PWD UTTARAKHAND


10-13

Note:-

Unit = Cum



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



Labour Cess @1% 11,761.00 x 1 % 117.61

11,878.61

118.79

118.80

10-14

Note:-

Unit = Cum





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




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


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



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 24,492.10 x 1 % 244.92

24,737.02

4.95

4.90

10-15

Unit = Cum



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



Labour Cess @1% 12,279.52 x 1 % 122.80

12,402.31

3.45

3.40

Mate


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


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



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.

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Chapter 11 - HORTICULTURE

11-1

Unit = Cum



PL14 day 0.040 444.00 / Day 17.76

PL15 day 1.000 420.00 / Day 420.00

437.76



Labour Cess @1% 510.43 x 1 % 5.10

515.53

34.37

34.40

11-2

11-2-1

Unit = Sqm



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



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, farmyard 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


Total Resource Cost

Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate


Machine


Mounted)Material

Grass (Doob)

Total Resource Cost

Cost For 100 Sqm

Rate per Sqm

Say Rs. Per Sqm

___________________________________________________________________________________________________Page no. 217 of 477



.

.

PWD UTTARAKHAND


Unit = Sqm



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



Labour Cess @1% 2,870.84 x 1 % 28.71

2,899.55

29.00

29.00

11-3

Unit = Sqm



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



Labour Cess @1% 1,984.48 x 1 % 19.84



Mounted)

Grass (Fine)


Machine


Mounted)Material

Grass (Doob)



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



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PWD UTTARAKHAND


2,004.32

20.04

20.00

11-4

Unit = Sqm



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



Labour Cess @1% 24,181.67 x 1 % 241.82

24,423.49

244.23

244.20

11-5

Unit = Sqm



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


Mali

Machine


Mounted)Tractor

Material

Resource Rate

Labour

Mali

Machine


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



.

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PWD UTTARAKHAND


PM0286 Cum 0.60 300.00 / Cum 180.00

2,292.35



Labour Cess @1% 2,672.88 x 1 % 26.73

2,699.61

27.00

27.00

11-6

Unit = Sqm



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



Labour Cess @1% 21,165.23 x 1 % 211.65

21,376.88

213.77

213.80

11-7

11-7-A

Unit = Rmt



PL14 day 1.400 444.00 / Day 621.60

PL15 day 14.000 420.00 / Day 5,880.00Beldar/mazdoor (unskilled)



turfing

Total Resource Cost

Cost For 100 Sqm

Rate per Sqm

Say Rs. Per Sqm

Resource Rate

Labour

Mali

Machine


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


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



Labour Cess @1% 29,692.95 x 1 % 296.93

29,989.88

299.90

299.90

11-7-B

Unit = Rmt



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



Labour Cess @1% 25,382.07 x 1 % 253.82

25,635.89

256.36

256.40

Hedge plants

Pesticide



turfing

Total Resource Cost

Cost For 100 Rmt

Rate per Rmt

Say Rs. Per Rmt

Machine


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



turfing

Resource Rate

Labour

Mate


Machine


Mounted)

Material

Water

___________________________________________________________________________________________________Page no. 221 of 477



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PWD UTTARAKHAND


11-8

11-8-A

Unit = Rmt



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



Labour Cess @1% 54,223.55 x 1 % 542.24

54,765.78

54.77

54.80

11-8-B

Unit = Rmt



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



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


Machine


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


Machine


Mounted)

Material

Water

Planting and Maintaining of Flowering Plants and Shrubs

___________________________________________________________________________________________________Page no. 222 of 477



.

.

PWD UTTARAKHAND


PM0258 Kg 1.50 47.00 / Kg. 70.50

PM0286 Cum 10.00 300.00 / Cum 3,000.00

2,24,508.50



Labour Cess @1% 2,61,776.91 x 1 % 2,617.77

2,64,394.68

264.39

264.40

11-9

Unit = No.



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



Labour Cess @1% 13,590.31 x 1 % 135.90

13,726.22

1,372.62

1,372.60


Mounted)

Material

Water

Pesticide

Sapling 2 m high 25 mm dia



turfing

Total Resource Cost

Cost For 10 No.

Rate per No.

Say Rs. Per No.

Pesticide



turfing

Total Resource Cost

Cost For 1000 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate


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



.

.

PWD UTTARAKHAND


11-10

Unit = Sqm



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



Labour Cess @1% 2,174.10 x 1 % 21.74

2,195.84

21.96

22.00

11-11

Unit = Cum



PM0286 Cum 1.00 300.00 / Cum 300.00

300.00



Labour Cess @1% 349.80 x 1 % 3.50

353.30

Material



turfing

Total Resource Cost

Cost For 1 Cum

Machine


Mounted)

Material

Water

Total Resource Cost

Cost For 100 Sqm

Rate per Sqm

Say Rs. Per Sqm

Resource Rate

Resource Rate

Labour

Mate


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



.

.

PWD UTTARAKHAND


353.30

353.30

11-12

Note:-

11-13

Note:-

11-14

Unit = No.



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



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


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



.

.

PWD UTTARAKHAND


Unit = Rmt



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



Labour Cess @1% 639.79 x 1 % 6.40

646.18

64.62

64.60

11-16

Unit = No.



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



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.


Rivets

Material

Brick

Total Resource Cost

Cost For 10 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour


Mate


Material



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


___________________________________________________________________________________________________Page no. 226 of 477



.

.

PWD UTTARAKHAND


11-17

Unit = No.



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



Labour Cess @1% 794.71 x 1 % 7.95

802.66

802.66

802.70

11-18

Unit = Qtl

Taking output = 1 Qtl


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


Mate


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


Mate


Material


Rivets



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



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 7,797.37 x 1 % 77.97

7,875.35

7,875.35

7,875.30

11-19

Note:-

Unit = No.



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



Labour Cess @1% 2,333.33 x 1 % 23.33

Rate per Qtl

Say Rs. Per Qtl

Resource Rate

Labour


Mate


Material



riveting, bolting and welding

accessories

Total Resource Cost

Machine


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.)


Deduct the cost of scrap


welding rods and other welding

accessories

Total Resource Cost

Cost For 1 Qtl

___________________________________________________________________________________________________Page no. 228 of 477



.

.

PWD UTTARAKHAND


2,500.04

2,500.04

2,500.00

11-20

Unit = No.



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



Labour Cess @1% 4,102.85 x 1 % 41.03

4,265.38

4,265.38

4,265.40

11-21

Resource Rate

Labour


Mate


Machine


Material



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



.

.

PWD UTTARAKHAND


Note:-

Unit = Hectare



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



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


Dozer D 50


Mounted)

(1.5 Kg for Maintenance of one year

and 0.50 Kg for Planting)



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,


Resource Rate

Labour ( for Planting )

Mate


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



.

.

PWD UTTARAKHAND


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



PL14 day 0.140 444.00 / Day 62.16

PL15 day 3.500 420.00 / Day 1,470.00

1,532.16



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



PL14 day 0.180 444.00 / Day 79.92

PL15 day 4.500 420.00 / Day 1,890.00

Labour

Mate


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


Total Resource Cost

Cost For 10 Cum

Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 231 of 477



.

.

PWD UTTARAKHAND


1,969.92



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



PL14 day 0.240 444.00 / Day 106.56

PL15 day 6.000 420.00 / Day 2,520.00

2,626.56



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



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



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


Machine


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


Total Resource Cost

Total Resource Cost

Above 6 m depth

Depth upto 3 m

Mechanical Means

___________________________________________________________________________________________________Page no. 232 of 477



.

.

PWD UTTARAKHAND


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



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



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



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



Machine


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


Machine


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


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



.

.

PWD UTTARAKHAND


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



PL14 day 0.200 444.00 / Day 88.80

PL15 day 5.000 420.00 / Day 2,100.00

2,188.80



Labour Cess @1% 2,552.14 x 1 % 25.52

2,577.66

257.77

257.80

12-1-2-B

Note:-

Unit = Cum



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



Labour Cess @1% 12,274.20 x 1 % 122.74

Machine


Total Resource Cost

Cost For 10 Cum

Rate per Cum

Say Rs. Per Cum



conditions.



conditions.

2. In case of rock, foundation beyond 3 m is not dug and hence not included.

Resource Rate

Labour

Mate


Total Resource Cost

Say Rs. Per Cum

Resource Rate

Labour

Mate


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



.

.

PWD UTTARAKHAND


12,396.94

68.87

68.90

12-1-3

12-1-3-A

Note:-

Unit = Cum



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



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



PL14 day 0.200 444.00 / Day 88.80



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


Machine



Total Resource Cost

Cost For 10 Cum

Rate per Cum

Say Rs. Per Cum

Material

Blasting material

Electric Detonator

Rock Hole Driller

Mate



conditions.

Mechanical Means

Cost For 180 Cum

Manual Means

Hard rock ( requiring blasting )

Hard rock ( blasting prohibited )

___________________________________________________________________________________________________Page no. 235 of 477



.

.

PWD UTTARAKHAND


PL15 day 5.000 420.00 / Day 2,100.00

PMC133 hours 6.00 3540.46 / day 2,655.35

4,844.15



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



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



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


deeper excavation below 3 m depth, refer analysis in item12.1 (i) to (iv) for

ordinary soil

Resource Rate

Labour

Mate


Machine


Total Resource Cost

Cost For 10 Cum

Rate per Cum

Say Rs. Per Cum

Mechanical Means - upto 3 m depth


Machine



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



.

.

PWD UTTARAKHAND


Note:-

Unit = Cum



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



Labour Cess @1% 1,558.20 x 1 % 15.58

1,573.78

157.38

157.40

12-1-6

Unit = Cum



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



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


Machine


Total Resource Cost

Cost For 10 Cum

Rate per Cum

Say Rs. Per Cum


Resource Rate

Labour

Mate


Machine


Back Filling in Marshy Foundation Pits

1. Cost of dewatering upto 20 per cent of labour and machine may be


conditions.

2. Shoring & strutting 10 per cent of abour and machine, where required

may be added


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



.

.

PWD UTTARAKHAND


12-2

12-3

Unit = Cum



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



Labour Cess @1% 2,308.61 x 1 % 23.09

2,331.70

2,331.70

2,331.70

12-4

Note:-

Unit = Cum



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


Resource Rate

Labour

Mason 1st class


Material

Mate

Machine

Generator 33 KVA



Mounted)

Resource Rate

Labour

Mate


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



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 83,065.90 x 1 % 830.66

83,896.55

5,593.10

5,593.10

12-5

Unit = Cum



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



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



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


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


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


Material

Brick

Cement mortar 1:3

Total Resource Cost

Cost For 5 Cum

Rate per Cum

___________________________________________________________________________________________________Page no. 239 of 477



.

.

PWD UTTARAKHAND


PM0049 Tonne 0.51 7512.09 / MT 3,831.17

PM0123 Cum 1.05 1641.25 / Cum 1,723.31

5,950.24



Labour Cess @1% 6,937.98 x 1 % 69.38

7,007.36

7,007.36

7,007.40

12-6-B

Unit = Cum



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



Labour Cess @1% 8,109.79 x 1 % 81.10

8,190.89

8,190.89

8,190.90

12-6-C

Unit = Cum



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



Material

Sand (Coarse)

Total Resource Cost

Cost For 1 Cum

Rate per Cum

Say Rs. Per Cum

Cement



Resource Rate

Labour

Mate


Material

Cement

Sand (Coarse)

Total Resource Cost

Cost For 1 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mate


Material

Cement

Sand (Coarse)

Total Resource Cost

___________________________________________________________________________________________________Page no. 240 of 477



.

.

PWD UTTARAKHAND


Labour Cess @1% 6,108.44 x 1 % 61.08

6,169.52

6,169.52

6,169.50

12-6-D

Unit = Cum



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



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



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




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


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


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



.

.

PWD UTTARAKHAND


Labour Cess @1% 18,382.85 x 1 % 183.83

29,077.78

5,815.56

5,815.60

12-7-B

Unit = Cum



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



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



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


Material


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


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



.

.

PWD UTTARAKHAND


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



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



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


nominal size

Resource Rate

Labour

Mason 1st class

Mate


Machine


Generator 33 KVA

Material


nominal size


nominal size


nominal size

Cement


Machine


Generator 33 KVA

Material


nominal size

Cement

Sand (Coarse)

Total Resource Cost

Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum


nominal size

Formwork @ 4 per cent on cost of concrete i.e. cost of

material, labour and machinery

___________________________________________________________________________________________________Page no. 243 of 477



.

.

PWD UTTARAKHAND


PM0123 Cum 6.75 1641.25 / Cum 11,078.44

98,948.72

98,948.72 x 4% 3,957.95



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



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



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


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement





___________________________________________________________________________________________________Page no. 244 of 477



.

.

PWD UTTARAKHAND




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



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



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


Machine


Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost

Cost For 120 Cum

Rate per Cum

Say Rs. Per 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


Machine



___________________________________________________________________________________________________Page no. 245 of 477



.

.

PWD UTTARAKHAND


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



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



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


Rate

Labour

Mason 1st class

Mate


Machine



capacity




Generator 100 KVA

Material


nominal size


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost

Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum


nominal size

Resource

Formwork @ 3.75 per cent on cost of concrete i.e. cost of


___________________________________________________________________________________________________Page no. 246 of 477



.

.

PWD UTTARAKHAND


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



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



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



Labour Cess @1% 1,40,192.81 x 1 % 1,401.93

1,41,594.74

RCC Grade M25



nominal size

Cement

Sand (Coarse)

Total Resource Cost

Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum


nominal size

Resource Rate

Labour

Mason 1st class

Mate


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost

Cost For 15 Cum





___________________________________________________________________________________________________Page no. 247 of 477



.

.

PWD UTTARAKHAND


9,439.65

9,439.60

12-8-E-2

Unit = Cum



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



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




PCC Grade M30





Generator 100 KVA

Material


nominal size


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


Machine



capacity



___________________________________________________________________________________________________Page no. 248 of 477



.

.

PWD UTTARAKHAND


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



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



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


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost

Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum


nominal size

Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity





___________________________________________________________________________________________________Page no. 249 of 477



.

.

PWD UTTARAKHAND


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



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



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


RCC Grade M30


Generator 100 KVA

Material


nominal size


nominal size


nominal size


nominal size


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


Machine


Generator 33 KVA

Material



___________________________________________________________________________________________________Page no. 250 of 477



.

.

PWD UTTARAKHAND


1,16,263.77 x 3.50% 4,069.23



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



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



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


Machine




capacity




Generator 100 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost

Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum





___________________________________________________________________________________________________Page no. 251 of 477



.

.

PWD UTTARAKHAND


12-8-H

12-8-H-1

Unit = Cum



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



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



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



Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost

Cost For 15 Cum

RCC Grade M35

Labour

Mason 1st class

Mate


Machine



capacity



Rate per Cum

Say Rs. Per Cum

Resource Rate

Resource Rate

Labour

Mason 1st class

Mate


Machine


Generator 33 KVA

___________________________________________________________________________________________________Page no. 252 of 477



.

.

PWD UTTARAKHAND


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



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.



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




Generator 100 KVA

Material


nominal size

Resource Rate

Labour

Mate


Machine

Cranes b) 35 tonnes

Material


private land




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



.

.

PWD UTTARAKHAND




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.



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



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


private land


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



.

.

PWD UTTARAKHAND


12-9-C

Unit =Rmt



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



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



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



Machine


Material


private land


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


Welder

Material



Fitter (grade 1)

Mate


Electrodes, cutting gas and other

consumables @ 10 per cent of cost of

material

Labour

Mate

___________________________________________________________________________________________________Page no. 255 of 477



.

.

PWD UTTARAKHAND


83,555.71



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



12-8-C-1 1,09,578.01

1,09,578.01

1,09,578.01 x 20% 21,915.60



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



12-8-C-2 8,43,089.04

8,43,089.04

8,43,089.04 x 20% 1,68,617.81



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.


Plain/Reinforced cement concrete, in well foundation complete as per drawing and

technical specification

Well curb

RCC M20 Grade


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


Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum


Resource Rate

___________________________________________________________________________________________________Page no. 256 of 477



.

.

PWD UTTARAKHAND


11,91,446.69

9,928.72

9,928.70

12-11-A-2

12-11-A-2-1

Unit = Cum



12-8-E-1 1,15,888.17

1,15,888.17

1,15,888.17 x 20% 23,177.63



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



12-8-E-2 8,93,570.28

8,93,570.28

8,93,570.28 x 20% 1,78,714.06



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



12-8-H-1 1,17,991.55

1,17,991.55

1,17,991.55 x 20% 23,598.31


RCC M25 Grade



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


Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate


Total Resource Cost


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


___________________________________________________________________________________________________Page no. 257 of 477



.

.

PWD UTTARAKHAND



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



12-8-H-2 9,10,547.61

9,10,547.61

9,10,547.61 x 20% 1,82,109.52



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



12-8-A 86,084.43

86,084.43

86,084.43 x 10% 8,608.44



Labour Cess @1% 1,10,411.89 x 1 % 1,104.12

1,11,516.01

7,434.40

7,434.40


Unit = Cum



12-8-B 98,948.72

98,948.72

98,948.72 x 10% 9,894.87

Total Resource Cost


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


Cost For 15 Cum

Rate per Cum

Rate


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


___________________________________________________________________________________________________Page no. 258 of 477



.

.

PWD UTTARAKHAND




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



12-8-C-1 1,09,578.01

1,09,578.01

1,09,578.01 x 10% 10,957.80



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



12-8-C-2 8,43,089.04

8,43,089.04

8,43,089.04 x 10% 84,308.90



Labour Cess @1% 10,81,346.00 x 1 % 10,813.46

10,92,159.46

9,101.33

9,101.30



Unit = Cum



12-8-D-1 1,05,183.76

Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate


Total Resource Cost


Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate


Total Resource Cost


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



.

.

PWD UTTARAKHAND


1,05,183.76

1,05,183.76 x 10% 10,518.38



Labour Cess @1% 1,34,908.69 x 1 % 1,349.09

1,36,257.78

9,083.85

9,083.90


Unit = Cum



12-8-D-2 8,08,310.63

8,08,310.63

8,08,310.63 x 10% 80,831.06



Labour Cess @1% 10,36,739.21 x 1 % 10,367.39

10,47,106.61

8,725.89

8,725.90



Unit = Cum



12-8-E-1 1,15,888.17

1,15,888.17

1,15,888.17 x 10% 11,588.82



Labour Cess @1% 1,48,638.16 x 1 % 1,486.38

1,50,124.54

10,008.30

10,008.30


Unit = Cum



Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Cost For 15 Cum

Rate per Cum

Resource Rate


Total Resource Cost


Say Rs. Per Cum

Total Resource Cost


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


Resource Rate

___________________________________________________________________________________________________Page no. 260 of 477



.

.

PWD UTTARAKHAND


12-8-E-2 8,93,570.28

8,93,570.28

8,93,570.28 x 10% 89,357.03



Labour Cess @1% 11,46,093.25 x 1 % 11,460.93

11,57,554.18

9,646.28

9,646.30



Unit = Cum



12-8-F-1 1,05,859.85

1,05,859.85

1,05,859.85 x 10% 10,585.98



Labour Cess @1% 1,35,775.84 x 1 % 1,357.76

1,37,133.60

9,142.24

9,142.20


Unit = Cum



12-8-F-2 8,13,193.49

8,13,193.49

8,13,193.49 x 10% 81,319.35



Labour Cess @1% 10,43,001.97 x 1 % 10,430.02

10,53,431.99

8,778.60

8,778.60



Unit = Cum


Total Resource Cost


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


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


Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 261 of 477



.

.

PWD UTTARAKHAND




12-8-G-1 1,16,263.77

1,16,263.77

1,16,263.77 x 10% 11,626.38



Labour Cess @1% 1,49,119.91 x 1 % 1,491.20

1,50,611.11

10,040.74

10,040.70


Unit = Cum



12-8-G-2 8,96,725.36

8,96,725.36

8,96,725.36 x 10% 89,672.54



Labour Cess @1% 11,50,139.95 x 1 % 11,501.40

11,61,641.35

9,680.34

9,680.30



Unit = Cum



12-8-H-1 1,17,991.55

1,17,991.55

1,17,991.55 x 10% 11,799.16



Labour Cess @1% 1,51,335.96 x 1 % 1,513.36

1,52,849.32

10,189.95

10,190.00


Resource Rate

Same as for 12-8-G-1 except for formwork

Total Resource Cost


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


Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate


Total Resource Cost


Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 262 of 477



.

.

PWD UTTARAKHAND


Unit = Cum



12-8-H-2 9,10,547.61

9,10,547.61

9,10,547.61 x 10% 91,054.76



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



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


Total Resource Cost


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


Machine



capacity




Generator 100 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost




as per 9103-1999

___________________________________________________________________________________________________Page no. 263 of 477



.

.

PWD UTTARAKHAND




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



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



Labour Cess @1% 1,30,526.61 x 1 % 1,305.27

1,31,831.88

8,788.79

Bottom Plug

PCC Grade M20


Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate



Generator 33 KVA

Material


nominal size


nominal size


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


as per 9103-1999

Machine

___________________________________________________________________________________________________Page no. 264 of 477



.

.

PWD UTTARAKHAND


8,788.80

12-11-C-1-2

Unit = Cum



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



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


Mason 1st class

Say Rs. Per Cum

Total Resource Cost




Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum



capacity




Generator 100 KVA

Resource Rate

Labour

Mate


Material


nominal size


nominal size

Cement


as per 9103-1999

Sand (Coarse)

Machine

___________________________________________________________________________________________________Page no. 265 of 477



.

.

PWD UTTARAKHAND


Unit = Cum



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



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



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


Resource Rate

Labour

Mason 1st class

Mate


Material


nominal size


nominal size


nominal size

Cement


as per 9103-1999

Sand (Coarse)

Machine


Generator 33 KVA

Cranes c) 3 tonnes

Total Resource Cost




Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


___________________________________________________________________________________________________Page no. 266 of 477



.

.

PWD UTTARAKHAND


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



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



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


Material


nominal size


nominal size

Cement


as per 9103-1999

Sand (Coarse)

Machine



capacity




Generator 100 KVA

Total Resource Cost




Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Material


nominal size

___________________________________________________________________________________________________Page no. 267 of 477



.

.

PWD UTTARAKHAND


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



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



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


nominal size


nominal size

Cement


as per 9103-1999

Sand (Coarse)

Machine


Generator 33 KVA

Cranes c) 3 tonnes

Total Resource Cost




Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Material


nominal size


nominal size

Cement


as per 9103-1999

Sand (Coarse)

Machine

___________________________________________________________________________________________________Page no. 268 of 477



.

.

PWD UTTARAKHAND


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



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



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



capacity




Generator 100 KVA

Total Resource Cost




Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Material


nominal size


nominal size


nominal size

Cement


as per 9103-1999

Sand (Coarse)

Machine


PCC Grade M35


___________________________________________________________________________________________________Page no. 269 of 477



.

.

PWD UTTARAKHAND


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



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



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


Material


nominal size


nominal size

Cement


as per 9103-1999

Sand (Coarse)

Machine



capacity




Generator 100 KVA

Total Resource Cost

Generator 33 KVA

Cranes c) 3 tonnes

Total Resource Cost




Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


___________________________________________________________________________________________________Page no. 270 of 477



.

.

PWD UTTARAKHAND


8,48,948.55 x 5% 42,447.43



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



12-11-C-1-1 1,07,010.36



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



12-11-C-1-2 8,71,278.73



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


chiseling etc.

Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Rate

Intermediate plug

Grade M20 PCC



Grade M25 PCC


Resource




Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 271 of 477



.

.

PWD UTTARAKHAND




12-11-C-2-1 1,10,468.68



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



12-11-C-2-2 8,98,644.80



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



12-11-C-3-1 1,11,144.77



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



Resource Rate


chiseling etc.

Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate


chiseling etc.

Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Resource Rate


chiseling etc.

Cost For 15 Cum


Grade M30 PCC



Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 272 of 477



.

.

PWD UTTARAKHAND


12-11-C-3-2 9,04,353.99



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



12-8-A 86,084.43



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



12-8-B 98,948.72



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



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


Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate


Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum



chiseling etc.

Top plug

Grade M15 PCC


Grade M20 PCC


Grade M25 PCC

___________________________________________________________________________________________________Page no. 273 of 477



.

.

PWD UTTARAKHAND




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



12-8-D-2 8,08,310.63



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



12-8-F-1 1,05,859.85



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



12-8-F-2 8,13,193.49



Labour Cess @1% 9,48,183.61 x 1 % 9,481.84

9,57,665.44

7,980.55

Rate


Cost For 120 Cum

Rate per Cum



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate


Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate


Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource


Grade M30 PCC

___________________________________________________________________________________________________Page no. 274 of 477



.

.

PWD UTTARAKHAND


7,980.50

12-11-F

12-11-F-1

12-11-F-1-1

Unit = Cum



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



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



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


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate

Well cap

RCC Grade M20




Machine


___________________________________________________________________________________________________Page no. 275 of 477



.

.

PWD UTTARAKHAND


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



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



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



Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Machine


Generator 33 KVA

Material


nominal size

RCC Grade M25



capacity




Generator 100 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost

___________________________________________________________________________________________________Page no. 276 of 477



.

.

PWD UTTARAKHAND


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



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



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



Labour Cess @1% 10,81,156.06 x 1 % 10,811.56

Cement

Sand (Coarse)

Total Resource Cost




nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity




Generator 100 KVA

Material


___________________________________________________________________________________________________Page no. 277 of 477



.

.

PWD UTTARAKHAND


10,91,967.62

9,099.73

9,099.70

12-11-F-3

12-11-F-3-1

Unit = Cum



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



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



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


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Machine


Machine

RCC Grade M30



___________________________________________________________________________________________________Page no. 278 of 477



.

.

PWD UTTARAKHAND


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



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



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


Machine


Generator 33 KVA

Material


nominal size

Sand (Coarse)

Total Resource Cost



Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum



capacity




Generator 100 KVA

Material


nominal size


nominal size

Cement


RCC Grade M35

___________________________________________________________________________________________________Page no. 279 of 477



.

.

PWD UTTARAKHAND


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



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



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



nominal size

Cement

Sand (Coarse)

Total Resource Cost



Cost For 15 Cum


nominal size

Cement

Sand (Coarse)

Total Resource Cost



Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity




Generator 100 KVA

Material


nominal size


___________________________________________________________________________________________________Page no. 280 of 477



.

.

PWD UTTARAKHAND



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



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



Labour Cess @1% 11,96,373.97 x 1 % 11,963.74

12,08,337.71

10,069.48

10,069.50




Generator 100 KVA

Material


nominal size

Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity


nominal size

Cement


as per 9103-1999

Sand (Coarse)

Total Resource Cost



Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

RCC M40 Grade

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12-12

12-12-A

12-12-A-1

Unit = Rmt

Taking output = 1 Rmt Rate of sinking = 0.50 m per hour.


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



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



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


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Resource Rate

Labour

Mate



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.

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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


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


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


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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 .


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


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



12-12-A-5-A 77,827.20

77827.20 x 20% 15,565.44

93,392.64

93,392.64




Rate per Rmt

Say Rs. Per Rmt

Including cost for Kentledge

Resource Rate

Average Rate

Add 20%

Rate per Rmt

Say Rs. Per Rmt


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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

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93,392.60

12-12-B

12-12-B-1

Unit = Rmt



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



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



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 )



Say Rs. Per Rmt

Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Air compressor with pneumatic chisel

attachment for cutting hard clay.

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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



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.


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


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



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


Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Beyond 20m upto 30 m (Excluding cost for Kentledge & Dewatering)


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PWD UTTARAKHAND


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


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


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




27th m 69,223.59

28th m 74,415.35

29th m 79,996.51

30th m 85,996.24



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%


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%


Rate per Rmt

Say Rs. Per Rmt

Beyond 20m upto 30 m (including Dewatering and Kentledge)

Resource Rate

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PWD UTTARAKHAND


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



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



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


Average Rate

Add 25%


Rate per Rmt

Say Rs. Per Rmt

Add 5%

Resource Rate

31st m 92,445.96



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


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt


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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




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



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



Labour Cess @1% 29,379.44 x 1 % 293.79

29,673.23

Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%

Add 20%


Diver

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine





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



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29,673.23

29,673.20

12-12-C-2

Unit = Rmt


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



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



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



Machine



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




Cost For 1 Rmt



of Machine

Total Resource Cost

___________________________________________________________________________________________________Page no. 290 of 477



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Unit = Rmt


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



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



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



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 )




Sandy soil

Resource Rate

Rate as Above


Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Labour

Mate


___________________________________________________________________________________________________Page no. 291 of 477



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.

PWD UTTARAKHAND


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



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



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



x 1.075 33,610.05

x 1.075 36,130.81

x 1.075 38,840.62

Sinking helper


Sinker

Machine



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



Rate per Rmt

Say Rs. Per Rmt



Resource Rate

21st m 31,265.17

22nd m 33,610.05

23rd m 36,130.81

___________________________________________________________________________________________________Page no. 292 of 477



.

.

PWD UTTARAKHAND


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



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



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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt



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



Rate per Rmt

Say Rs. Per Rmt

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.

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12-13-A-5-B

Unit = Rmt



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



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



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



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


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Labour

Mate


Sinking helper


___________________________________________________________________________________________________Page no. 294 of 477



.

.

PWD UTTARAKHAND


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



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



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



12-13-B-3-A 36,068.40

36068.40 x 5% 1,803.42

37,871.82

Sinker

Machine





of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt



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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%


___________________________________________________________________________________________________Page no. 295 of 477



.

.

PWD UTTARAKHAND


37,871.82

37,871.80

12-13-B-4

12-13-B-4-A

Unit = Rmt



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



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



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



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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 25%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%


___________________________________________________________________________________________________Page no. 296 of 477



.

.

PWD UTTARAKHAND


71,037.44

71,037.40

12-13-B-4-D

Unit = Rmt




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



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



12-13-B-5-A 1,60,737.80

160737.80 x 20% 32,147.56

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%

Add 25%


Rate per Rmt

Say Rs. Per Rmt



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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%

___________________________________________________________________________________________________Page no. 297 of 477



.

.

PWD UTTARAKHAND


1,92,885.36

1,92,885.36

1,92,885.40

12-13-B-5-C

Unit = Rmt



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




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



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


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%

Add 20%


Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Mate

Diver


Sinking helper


Sinker

Machine



___________________________________________________________________________________________________Page no. 298 of 477



.

.

PWD UTTARAKHAND


PMC091 hours 4.50 2852.85 / hours 12,837.83

14359.01 x 10% 1,435.90

22,928.43



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


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



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



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Rate as Above


Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Blaster

Rock Hole Driller

Mate



Machine





of Machine

Material




Diver

___________________________________________________________________________________________________Page no. 299 of 477



.

.

PWD UTTARAKHAND


32,221.94



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


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



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



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


through all types of strata namely sandy soil, clayey soil and rock as shown against Sandy soil


Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Rate as Above


Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

___________________________________________________________________________________________________Page no. 300 of 477



.

.

PWD UTTARAKHAND


Unit = Rmt



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



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



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


Sinking helper


Sinker

Machine



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



Rate per Rmt

Say Rs. Per Rmt



___________________________________________________________________________________________________Page no. 301 of 477



.

.

PWD UTTARAKHAND


Unit = Rmt



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



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



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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt



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



.

.

PWD UTTARAKHAND


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



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



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



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


40th m 1,70,117.99



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


___________________________________________________________________________________________________Page no. 303 of 477



.

.

PWD UTTARAKHAND



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



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



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


Sinking helper


Sinker

Machine





of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt



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



Rate per Rmt

Say Rs. Per Rmt


___________________________________________________________________________________________________Page no. 304 of 477



.

.

PWD UTTARAKHAND


Unit = Rmt



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



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



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%


Rate per Rmt

Say Rs. Per Rmt



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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 25%


Rate per Rmt

Say Rs. Per Rmt


___________________________________________________________________________________________________Page no. 305 of 477



.

.

PWD UTTARAKHAND


Unit = Rmt



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




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



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%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%

Add 25%


Rate per Rmt

Say Rs. Per Rmt



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



Rate per Rmt

Say Rs. Per Rmt

___________________________________________________________________________________________________Page no. 306 of 477



.

.

PWD UTTARAKHAND


12-14-B-5-B

Unit = Rmt



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



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




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



PL14 day 0.680 444.00 / Day 301.92

PL24 day 1.000 528.00 / Day 528.00


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%

Add 20%


Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Mate

Diver

___________________________________________________________________________________________________Page no. 307 of 477



.

.

PWD UTTARAKHAND


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



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


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



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



Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Blaster

Rock Hole Driller

Mate



Machine




Sinking helper


Sinker

Machine





of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Rate as Above

___________________________________________________________________________________________________Page no. 308 of 477



.

.

PWD UTTARAKHAND


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



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


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



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





Sandy soil


of Machine

Material




Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Rate as Above


Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



of Machine


___________________________________________________________________________________________________Page no. 309 of 477



.

.

PWD UTTARAKHAND


14,844.90



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



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



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



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


Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



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



.

.

PWD UTTARAKHAND


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



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



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



19th m 34,882.58

20th m 36,626.70



Rate per Rmt

Say Rs. Per Rmt



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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt



Resource Rate

___________________________________________________________________________________________________Page no. 311 of 477



.

.

PWD UTTARAKHAND


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



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



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


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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

___________________________________________________________________________________________________Page no. 312 of 477



.

.

PWD UTTARAKHAND



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



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



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



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


Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine





of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt



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



.

.

PWD UTTARAKHAND


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



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



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


18th m 42,615.58

19th m 44,746.36

20th m 46,983.68



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt



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



Rate per Rmt

Say Rs. Per Rmt


___________________________________________________________________________________________________Page no. 314 of 477



.

.

PWD UTTARAKHAND



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



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




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



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%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%

Add 25%


Rate per Rmt

Say Rs. Per Rmt



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



.

.

PWD UTTARAKHAND


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



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



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




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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%

Add 20%


Rate per Rmt

Say Rs. Per Rmt

___________________________________________________________________________________________________Page no. 316 of 477



.

.

PWD UTTARAKHAND


12-15-C

12-15-C-1

Unit = Rmt



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



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


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



PL04 day 0.250 528.00 / Day 132.00



Resource Rate

Labour

Mate

Diver


Sinking helper


Sinker

Machine





of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Rate as Above


Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Blaster

___________________________________________________________________________________________________Page no. 317 of 477



.

.

PWD UTTARAKHAND


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



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


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



Sandy soil


Resource Rate

Labour





Resource Rate

Rate as Above


Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Diver

Rock Hole Driller

Mate



Machine





of Machine

Material




Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


___________________________________________________________________________________________________Page no. 318 of 477



.

.

PWD UTTARAKHAND


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



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



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



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


Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Beyond 10m upto 20m

Mate


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


___________________________________________________________________________________________________Page no. 319 of 477



.

.

PWD UTTARAKHAND



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



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



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



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


Resource Rate

Average Rate

Add 20%

Resource Rate

20th m 38,528.17



Rate per Rmt

Say Rs. Per Rmt



Resource Rate

21st m 40,454.58

22nd m

___________________________________________________________________________________________________Page no. 320 of 477



.

.

PWD UTTARAKHAND


73,828.56

73,828.56

73,828.60

12-16-A-5

12-16-A-5-A

Unit = Rmt



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



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



PL14 day 0.250 444.00 / Day 111.00

PL16 day 5.500 444.00 / Day 2,442.00

Resource Rate

Labour

Mate


Add 20%


Rate per Rmt

Say Rs. Per Rmt



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



Resource Rate

31st m 83,378.16



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate


Rate per Rmt

Say Rs. Per Rmt

___________________________________________________________________________________________________Page no. 321 of 477



.

.

PWD UTTARAKHAND


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



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



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



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



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt



Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



___________________________________________________________________________________________________Page no. 322 of 477



.

.

PWD UTTARAKHAND




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



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



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



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


Resource Rate

Average Rate

Add 5%


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



___________________________________________________________________________________________________Page no. 323 of 477



.

.

PWD UTTARAKHAND


7,22,430.75

72,243.08

72,243.08

72,243.10

12-16-B-4-B

Unit = Rmt



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



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




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%


Rate per Rmt

Say Rs. Per Rmt




Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 25%

Add 5%

___________________________________________________________________________________________________Page no. 324 of 477



.

.

PWD UTTARAKHAND




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



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



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 5%


Rate per Rmt

Say Rs. Per Rmt


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt


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



Resource Rate

31st m 97,905.11

32nd m 1,07,695.62

33rd m 1,18,465.18

___________________________________________________________________________________________________Page no. 325 of 477



.

.

PWD UTTARAKHAND




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



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



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


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


Resource Rate

Rate as Above


Cost For 1 Rmt

Rate per Rmt



Resource Rate

Labour

Mate

Diver


Sinking helper


Sinker

Machine





of Machine

Total Resource Cost

Cost For 1 Rmt

Resource Rate

Average Rate

Add 5%

Add 20%


Rate per Rmt

Say Rs. Per Rmt

___________________________________________________________________________________________________Page no. 326 of 477



.

.

PWD UTTARAKHAND


42,201.30

12-16-D

12-16-D-1

Unit = Rmt



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



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


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


Resource Rate

Rate as Above


Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Sandy soil

Blaster

Rock Hole Driller

Mate



Machine





of Machine & Labour

Material




Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Say Rs. Per Rmt



Resource Rate

Labour



___________________________________________________________________________________________________Page no. 327 of 477



.

.

PWD UTTARAKHAND


12-17-A-1

Unit = Rmt

Taking output = 0.50 Rmt Rate of sinking = 0.15 m per hour.


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



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



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



Labour Cess @1% 18,320.91 x 1 % 183.21

18,504.12

37,008.25


Sinker

Machine



of Machine

Total Resource Cost

Cost For 0.5 Rmt

Rate per Rmt

Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 0.5 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Labour

Mate


Sinking helper


Resource Rate

Labour

Mate


___________________________________________________________________________________________________Page no. 328 of 477



.

.

PWD UTTARAKHAND


37,008.20

12-17-A-3

Unit = Rmt



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



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



Rate per Rmt

Say Rs. Per Rmt


Rate per Rmt

Say Rs. Per Rmt



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



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



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Unit = Rmt



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



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



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


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt



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



Rate per Rmt

Say Rs. Per Rmt

Add 20%


Rate per Rmt

Say Rs. Per Rmt



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



.

.

PWD UTTARAKHAND




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



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



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



Labour Cess @1% 29,446.33 x 1 % 294.46

29,740.79

59,481.59


Sinker

Machine





of Machine

Total Resource Cost

Cost For 0.5 Rmt

Rate per Rmt

Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 0.5 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Labour

Mate


Sinking helper

Resource Rate

Labour

Mate


___________________________________________________________________________________________________Page no. 331 of 477



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59,481.60

12-17-B-3

12-17-B-3-A

Unit = Rmt



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



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



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


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt



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


Say Rs. Per Rmt



Resource Rate

11th m 59,481.60

12th m 62,455.68

___________________________________________________________________________________________________Page no. 332 of 477



.

.

PWD UTTARAKHAND


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



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



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




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%


Rate per Rmt


Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%

30th m 1,85,759.83



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 25%


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



.

.

PWD UTTARAKHAND


1,93,397.30

12-17-B-5

12-17-B-5-A

Unit = Rmt



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



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



12-17-B-5-A 3,50,083.10

350083.10 x 5% 17,504.16

3,67,587.26

3,67,587.26


Rate per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt


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



Rate per Rmt

Say Rs. Per Rmt

Say Rs. Per Rmt



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



.

.

PWD UTTARAKHAND


3,67,587.30

12-17-B-5-D

Unit = Rmt




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



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



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


Resource Rate

Labour

Mate

Diver


Sinking helper


Sinker

Machine





of Machine

Total Resource Cost

Cost For 0.5 Rmt

Rate per Rmt

Say Rs. Per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%

Add 20%


Rate per Rmt

Say Rs. Per Rmt



___________________________________________________________________________________________________Page no. 335 of 477



.

.

PWD UTTARAKHAND



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



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



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


12-17-D-1 1,18,955.30

118955.30 x 5% 5,947.77

1,24,903.07

Rate as Above


Cost For 1 Rmt

Mate



Machine





of Machine & Labour

Material




Total Resource Cost

Cost For 0.5 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Resource Rate

Rate as Above


Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Blaster

Rock Hole Driller

___________________________________________________________________________________________________Page no. 336 of 477



.

.

PWD UTTARAKHAND


1,24,903.07

1,24,903.10

12-18

12-18-A

12-18-A-1

Unit = Rmt



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



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



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



of Machine

Total Resource Cost

Cost For 0.25 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine

Rate per Rmt

Say Rs. Per Rmt

Sandy soil


Resource Rate

Labour

Mate


Sinking helper


Sinker





___________________________________________________________________________________________________Page no. 337 of 477



.

.

PWD UTTARAKHAND


18543.53 x 10% 1,854.35

23,946.16



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



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



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



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



Rate per Rmt

Say Rs. Per Rmt


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



.

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PWD UTTARAKHAND


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



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



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



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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate


Rate per Rmt

Say Rs. Per Rmt



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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%

___________________________________________________________________________________________________Page no. 339 of 477



.

.

PWD UTTARAKHAND


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



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



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



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




Machine



of Machine

Total Resource Cost

Cost For 0.25 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine

Add 20%


Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Mate


Sinking helper


Sinker

___________________________________________________________________________________________________Page no. 340 of 477



.

.

PWD UTTARAKHAND


25589.67 x 10% 2,558.97

32,938.25



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



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



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


Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt



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




of Machine

Total Resource Cost

Cost For 0.25 Rmt

Rate per Rmt

Say Rs. Per Rmt



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



.

.

PWD UTTARAKHAND


Unit = Rmt



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



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



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%


Rate per Rmt

Say Rs. Per Rmt




Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 25%


Rate per Rmt

Say Rs. Per Rmt


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



.

.

PWD UTTARAKHAND





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



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



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%


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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Rate per Rmt

Say Rs. Per Rmt



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%


___________________________________________________________________________________________________Page no. 343 of 477



.

.

PWD UTTARAKHAND


12-18-B-5-C

Unit = Rmt



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




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



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


Sinker

Machine





of Machine

Total Resource Cost

Average Rate

Add 5%

Add 20%


Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Mate

Diver



Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

___________________________________________________________________________________________________Page no. 344 of 477



.

.

PWD UTTARAKHAND




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


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



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



Labour Cess @1% 68,195.50 x 1 % 681.96

68,877.46

Material




Total Resource Cost

Cost For 0.25 Rmt

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Blaster

Rock Hole Driller

Mate



Machine





of Machine

Cost For 0.25 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Rate as Above


___________________________________________________________________________________________________Page no. 345 of 477



.

.

PWD UTTARAKHAND


2,75,509.82

2,75,509.80

12-18-D-2

Unit = Rmt


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



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



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


Sandy soil


Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Rate as Above


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



.

.

PWD UTTARAKHAND




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



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



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



Rate per Rmt

Say Rs. Per Rmt



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


Sinking helper


Sinker

Machine



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



.

.

PWD UTTARAKHAND




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



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



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


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt



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


Resource Rate

21st m 40,526.57

22nd m 43,566.07

___________________________________________________________________________________________________Page no. 348 of 477



.

.

PWD UTTARAKHAND


14,64,317.82

1,46,431.78

1,46,431.78

1,46,431.80

12-19-A-5-B

Unit = Rmt



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



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



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




Resource Rate

Clayey soil (Twin D Type well)


Resource Rate

Labour

Mate


Sinking helper


Sinker

Machine



of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt



Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt

___________________________________________________________________________________________________Page no. 349 of 477



.

.

PWD UTTARAKHAND


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



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



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



Rate per Rmt

Say Rs. Per Rmt




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


Sinking helper


Sinker

Machine





of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

___________________________________________________________________________________________________Page no. 350 of 477



.

.

PWD UTTARAKHAND




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



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



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%


Rate per Rmt

Say Rs. Per Rmt


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



Rate per Rmt

Say Rs. Per Rmt


Resource Rate


Rate per Rmt

Say Rs. Per Rmt



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



.

.

PWD UTTARAKHAND




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




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



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



Rate per Rmt

Say Rs. Per Rmt


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


Resource Rate

Average Rate

Add 5%

Add 25%


Rate per Rmt

Say Rs. Per Rmt



Resource Rate

31st m 1,08,569.60

Resource Rate

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt

___________________________________________________________________________________________________Page no. 352 of 477



.

.

PWD UTTARAKHAND


Unit = Rmt



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



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




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



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)


Resource Rate

Labour

Mate

Diver


Sinking helper

Average Rate

Add 5%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Average Rate

Add 5%

Add 20%


Resource Rate

Average Rate

Add 20%


Rate per Rmt

Say Rs. Per Rmt


Resource Rate

___________________________________________________________________________________________________Page no. 353 of 477



.

.

PWD UTTARAKHAND


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



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


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



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



Machine





of Machine

Total Resource Cost

Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt


Resource Rate

Rate as Above


Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Hard rock (Twin D Type well)


Resource Rate


Sinker

Machine





of Machine

___________________________________________________________________________________________________Page no. 354 of 477



.

.

PWD UTTARAKHAND


PM0081 Kg 10.00 93.00 / Kg. 930.00

PM0223 No. 40.00 851.00 / 100 Nos 340.40

48,272.86



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


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



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)


Resource Rate

Rate as Above


Cost For 1 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Blaster

Rock Hole Driller

Mate


Material




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



.

.

PWD UTTARAKHAND


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



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.


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


Material




Total Resource Cost

Cost For 5 Cum

Rate per Cum

Say Rs. Per Cum

Para medical personnel

Diver


Boat to carry atleast 20 persons


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



.

.

PWD UTTARAKHAND


12-21

Unit = Cum



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



Labour Cess @1% 2,308.61 x 1 % 23.09

2,331.70

2,331.70

2,331.70

12-22

Unit = Tonne



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



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



Material

Sand (Fine)

Total Resource Cost

Cost For 1 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour


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


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



.

.

PWD UTTARAKHAND


88,975.32

88,975.32

88,975.30

12-23

Unit = Rmt



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.



Labour Cess @1% 75,563.66 x 1 % 755.64

1,38,631.37

9,242.09

9,242.10

12-24

Unit = Rmt



PL14 day 0.160 444.00 / Day 71.04

PL15 day 4.000 420.00 / Day 1,680.00

Mate


Machine

Material

Bentonite

Total Resource Cost

Cost For 15 Rmt

Rate per Rmt

Say Rs. Per Rmt

Machine


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


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)




___________________________________________________________________________________________________Page no. 358 of 477



.

.

PWD UTTARAKHAND


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




Labour Cess @1% 79,260.01 x 1 % 792.60

1,53,942.30

15,394.23

15,394.20

12-25

Unit = Rmt



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




Labour Cess @1% 81,994.40 x 1 % 819.94

Labour

Mate


Machine





Material

Bentonite

Total Resource Cost

Sub-Item

PCC Grade M35





Material

Bentonite

Total Resource Cost

Sub-Item

PCC Grade M35

Cost For 10 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate




___________________________________________________________________________________________________Page no. 359 of 477



.

.

PWD UTTARAKHAND


1,78,541.51

19,837.95

19,837.90

12-26

Note:-

Unit = Rmt



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



Labour Cess @1% 70,994.91 x 1 % 709.95

2,37,933.14

5,948.33

5,948.30

12-27

Labour

Mate


Machine

Piling rig Including double acting pile

driving hammer (Hydraulic rig)


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


___________________________________________________________________________________________________Page no. 360 of 477



.

.

PWD UTTARAKHAND


Note:-

Unit = Rmt



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



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













Resource Rate

Labour

Mate


Machine




Material


M.S. Clamps



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


___________________________________________________________________________________________________Page no. 361 of 477



.

.

PWD UTTARAKHAND




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



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



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



Resource Rate

Labour

Mate


Machine

Hire and running charges of vibrating

pile driving hammer complete with

power unit and accessories.

Resource Rate

Labour

Mate


Machine




Material


M.S. Clamps



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



.

.

PWD UTTARAKHAND


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



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



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



Add 1% for carriage of piles from casting yard to work site

and stacking, and other imponderables during installation.



Resource Rate

Labour

Mate


Machine




Crane 40 T capacity

Material


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







___________________________________________________________________________________________________Page no. 363 of 477



.

.

PWD UTTARAKHAND


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



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



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


Say Rs. Per Rmt

Total Resource Cost

Sub-Item

RCC Grade M35

Cost For 50 Rmt

Rate per Rmt







Resource Rate

Labour

Mate


Machine




Crane (a) 80 tonnes

Material





Total Resource Cost

Sub-Item

RCC Grade M35



___________________________________________________________________________________________________Page no. 364 of 477



.

.

PWD UTTARAKHAND



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



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



Labour Cess @1% 59,423.85 x 1 % 594.24

1,09,719.68

1,828.66

1,828.70


per drawing and & Technical Specification (Size of pile - 300 mm x 300 mm)

Cost For 40 Rmt

Rate per Rmt

Say Rs. Per Rmt



Resource Rate

Labour

Mate


Machine





Material





Total Resource Cost

Sub-Item

RCC Grade M35



Cost For 60 Rmt

Rate per Rmt

Say Rs. Per Rmt

___________________________________________________________________________________________________Page no. 365 of 477



.

.

PWD UTTARAKHAND


12-33

Note:-

Unit = Rmt



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



Labour Cess @1% 54,348.69 x 1 % 543.49

1,69,942.18

3,398.84

3,398.80

12-34

Note:-







Resource Rate

Labour

Mate


Machine





tonne capacity.

Material





Total Resource Cost

Sub-Item

RCC Grade M35



Cost For 50 Rmt

Rate per Rmt

Say Rs. Per Rmt



___________________________________________________________________________________________________Page no. 366 of 477



.

.

PWD UTTARAKHAND


Unit = Rmt



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



Labour Cess @1% 55,679.64 x 1 % 556.80

2,63,326.44

6,583.16

6,583.20

12-35

Unit = Rmt



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


Machine





tonne capacity.

Material





Total Resource Cost

Sub-Item

RCC Grade M35



Cost For 40 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate

Labour

Mate


Machine

___________________________________________________________________________________________________Page no. 367 of 477



.

.

PWD UTTARAKHAND


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



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



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


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) )


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


Resource Rate

Labour

Mate


Machine





Material


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




___________________________________________________________________________________________________Page no. 368 of 477



.

.

PWD UTTARAKHAND



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



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



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


Initial and routine load test

Lateral load test

RCC Grade M20


Resource Rate

Labour

Mate

Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost



Cost For 15 Cum

Rate per Cum

___________________________________________________________________________________________________Page no. 369 of 477



.

.

PWD UTTARAKHAND


8,927.70

12-38-A-2

Unit = Cum



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



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



Total Resource Cost



RCC Grade M25


Resource Rate

Labour

Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Say Rs. Per Cum


Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity




Generator 100 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

___________________________________________________________________________________________________Page no. 370 of 477



.

.

PWD UTTARAKHAND


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



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



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


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum


Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity





Material

___________________________________________________________________________________________________Page no. 371 of 477



.

.

PWD UTTARAKHAND


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



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



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



Labour Cess @1% 1,41,516.95 x 1 % 1,415.17

1,42,932.11

RCC Grade M30


Resource Rate

Labour

Mason 1st class

Mate


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost



Cost For 15 Cum


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 372 of 477



.

.

PWD UTTARAKHAND


9,528.81

9,528.80

12-38-C-2

Unit = Cum



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



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



Rate per Cum

Say Rs. Per Cum


Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity




Generator 100 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

RCC Grade M35


Resource Rate

___________________________________________________________________________________________________Page no. 373 of 477



.

.

PWD UTTARAKHAND


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



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



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


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum


Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity





Material

___________________________________________________________________________________________________Page no. 374 of 477



.

.

PWD UTTARAKHAND


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



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



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



Labour Cess @1% 1,00,374.45 x 1 % 1,003.74


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost



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


Machine


nominal size

Material


nominal size


nominal size

Cement

Sand (Coarse)

Total Resource Cost


Generator 33 KVA

___________________________________________________________________________________________________Page no. 375 of 477



.

.

PWD UTTARAKHAND


1,01,378.19

6,758.55

6,758.50

12-40

Unit = Tonne



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



Labour Cess @1% 77,321.30 x 1 % 773.21

78,094.51

78,094.51

78,094.50

12-41

Unit = Tonne



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



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


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


Mate


Material

Binding wire


Fe 415

Total Resource Cost

Cost For 1 Tonne

Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Labour


Mate


___________________________________________________________________________________________________Page no. 376 of 477



.

.

PWD UTTARAKHAND


59,476.56

59,476.60

Rate per Tonne

Say Rs. Per Tonne

___________________________________________________________________________________________________Page no. 377 of 477



.

.

PWD UTTARAKHAND


Chapter 13 - SUB-STRUCTURE (Items for Bridges, Additional Overhead must be Added as per Note in Index Page)

13-1

Unit = Cum



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



Labour Cess @1% 7,212.18 x 1 % 72.12

8,966.08

8,966.08

8,966.10

13-2

Unit = Sqm



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



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


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


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


13-3

Unit = Sqm



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



Labour Cess @1% 615.37 x 1 % 6.15

1,630.59

163.06

163.10

13-4

13-4-A

Unit = Cum



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




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


Resource Rate

Labour

Mate

Mason 1st class


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


Material


mm)

Total Resource Cost

Sub-Item

Cement Mortar 1:3

Cost For 1 Cum

Rate per Cum

___________________________________________________________________________________________________Page no. 379 of 477



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.

PWD UTTARAKHAND


4,806.90

13-4-B

Unit = Cum



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




Labour Cess @1% 4,037.65 x 1 % 40.38

6,180.25

6,180.25

6,180.20

13-4-C

Unit = Cum



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


Material


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


Material


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



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PWD UTTARAKHAND





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



12-8-A 86,084.43

86,084.43 x 10% 8,608.44



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



12-8-B 98,948.72

98,948.72 x 10% 9,894.87



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


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


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


Height upto 5m

Resource

___________________________________________________________________________________________________Page no. 381 of 477



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.

PWD UTTARAKHAND


13-5-C

13-5-C-P

13-5-C-P-1

Unit = Cum



12-8-D-1 1,05,183.76

1,05,183.76 x 10% 10,518.38



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



12-8-D-2 8,08,310.63

8,08,310.63 x 10% 80,831.06



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



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



Labour Cess @1% 1,39,814.46 x 1 % 1,398.14

1,41,212.61

9,414.17


Height 5m to 10m


Resource Rate



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


Add 2 per cent for Extra Lift

Cost For 15 Cum

Rate per Cum


Resource

PCC Grade M25

Height upto 5m




___________________________________________________________________________________________________Page no. 382 of 477



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.

PWD UTTARAKHAND


9,414.20

13-5-C-Q-2

Unit = Cum



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



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



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



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



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



Labour Cess @1% 11,21,563.33 x 1 % 11,215.63

11,32,778.96


Height above 10m



Say Rs. Per Cum

Resource Rate




Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate




Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Rate




Resource

Cost For 120 Cum

___________________________________________________________________________________________________Page no. 383 of 477



.

.

PWD UTTARAKHAND


9,439.82

9,439.80

13-5-D

13-5-D-P

13-5-D-P-1

Unit = Cum



12-8-F-1 1,05,859.85

1,05,859.85 x 10% 10,585.98



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



12-8-F-2 8,13,193.49

8,13,193.49 x 10% 81,319.35



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



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



Labour Cess @1% 1,40,713.14 x 1 % 1,407.13

PCC Grade M30


Height 5m to 10m


Resource Rate



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate



Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate




Rate per Cum

Say Rs. Per Cum

Height upto 5m


___________________________________________________________________________________________________Page no. 384 of 477



.

.

PWD UTTARAKHAND


1,42,120.28

9,474.69

9,474.70

13-5-D-Q-2

Unit = Cum



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



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



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



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



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



Resource

Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate




Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Rate






Height above 10m


Resource

Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Rate




___________________________________________________________________________________________________Page no. 385 of 477



.

.

PWD UTTARAKHAND


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



12-8-C-1 1,09,578.01

1,09,578.01 x 10% 10,957.80



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



12-8-C-2 8,43,089.04

8,43,089.04 x 10% 84,308.90



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



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


Resource

Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Height upto 5m



Height 5m to 10m


Resource Rate



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




RCC Grade M20

___________________________________________________________________________________________________Page no. 386 of 477



.

.

PWD UTTARAKHAND



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



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



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



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



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



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 For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate




Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate




Resource

Height above 10m




Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Rate

___________________________________________________________________________________________________Page no. 387 of 477



.

.

PWD UTTARAKHAND




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



12-8-E-1 1,15,888.17

1,15,888.17 x 10% 11,588.82



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



12-8-E-2 8,93,570.28

8,93,570.28 x 10% 89,357.03



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



12-8-E-1 1,15,888.17

1,15,888.17 x 11.80% 13,674.80



Resource Rate



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate



Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate


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


___________________________________________________________________________________________________Page no. 388 of 477



.

.

PWD UTTARAKHAND


1,15,888.17 x 1.80% 2,085.99



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



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



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



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



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



12-8-E-2 8,93,570.28


Height above 10m



Add 1.80 per cent for Extra Lift

Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Rate




Cost For 120 Cum

Rate per Cum

Resource Rate




Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Rate


Resource

Say Rs. Per Cum

Resource

___________________________________________________________________________________________________Page no. 389 of 477



.

.

PWD UTTARAKHAND


8,93,570.28 x 15% 1,34,035.54

8,93,570.28 x 4% 35,742.81



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



12-8-G-1 1,16,263.77

1,16,263.77 x 10% 11,626.38



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



12-8-G-2 8,96,725.36

8,96,725.36 x 10% 89,672.54



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



Resource Rate



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum



Height 5m to 10m


Resource Rate



Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

RCC Grade M30

Height upto 5m



Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 390 of 477



.

.

PWD UTTARAKHAND


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



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



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



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



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



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


Resource Rate




Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum


Height above 10m




Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum



Resource Rate




Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 391 of 477



.

.

PWD UTTARAKHAND



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



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



12-8-H-1 1,17,991.55

1,17,991.55 x 10% 11,799.16



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



12-8-H-2 9,10,547.61

9,10,547.61 x 10% 91,054.76



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



Height 5m to 10m


Resource Rate




Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate



Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate



Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum

RCC Grade M35

Height upto 5m

___________________________________________________________________________________________________Page no. 392 of 477



.

.

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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



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



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



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



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



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



Resource Rate


Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum



Resource Rate




Cost For 120 Cum

Rate per Cum

Say Rs. Per Cum


Resource Rate




Cost For 15 Cum

Rate per Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 393 of 477



.

.

PWD UTTARAKHAND


Unit = Cum



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



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



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



Labour Cess @1% 77,535.10 x 1 % 775.35

78,310.45

78,310.45

78,310.50

13-7

Unit = Tonne



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 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


Mate


Material

Binding wire


500/500D Total Resource Cost

Cost For 1 Tonne

Rate per Tonne

Say Rs. Per Tonne

Resource Rate

Labour


Mate


___________________________________________________________________________________________________Page no. 394 of 477



.

.

PWD UTTARAKHAND


PM0036 Kg 6.00 93.00 / Kg. 558.00

PM0128 Tonne 1.05 43500.09 / M.T. 45,675.09

49,567.41



Labour Cess @1% 57,795.61 x 1 % 577.96

58,373.56

58,373.56

58,373.60

13-8

Unit = No



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



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


Fe 415

Total Resource Cost

Cost For 1 Tonne

Rate per Tonne

Say Rs. Per Tonne

Resource Rate

Labour

Mason 1st class

Mate


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



.

.

PWD UTTARAKHAND


13-9

13-9-A

Unit = Cum



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



Labour Cess @1% 13,966.26 x 1 % 139.66

14,105.93

1,410.59

1,410.60

13-9-B

Unit = Cum



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



Labour Cess @1% 25,373.92 x 1 % 253.74

25,627.66

Resource Rate

Labour

Mate


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


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



.

.

PWD UTTARAKHAND


2,562.77

2,562.80

13-10

Unit = Cum



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



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


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


Machine

Water Tanker

Material

Filter media

Total Resource Cost

Cost For 10 Cum

Rate per Cum

Say Rs. Per Cum


Resource Rate

Labour

Mate



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



.

.

PWD UTTARAKHAND


PM0205 No. 1.00 #N/A / Nos.

0.00 x 1%

701.64



Labour Cess @1% 818.11 x 1 % 8.18

826.29

3.31

3.30

13-12




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



Labour Cess @1% 818.11 x 1 % 8.18

826.29

3.31

3.30

Resource Rate

Labour

Mate



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




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



.

.

PWD UTTARAKHAND


13-13




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



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.


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



Material

Resource Rate

Labour

Mate



Material

Bearing (PTFE sliding plate bearing

assembly of 80 tonnes )

Add 1 per cent for foundation

anchorage bolts and consumables.

Total Resource Cost




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



.

.

PWD UTTARAKHAND


PM0206 No. 1.00 #N/A / Nos.

0.00 x 1%

701.64



Labour Cess @1% 818.11 x 1 % 8.18

826.29

0.04

0.04

13-15




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



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,)



Total Resource Cost

Cost For 19200 Cu.Cm

Rate per Cu.Cm

Say Rs. Per Cu.Cm

Resource Rate

Labour

Mate



Material

Bearing (Supply of sliding plate bearing

of 80 tonne)



Total Resource Cost




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



.

.

PWD UTTARAKHAND


13-16




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



Labour Cess @1% 1,073.33 x 1 % 10.73

1,084.06

4.34

4.30

Total Resource Cost




Resource Rate

Labour

Mate



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


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



.

.

PWD UTTARAKHAND


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



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


14-1-A-1 7,260.13

20 7,260.13 x 20% 1,452.03



Labour Cess @1% 10,158.37 x 1 % 101.58

10,259.96

10,260.00

14-1-A-1-1-Q

Unit = Cum


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


For solid slab super-structure

Height upto 5m

Height 5m to 10m

Resource Rate

Labour

Mason 1st class

Mate


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)

Basic Cost of Labour, Material & Machinery for 15 cum


Resource Rate


Add 20% for Formwork and staging

Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



___________________________________________________________________________________________________Page no. 402 of 477



.

.

PWD UTTARAKHAND




Labour Cess @1% 10,581.64 x 1 % 105.82

10,687.45

10,687.50

14-1-A-1-1-R

Unit = Cum


14-1-A-1 7,260.13

30 7,260.13 x 30% 2,178.04



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


14-1-A-1 7,260.13

25 7,260.13 x 25% 1,815.03



Labour Cess @1% 10,581.64 x 1 % 105.82

10,687.45

10,687.50

14-1-A-1-2-Q

Unit = Cum


14-1-A-1 7,260.13

30 7,260.13 x 30% 2,178.04



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


Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



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


___________________________________________________________________________________________________Page no. 403 of 477



.

.

PWD UTTARAKHAND



14-1-A-1 7,260.13

35 7,260.13 x 35% 2,541.04



Labour Cess @1% 11,428.17 x 1 % 114.28

11,542.45

11,542.40

14-1-A-2

Unit = Cum



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


14-1-A-2 6,979.42

20 6,979.42 x 20% 1,395.88



Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity




Generator 100 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)



Height upto 5m

Resource Rate



___________________________________________________________________________________________________Page no. 404 of 477



.

.

PWD UTTARAKHAND




Labour Cess @1% 9,765.60 x 1 % 97.66

9,863.26

9,863.30

14-1-A-2-1-Q

Unit = Cum


14-1-A-2 6,979.42

25 6,979.42 x 25% 1,744.85



Labour Cess @1% 10,172.50 x 1 % 101.73

10,274.23

10,274.20

14-1-A-2-1-R

Unit = Cum


14-1-A-2 6,979.42

30 6,979.42 x 30% 2,093.83



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


14-1-A-2 6,979.42

25 6,979.42 x 25% 1,744.85



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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 405 of 477



.

.

PWD UTTARAKHAND



14-1-A-2 6,979.42

30 6,979.42 x 30% 2,093.83



Labour Cess @1% 10,579.40 x 1 % 105.79

10,685.19

10,685.20

14-1-A-2-2-P

Unit = Cum


14-1-A-2 6,979.42

35 6,979.42 x 35% 2,442.80



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



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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)



Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

RCC Grade M25


___________________________________________________________________________________________________Page no. 406 of 477



.

.

PWD UTTARAKHAND


14-1-B-1-1

14-1-B-1-1-P

Unit = Cum


14-1-B-1 7,695.83

20 7,695.83 x 20% 1,539.17



Labour Cess @1% 10,768.00 x 1 % 107.68

10,875.68

10,875.70

14-1-B-1-1-Q

Unit = Cum


14-1-B-1 7,695.83

25 7,695.83 x 25% 1,923.96



Labour Cess @1% 11,216.67 x 1 % 112.17

11,328.84

11,328.80

14-1-B-1-1-R

Unit = Cum


14-1-B-1 7,695.83

30 7,695.83 x 30% 2,308.75



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


14-1-B-1 7,695.83

25 7,695.83 x 25% 1,923.96



Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate




Height upto 5m

Height 5m to 10m

Height above 10m

For T-beam & slab

Height upto 5m

___________________________________________________________________________________________________Page no. 407 of 477



.

.

PWD UTTARAKHAND


Labour Cess @1% 11,216.67 x 1 % 112.17

11,328.84

11,328.80

14-1-B-1-2-Q

Unit = Cum


14-1-B-1 7,695.83

30 7,695.83 x 30% 2,308.75



Labour Cess @1% 11,665.34 x 1 % 116.65

11,781.99

11,782.00

14-1-B-1-2-R

Unit = Cum


14-1-B-1 7,695.83

35 7,695.83 x 35% 2,693.54



Labour Cess @1% 12,114.01 x 1 % 121.14

12,235.15

12,235.10

14-1-B-2

Unit = Cum



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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity




Height 5m to 10m

Height above 10m


___________________________________________________________________________________________________Page no. 408 of 477



.

.

PWD UTTARAKHAND


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


14-1-B-2 7,422.24

20 7,422.24 x 20% 1,484.45



Labour Cess @1% 10,385.19 x 1 % 103.85

10,489.04

10,489.00

14-1-B-2-1-Q

Unit = Cum


14-1-B-2 7,422.24

25 7,422.24 x 25% 1,855.56



Labour Cess @1% 10,817.91 x 1 % 108.18

10,926.09

10,926.10

14-1-B-2-1-R

Unit = Cum


14-1-B-2 7,422.24

30 7,422.24 x 30% 2,226.67



Labour Cess @1% 11,250.63 x 1 % 112.51


Height upto 5m

Height 5m to 10m

Height above 10m

Generator 100 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)



Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



___________________________________________________________________________________________________Page no. 409 of 477



.

.

PWD UTTARAKHAND


11,363.13

11,363.10

14-1-B-2-2

14-1-B-2-2-P

Unit = Cum


14-1-B-2 7,422.24

25 7,422.24 x 25% 1,855.56



Labour Cess @1% 10,817.91 x 1 % 108.18

10,926.09

10,926.10

14-1-B-2-2-Q

Unit = Cum


14-1-B-2 7,422.24

30 7,422.24 x 30% 2,226.67



Labour Cess @1% 11,250.63 x 1 % 112.51

11,363.13

11,363.10

14-1-B-2-2-R

Unit = Cum


14-1-B-2 7,422.24

35 7,422.24 x 35% 2,597.78



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



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



Cost For 1 Cum

Say Rs. Per Cum

Height above 10m

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum


Resource Rate

___________________________________________________________________________________________________Page no. 410 of 477



.

.

PWD UTTARAKHAND


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


14-1-C-1 7,780.10

20 7,780.10 x 20% 1,556.02



Labour Cess @1% 10,885.92 x 1 % 108.86

10,994.78

10,994.80

14-1-C-1-1-Q

Unit = Cum


14-1-C-1 7,780.10

25 7,780.10 x 25% 1,945.03



Labour Cess @1% 11,339.50 x 1 % 113.39

11,452.89

11,452.90

14-1-C-1-1-R

Unit = Cum


Height upto 5m

Height 5m to 10m

Height above 10m

Labour

Mason 1st class

Mate


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)



Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 411 of 477



.

.

PWD UTTARAKHAND



14-1-C-1 7,780.10

30 7,780.10 x 30% 2,334.03



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


14-1-C-1 7,780.10

25 7,780.10 x 25% 1,945.03



Labour Cess @1% 11,339.50 x 1 % 113.39

11,452.89

11,452.90

14-1-C-1-2-Q

Unit = Cum


14-1-C-1 7,780.10

30 7,780.10 x 30% 2,334.03



Labour Cess @1% 11,793.08 x 1 % 117.93

11,911.01

11,911.00

14-1-C-1-2-R

Unit = Cum


14-1-C-1 7,780.10

35 7,780.10 x 35% 2,723.04



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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 412 of 477



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14-1-C-2

Unit = Cum



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


14-1-C-2 7,483.94

20 7,483.94 x 20% 1,496.79



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.


Height upto 5m

Height 5m to 10m

Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity




Generator 100 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)



Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

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14-1-C-2 7,483.94

25 7,483.94 x 25% 1,870.98



Labour Cess @1% 10,907.84 x 1 % 109.08

11,016.92

11,016.90

14-1-C-2-1-R

Unit = Cum


14-1-C-2 7,483.94

30 7,483.94 x 30% 2,245.18



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


14-1-C-2 7,483.94

25 7,483.94 x 25% 1,870.98



Labour Cess @1% 10,907.84 x 1 % 109.08

11,016.92

11,016.90

14-1-C-2-2-Q

Unit = Cum


14-1-C-2 7,483.94

30 7,483.94 x 30% 2,245.18



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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 414 of 477



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PWD UTTARAKHAND


14-1-C-2-2-R

Unit = Cum


14-1-C-2 7,483.94

35 7,483.94 x 35% 2,619.38



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



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


14-1-D-1 7,895.29

18 7,895.29 x 18% 1,421.15



Height above 10m

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

RCC/ PSC Grade M35

Using concrete mixer.


Height upto 5m

Resource Rate

Labour

Mason 1st class

Mate


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)



Resource Rate



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PWD UTTARAKHAND


Labour Cess @1% 10,862.97 x 1 % 108.63

10,971.60

10,971.60

14-1-D-1-1-Q

Unit = Cum


14-1-D-1 7,895.29

23 7,895.29 x 23% 1,815.92



Labour Cess @1% 11,323.26 x 1 % 113.23

11,436.50

11,436.50

14-1-D-1-1-R

Unit = Cum


14-1-D-1 7,895.29

28 7,895.29 x 28% 2,210.68



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


14-1-D-1 7,895.29

23 7,895.29 x 23% 1,815.92



Labour Cess @1% 11,323.26 x 1 % 113.23

11,436.50

11,436.50

14-1-D-1-2-Q

Unit = Cum


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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate


___________________________________________________________________________________________________Page no. 416 of 477



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PWD UTTARAKHAND


28 7,895.29 x 28% 2,210.68



Labour Cess @1% 11,783.56 x 1 % 117.84

11,901.39

11,901.40

14-1-D-1-2-R

Unit = Cum


14-1-D-1 7,895.29

33 7,895.29 x 33% 2,605.44



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


14-1-D-1 7,895.29

38 7,895.29 x 38% 3,000.21



Labour Cess @1% 12,704.15 x 1 % 127.04

12,831.19

12,831.20

14-1-D-1-3-Q

Unit = Cum


14-1-D-1 7,895.29

48 7,895.29 x 48% 3,789.74



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


Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 417 of 477



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PWD UTTARAKHAND


Unit = Cum


14-1-D-1 7,895.29

58 7,895.29 x 58% 4,579.27



Labour Cess @1% 14,545.33 x 1 % 145.45

14,690.78

14,690.80

14-1-D-2

Unit = Cum



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


14-1-D-2 7,599.75



Height upto 5m

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity




Generator 100 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)



Resource Rate


___________________________________________________________________________________________________Page no. 418 of 477



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PWD UTTARAKHAND


18 7,599.75 x 18% 1,367.96



Labour Cess @1% 10,456.35 x 1 % 104.56

10,560.91

10,560.90

14-1-D-2-1-Q

Unit = Cum


14-1-D-2 7,599.75

23 7,599.75 x 23% 1,747.94



Labour Cess @1% 10,899.41 x 1 % 108.99

11,008.40

11,008.40

14-1-D-2-1-R

Unit = Cum


14-1-D-2 7,599.75

28 7,599.75 x 28% 2,127.93



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


14-1-D-2 7,599.75

23 7,599.75 x 23% 1,747.94



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


Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 419 of 477



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PWD UTTARAKHAND


Unit = Cum


14-1-D-2 7,599.75

28 7,599.75 x 28% 2,127.93



Labour Cess @1% 11,342.48 x 1 % 113.42

11,455.90

11,455.90

14-1-D-2-2-R

Unit = Cum


14-1-D-2 7,599.75

33 7,599.75 x 33% 2,507.92



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


14-1-D-2 7,599.75

38 7,599.75 x 38% 2,887.91



Labour Cess @1% 12,228.61 x 1 % 122.29

12,350.89

12,350.90

14-1-D-2-3-Q

Unit = Cum


14-1-D-2 7,599.75

48 7,599.75 x 48% 3,647.88



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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

___________________________________________________________________________________________________Page no. 420 of 477



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PWD UTTARAKHAND


13,245.90

14-1-D-2-3-R

Unit = Cum


14-1-D-2 7,599.75

58 7,599.75 x 58% 4,407.86



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



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


14-1-E-1 8,092.88

Height above 10m

PSC Grade M-40

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Using concrete mixer.


Height upto 5m

Resource Rate

Labour

Mason 1st class

Mate


Machine


Generator 33 KVA

Material


nominal size


nominal size

Cement

Sand (Coarse)




as per 9103-1999

Resource Rate


___________________________________________________________________________________________________Page no. 421 of 477



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PWD UTTARAKHAND


20 8,092.88 x 20% 1,618.58



Labour Cess @1% 11,323.56 x 1 % 113.24

11,436.79

11,436.80

14-1-E-1-1-Q

Unit = Cum


14-1-E-1 8,092.88

25 8,092.88 x 25% 2,023.22



Labour Cess @1% 11,795.37 x 1 % 117.95

11,913.33

11,913.30

14-1-E-1-1-R

Unit = Cum


14-1-E-1 8,092.88

30 8,092.88 x 30% 2,427.86



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


14-1-E-1 8,092.88

25 8,092.88 x 25% 2,023.22



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


Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 422 of 477



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PWD UTTARAKHAND


Unit = Cum


14-1-E-1 8,092.88

30 8,092.88 x 30% 2,427.86



Labour Cess @1% 12,267.19 x 1 % 122.67

12,389.86

12,389.90

14-1-E-1-2-R

Unit = Cum


14-1-E-1 8,092.88

35 8,092.88 x 35% 2,832.51



Labour Cess @1% 12,739.00 x 1 % 127.39

12,866.39

12,866.40

14-1-E-2

Unit = Cum



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


Mason 1st class

Mate


Machine



capacity




Generator 100 KVA

Material


nominal size

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate

Labour

___________________________________________________________________________________________________Page no. 423 of 477



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PWD UTTARAKHAND


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


14-1-E-2 7,745.58

18 7,745.58 x 18% 1,394.21



Labour Cess @1% 10,656.99 x 1 % 106.57

10,763.56

10,763.60

14-1-E-2-1-Q

Unit = Cum


14-1-E-2 7,745.58

23 7,745.58 x 23% 1,781.48



Labour Cess @1% 11,108.56 x 1 % 111.09

11,219.65

11,219.60

14-1-E-2-1-R

Unit = Cum


14-1-E-2 7,745.58

28 7,745.58 x 28% 2,168.76



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


nominal size

Cement

Sand (Coarse)




as per 9103-1999

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 424 of 477



.

.

PWD UTTARAKHAND


14-1-E-2-2

14-1-E-2-2-P

Unit = Cum


14-1-E-2 7,745.58

23 7,745.58 x 23% 1,781.48



Labour Cess @1% 11,108.56 x 1 % 111.09

11,219.65

11,219.60

14-1-E-2-2-Q

Unit = Cum


14-1-E-2 7,745.58

28 7,745.58 x 28% 2,168.76



Labour Cess @1% 11,560.13 x 1 % 115.60

11,675.73

11,675.70

14-1-E-2-2-R

Unit = Cum


14-1-E-2 7,745.58

33 7,745.58 x 33% 2,556.04



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


14-1-E-2 7,745.58

38 7,745.58 x 38% 2,943.32


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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



___________________________________________________________________________________________________Page no. 425 of 477



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PWD UTTARAKHAND



Labour Cess @1% 12,463.26 x 1 % 124.63

12,587.90

12,587.90

14-1-E-2-3-Q

Unit = Cum


14-1-E-2 7,745.58

48 7,745.58 x 48% 3,717.88



Labour Cess @1% 13,366.40 x 1 % 133.66

13,500.06

13,500.10

14-1-E-2-3-R

Unit = Cum


14-1-E-2 7,745.58

58 7,745.58 x 58% 4,492.44



Labour Cess @1% 14,269.53 x 1 % 142.70

14,412.23

14,412.20

14-1-F

Unit = Cum



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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity



___________________________________________________________________________________________________Page no. 426 of 477



.

.

PWD UTTARAKHAND


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


14-1-F 8,015.65

16 8,015.65 x 16% 1,282.50



Labour Cess @1% 10,841.64 x 1 % 108.42

10,950.06

10,950.10

14-1-F-1-Q

Unit = Cum


14-1-F 8,015.65

21 8,015.65 x 21% 1,683.29



Labour Cess @1% 11,308.96 x 1 % 113.09

11,422.04

11,422.00

14-1-F-1-R

Unit = Cum


14-1-F 8,015.65

For solid slab/voided slab super-structure

Height upto 5m

Height 5m to 10m

Height above 10m


Generator 100 KVA

Material


nominal size


nominal size


as per 9103-1999

Cement

Sand (Coarse)



Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate


___________________________________________________________________________________________________Page no. 427 of 477



.

.

PWD UTTARAKHAND


26 8,015.65 x 26% 2,084.07



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


14-1-F 8,015.65

21 8,015.65 x 21% 1,683.29



Labour Cess @1% 11,308.96 x 1 % 113.09

11,422.04

11,422.00

14-1-F-2-Q

Unit = Cum


14-1-F 8,015.65

26 8,015.65 x 26% 2,084.07



Labour Cess @1% 11,776.27 x 1 % 117.76

11,894.03

11,894.00

14-1-F-2-R

Unit = Cum


14-1-F 8,015.65

31 8,015.65 x 31% 2,484.85



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


Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

___________________________________________________________________________________________________Page no. 428 of 477



.

.

PWD UTTARAKHAND


14-1-F-3

14-1-F-3-P

Unit = Cum


14-1-F 8,015.65

36 8,015.65 x 36% 2,885.63



Labour Cess @1% 12,710.89 x 1 % 127.11

12,838.00

12,838.00

14-1-F-3-Q

Unit = Cum


14-1-F 8,015.65

46 8,015.65 x 46% 3,687.20



Labour Cess @1% 13,645.52 x 1 % 136.46

13,781.97

13,782.00

14-1-F-3-R

Unit = Cum


14-1-F 8,015.65

56 8,015.65 x 56% 4,488.76



Labour Cess @1% 14,580.14 x 1 % 145.80

14,725.94

14,725.90

14-1-G

Unit = Cum



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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate

___________________________________________________________________________________________________Page no. 429 of 477



.

.

PWD UTTARAKHAND


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


14-1-G 8,208.55

35 8,208.55 x 35% 2,872.99



Labour Cess @1% 12,921.08 x 1 % 129.21

13,050.29

13,050.30

14-1-G-1-Q

Unit = Cum


14-1-G 8,208.55

45 8,208.55 x 45% 3,693.85



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


Machine



capacity




Generator 100 KVA

Material


nominal size


nominal size


as per 9103-1999

Cement

Sand (Coarse)



Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



___________________________________________________________________________________________________Page no. 430 of 477



.

.

PWD UTTARAKHAND


14,016.98

14,017.00

14-1-G-1-R

Unit = Cum


14-1-G 8,208.55

55 8,208.55 x 55% 4,514.70



Labour Cess @1% 14,835.31 x 1 % 148.35

14,983.66

14,983.70

14-1-H

Unit = Cum



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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate

Labour

Mason 1st class

Mate


Machine



capacity




Generator 100 KVA

Material


nominal size


nominal size


as per 9103-1999

Cement

Sand (Coarse)



___________________________________________________________________________________________________Page no. 431 of 477



.

.

PWD UTTARAKHAND


14-1-H-1

14-1-H-1-P

Unit = Cum


14-1-H 8,510.76

35 8,510.76 x 35% 2,978.77



Labour Cess @1% 13,396.79 x 1 % 133.97

13,530.76

13,530.80

14-1-H-1-Q

Unit = Cum


14-1-H 8,510.76

45 8,510.76 x 45% 3,829.84



Labour Cess @1% 14,389.15 x 1 % 143.89

14,533.04

14,533.00

14-1-H-1-R

Unit = Cum


14-1-H 8,510.76

55 8,510.76 x 55% 4,680.92



Labour Cess @1% 15,381.50 x 1 % 153.82

15,535.32

15,535.30

14-2

Unit = Tonne



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



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate



Cost For 1 Cum

Say Rs. Per Cum

Resource Rate

Labour


___________________________________________________________________________________________________Page no. 432 of 477



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 79,237.93 x 1 % 792.38

80,030.30

80,030.30

80,030.30

14-3

Unit = Tonne



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


Material


500/500DBinding wire

Total Resource Cost

Cost For 1 Tonne

Rate per Tonne

Say Rs. Per Tonne

Resource Rate

Labour


Mate


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


iii) For grouting

Mason 1st class

Mate


___________________________________________________________________________________________________Page no. 433 of 477



.

.

PWD UTTARAKHAND


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



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



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



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.


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



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.

PWD UTTARAKHAND


15,238.80

14-5

Unit = 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)


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



Machine

Bitumen boiler oil fired 1000 litre


Mastic Cooker

Tractor


Material




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


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



.

.

PWD UTTARAKHAND


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



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



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


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



.

.

PWD UTTARAKHAND


Unit = Rmt



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



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



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,



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



.

.

PWD UTTARAKHAND


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



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


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




Material


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



Add 12 per cent of above cost for form

work for casting in casting yard.


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



.

.

PWD UTTARAKHAND


246588.74 x 1% 2,465.89

2,97,193.15



Labour Cess @1% 3,46,527.22 x 1 % 3,465.27

3,49,992.49

84.58

84.60

14-9

Unit = No.



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



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


material.

Total Resource Cost

Cost For 4138 Kg

Rate per Kg

Say Rs. Per Kg

Labour For fixing in position

Mate


Mason 1st class

Resource Rate

Labour For fabrication

Mate



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



.

.

PWD UTTARAKHAND


14-10

Unit = Cum


12-8-A 5,738.96



Labour Cess @1% 6,691.63 x 1 % 66.92

6,758.55

6,758.50

14-11

Note:-

Unit = Cum



12-8-G-2 Cum 1.000 7472.71 / Cum 7,472.71

7472.71 x 2% 149.45

7,622.17



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



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



.

.

PWD UTTARAKHAND


Note:-

14-13

Unit = Cum



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



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



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



Labour (iv) Concreting by Batching plant and stationary concrete pump

Mate



Labour (v) Steam curing and manual curing

Mate


Labour (vi) Handling of precast girder, stacking in stockyard and again loading in trailor

Mate


___________________________________________________________________________________________________Page no. 441 of 477



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 32,875.17 x 1 % 328.75

33,203.92

33,203.92

Material


nominal size

Labour (vii) Placement of girders in position over pier caps including placement of sand jacks, channel, levelling

etc.

Mate



Machine (i) At casting yard



capacity


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




500/500DSand (Coarse)

HTS strand

LDO for steam curing


as per 9103-1999

Cost of formwork, steam curing

arrangement, pretensioning

arrangement etc @ 5 per cent of cost



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



.

.

PWD UTTARAKHAND


33,203.90

14-14

Unit = Rmt



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



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



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


Fitter (grade 1)

Say Rs. Per Cum

Rate per Rmt

Say Rs. Per Rmt

Rate

Total Resource Cost

Resource

Labour

Mate


Painter (Ist class)

Material

Water based cement paint

___________________________________________________________________________________________________Page no. 443 of 477



.

.

PWD UTTARAKHAND




Labour Cess @1% 756.66 x 1 % 7.57

764.23

76.42

76.40

14-17

Note:-

Unit = Rmt



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



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



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



.

.

PWD UTTARAKHAND


Note:-

14-18-1

Unit = Rmt



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



Labour Cess @1% 21,341.02 x 1 % 213.41

21,554.43

1,796.20

1,796.20

14-18-2

Unit = Rmt



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



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



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



Material

Copper plate

___________________________________________________________________________________________________Page no. 445 of 477



.

.

PWD UTTARAKHAND


Labour Cess @1% 1,655.20 x 1 % 16.55

1,671.75

139.31

139.30

14-18-3

Unit = Rmt



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



Labour Cess @1% 1,300.14 x 1 % 13.00

1,313.14

109.43

109.40

14-18-4

Unit = Rmt



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



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



Material

Sand (Coarse)

Volume 12 x 0.1 x 0.01 = 0.012 cum

Weight 0.012 x 1400 = 16.8kg


16.8 x 0.06 = 1 kg

___________________________________________________________________________________________________Page no. 446 of 477



.

.

PWD UTTARAKHAND


338.36



Labour Cess @1% 394.53 x 1 % 3.95

398.48

33.21

33.20

14-19

Note:-

Unit = Rmt



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



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



Material


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


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



.

.

PWD UTTARAKHAND


1,675.40

14-20

Unit = Rmt



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



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



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),


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



.

.

PWD UTTARAKHAND


Note:-

Unit = Rmt



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



Labour Cess @1% 42,159.01 x 1 % 421.59

42,580.60

3,548.38

3,548.40

Resource Rate

Labour

Mate



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



.

.

PWD UTTARAKHAND


14-22

Note:-

Unit = Rmt



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



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.)





RCC deck.

Resource Rate

Labour

Mate



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.


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



.

.

PWD UTTARAKHAND


14-23

Note:-

Unit = Rmt



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



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.)





RCC deck.



Resource Rate

Labour

Mate



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



.

.

PWD UTTARAKHAND


14-24

Note:-

Unit = Rmt



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



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.)





RCC deck.



Resource Rate

Labour

Mate



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



.

.

PWD UTTARAKHAND


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



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



Labour Cess @1% 1,847.83 x 1 % 18.48

1,866.31

1,866.31

1,866.30

15-2

Note:-

Unit = Cum



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


Material

Stone spall

Total Resource Cost

Cost For 1 Cum

Rate per Cum

Say Rs. Per Cum



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


___________________________________________________________________________________________________Page no. 453 of 477



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 16,350.47 x 1 % 163.50

16,513.97

2,933.21

2,933.20

15-3

Unit = Cum



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


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


Material



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



.

.

PWD UTTARAKHAND



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



Labour Cess @1% 1,847.83 x 1 % 18.48

1,866.31

1,866.31

1,866.30

15-4-B

Unit = Cum



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



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


Material



Stone spall

Total Resource Cost

Cost For 1 Cum

Rate per Cum

Say Rs. Per Cum

Resource Rate

Sub-Item


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



___________________________________________________________________________________________________Page no. 455 of 477



.

.

PWD UTTARAKHAND


PM0085 Cum 1.200 1690.00 / Cum 2,028.00

2,597.70



Labour Cess @1% 3,028.92 x 1 % 30.29

3,059.21

3,059.21

3,059.20

15-6

Unit = Sqm



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



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



Material

Total Resource Cost

Cost For 10 Sqm

Rate per Sqm

Say Rs. Per Sqm

___________________________________________________________________________________________________Page no. 456 of 477



.

.

PWD UTTARAKHAND


15-8

15-8-A

Unit = Cum



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



Labour Cess @1% 1,706.72 x 1 % 17.07

6,402.09

6,402.09

6,402.10

15-8-B

Unit = Cum



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)


excavation for preparation of bed.


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


excavation for preparation of bed.

Cost For 1 Cum

Rate per Cum

Resource Rate

Labour

Mate

Mason 1st class


Material

Stone spall

Total Resource Cost

Cost For 1 Cum

___________________________________________________________________________________________________Page no. 457 of 477



.

.

PWD UTTARAKHAND


9,441.90

15-9

Unit = Cum



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



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



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


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


Material


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



.

.

PWD UTTARAKHAND



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



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



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


Add 1 per cent of cost for trimming and

preparation of bed.

Material



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



.

.

PWD UTTARAKHAND


Note:-

Unit = Cum



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



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



Material



Stone spall

Total Resource Cost

Cost For 12.6 Cum

Rate per Cum

Say Rs. Per Cum




size.









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



.

.

PWD UTTARAKHAND




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



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



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



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



Material



Stone spall




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


Total Resource Cost

Cost For 10 Sqm

Rate per Sqm

Machine


for pneumatic cutters/hammers.Tractor with trolley.

___________________________________________________________________________________________________Page no. 461 of 477



.

.

PWD UTTARAKHAND


135.70

16-2

Unit = Sqm



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



Labour Cess @1% 1,015.48 x 1 % 10.15

1,025.64

102.56

102.60

16-3

Unit = Sqm



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


Machine


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


Machine

Compressor with guniting equipment

along with accessories

Mason 1st class

Material

Cement

Sand (Coarse)



___________________________________________________________________________________________________Page no. 462 of 477



.

.

PWD UTTARAKHAND


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



Labour Cess @1% 1,080.51 x 1 % 10.81

1,091.32

1,091.32

1,091.30

16-4

Unit = No.



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



Cement, fixing compound and


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


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


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


for cutting and removing of nipples


___________________________________________________________________________________________________Page no. 463 of 477



.

.

PWD UTTARAKHAND


Labour Cess @1% 150.00 x 1 % 1.50

151.50

151.50

151.50

16-5

16-5-A

Unit = Kg



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



Labour Cess @1% 240.72 x 1 % 2.41

243.13

243.13

243.10

16-5-B

Unit = Kg



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



Material


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



Material


Cement

Sand (Coarse)

Cost For 1 No.

Rate per No.

Say Rs. Per No.

___________________________________________________________________________________________________Page no. 464 of 477



.

.

PWD UTTARAKHAND


4.13 x 2% 0.08

202.84



Labour Cess @1% 236.51 x 1 % 2.37

238.87

238.87

238.90

16-6

Note:-

Unit = Sqm



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



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



Material


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



.

.

PWD UTTARAKHAND


16-7

Unit = Kg



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



Labour Cess @1% 514.45 x 1 % 5.14

519.59

519.59

519.60

16-8

Unit = Sqm



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



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



Material



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



Epoxy mortar

Material


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



.

.

PWD UTTARAKHAND


Labour Cess @1% 3,311.58 x 1 % 33.12

3,344.70

334.47

334.50

16-9

Unit = Sqm



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



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



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


Water Tanker

Water

Sand (Coarse)



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



.

.

PWD UTTARAKHAND


Unit = Sqm



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



Labour Cess @1% 1,172.42 x 1 % 11.72

1,184.14

118.41

118.40

16-11

Unit = Sqm



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



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



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



Eproxy bonding of new concrete to old concrete

___________________________________________________________________________________________________Page no. 468 of 477



.

.

PWD UTTARAKHAND


16-12

Unit = Tonne



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


Labour ii) For making and fixing anchorages for cables and placement of cables .

Mate



Labour iii) For prestressing

Mate

Fitter (grade 1)


Labour iv) For grouting

Mate

Mason 1st class


Machine


Cement




HDPE pipes 75mm dia

HTS strand



Resource Rate

Labour i) For making holes in the structure .

Mate



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



.

.

PWD UTTARAKHAND


260673.98 x 20% 52,134.80

3,25,575.70



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



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



Mate




Mate

Fitter (grade 1)



Mate

Mason 1st class


Machine



Material


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


Mate








___________________________________________________________________________________________________Page no. 470 of 477



.

.

PWD UTTARAKHAND


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



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



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




Mate




Mate

Fitter (grade 1)


Cement




HDPE pipes 90mm dia

HTS strand






Total Resource Cost

Cost For 3.1 Tonne

Rate per Tonne

Say Rs. Per Tonne

Resource Rate


Mate







___________________________________________________________________________________________________Page no. 471 of 477



.

.

PWD UTTARAKHAND


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



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.



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



a) Lifting of span


Mate

Mason 1st class


Machine



Material

Cement




HDPE pipes 90mm dia

HTS strand






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



.

.

PWD UTTARAKHAND


PMC099 Day 3.00 684.95 / day 2,054.85

PM0308 Cum 0.15 13.00 / Cum 1.95

9,420.96



Labour Cess @1% 10,984.84 x 1 % 109.85

11,094.69

3,698.23

3,698.20

16-16

Unit = No.



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



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



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



.

.

PWD UTTARAKHAND


Unit = Rmt



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



Labour Cess @1% 6,224.62 x 1 % 62.25

34,295.23

2,857.94

2,857.90

16-18

Unit = Rmt



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



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


Total Resource Cost

Cost For 10 Rmt

Rate per Rmt

Say Rs. Per Rmt

Machine


Resource Rate

Labour (Removal of old expansion joint including breaking of concrete, cutting of lugs and shifting of broken

material etc.)

Mate



Material



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



.

.

PWD UTTARAKHAND


16-19

Unit = Rmt



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



Labour Cess @1% 5,718.39 x 1 % 57.18

5,775.57

577.56

577.60

16-20

Unit = Rmt



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



Labour Cess @1% 2,655.82 x 1 % 26.56

2,682.38

268.24

268.20

16-21


Mate


Machine


Total Resource Cost

Cost For 10 Rmt

Rate per Rmt

Say Rs. Per Rmt

Resource Rate


Mate


Machine


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



.

.

PWD UTTARAKHAND


Unit = Rmt



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



Labour Cess @1% 510.43 x 1 % 5.10

2,849.56

284.96

285.00

16-22

Unit = Rmt



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



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


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


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



.

.

PWD UTTARAKHAND




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



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


Total Resource Cost

Cost For 10 Rmt

Rate per Rmt

Say Rs. Per Rmt


Material



Mild steel ISMC series = 29 Kg

Flat iron = 10 Kg


painting.

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RATE ANALYSIS REPORT