Welworth - Phase - III Rate Analysis

8/13/2019 Welworth - Phase - III Rate Analysis

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PROVIDENT HOUSING LTD

SCHEDULE OF RATES

FOR

WELWORTH CITY

MAY - 2011


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PROVIDENT HOUSING LTD

ANALYSIS OF RATES

FOR

WELWORTH CITY

MAY - 2011


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ITEM CODE RES TYPE ITEM FACTOR UNIT COEFFICIENTBASIC

RATEAMOUNT

WATER

CHARGES (1%)

PROFITS &

OVERHEADS (15%)TOTAL

EWE001

All kinds of soil.

10 cum

Machinery

Hydraulic excavator 1 day 0.041 9600 396 3.96 59.99 459.95

Shovel Loader 1 day 0.041 4000 165 1.65 25.00 191.65Labour

Beldar 1 day 0.400 150 60 0.60 9.09 69.69

Unskilled Male labour 1 day 4.000 150 600 6.00 90.90 696.90

Total Per Cum 141.82

Say 142.00

ATT001

9 Sqm

Material

Chlorpyriphos 20% E.C. / Lindane 20% E.C. 1 Ltr 1.800 151 271.8 2.72 41.18 315.70

Labour

Beldar 1 day 0.200 150 30 0.30 4.55 34.85

Sundries 1 L.S 15.000 1 15 0.15 2.27 17.42

Total per Sqm 40.88

Say 41.00

RATE ANALYSIS

EARTHWORK

Providing & injecting chemical emulsion for Pre constructional Anti Termite Treatment, creating continuous chemical barrier under & around the column pits, walls, trenches, basement

excavtion, top surface of the plinth filling, junction of wall and floor, along the external perimeter of the building, expansion joints, over the top surface of consolidated earth on which apron

id to be laid, surrounding of pipes & conduits, with chloropyriphos emulsifiable concentrates of 20% concentration, inculding cost of/ chemical, diluting in water to one percent concenration,

labour, HOM of equipments, complete as per Specifications. (Note: Plinth area of the building at ground level floor only shall be measured)

Excavation by Mechanical / Manual means, in all types of soil for footings, retaining walls, core walls, catch pits, lift pits, treanches for drains, etc., inculding necessary manual excavation for

dressing the edges & levelling with all lead & lift,dewatering if required, carting away the excavated materials with the permission of Architect / Engineer In Charge from the site to the

designed area approved by the local authorities.

Earth Work Page 3


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BFW001

10 cum

Labour

Beldar 1 day 0.200 150 30 0.30 4.55 34.85Unskilled Male labour 1 day 2.500 150 375 3.75 56.81 435.56

Unskilled Female labour 1 day 0.200 125 25 0.25 3.79 29.04

Total Per Cum 47.04

Say 47.00

BFW002

1 cum

Material

Stone soling material 1 Cum 0.600 514.19 308.514 3.09 46.74 358.34

Stone Aggregate - 40mm 1 Cum 0.240 661.1 158.664 1.59 24.04 184.29

Coarse Sand 1 Cum 0.200 826.37 165.4062192 1.65 25.06 192.12

Labour

Beldar 1 day 0.200 150 30 0.30 4.55 34.85

Unskilled Male labour 1 day 1.800 150 270 2.70 40.91 313.61

Unskilled Female labour 1 day 0.200 125 25 0.25 3.79 29.04

Total Per Cum 1112.23

Say 1112.00

Providing Rubble Soling/ Packing below floor with approved quality 100 to 150mm size well packed and correct to level, interstices filled with 40mm jelly or stone spalls. The surface shall be

consolidated manually after spreading good quality river sand upto 33 1/3% by volume of soling metal and thoroughly watered. The consolidated thickness of soling shall be 150mm.

Filling and consolidation with Available Excavated Earth Within The Site premises and depositing in places near the work spot as shown by the Engineer In charge inculding filling in layers of

15cms, breaking clods, watering and consolidation by ramming / rolling to the specified slope, dressing and consolidation. The rolling to be done to the optimum moisture content with

mechincal rollers / rammers etc.,(upto the compacted modified proctor density of 90%) complete as per the specifications and as directed by the Architect/ Engineer In Charge. The rate shall

include the cost of loading & unloading, all lead, lifts etc., complete. Only the Compacted area with necessary deductions will be considered for measurements/ payments.

Earth Work Page 4


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ITEM

CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT

WATER CHARGES

(1%)

PROFITS &


PCC001

1 Cum

1:4:8

Material

0.70 - 7.5% i.e., 0.05 = 0.65 cum For 40mm Stone Aggregate

Stone Aggregate - 40mm 1 Cum 0.650 661.10 429.72 4.30 65.10 499.11Stone Aggregate - 20mm 1 Cum 0.240 734.55 176.29 1.76 26.71 204.76

Carriage of stone aggregate 40 mm nominal 1 cum 0.650 58.00 37.70 0.38 5.71 43.79

Carriage of stone aggregate below 40 mm n 1 cum 0.240 55.00 13.20 0.13 2.00 15.33

Coarse Sand 1 Cum 0.470 826.37 388.39 3.88 58.84 451.12

Carriage of coarse sand 1 cum 0.470 55.00 25.85 0.26 3.92 30.02

Cement - OPC 43 Grade 1 bag 3.400 280.00 952.00 9.52 144.23 1105.75

Carriage of cement 1 bag 3.400 3.00 10.20 0.10 1.55 11.85

Labour

Mason 1 day 0.100 250.00 25.00 0.25 3.79 29.04

Beldar 1 day 1.630 150.00 244.50 2.45 37.04 283.99Unskilled Female labour 1 day 0.700 125.00 87.50 0.88 13.26 101.63

Equipment

Concrete Mixer 1 day 0.070 1376.00 96.32 0.96 14.59 111.88

Compactor 1 day 0.070 300.00 21.00 0.21 3.18 24.39

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Total 2930.08

Say 2930.00

RATE ANALYSIS

PCC WORKS

Providing and laying PCC of 1:4:8 of specified thickness wherever specified in layers of 15 cms using Machine Crushed 40mm and downsize graded aggregates for foundation bed of columns

footings, stone masonary walls, plinth beams, under ground tanks, under/ below flooring etc., inculding the cost of form work with cleaning & staging, sub grade preparation, levelling, proper

compaction, vibration, rough finishing at the top surface, curing, tools and tackles, all leads & lifts etc., complete, according to specifications & relevant Drawings, as directed by the Architect

/Engineer - in - charge.

PCC Page 5


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ITEM


WATER CHARGES

(1%)

PROFITS &


PCC002

1 Cum

1:3:6

Material



Carriage of stone aggregate below 40 mm n 1 0.940 55.00 51.70 0.52 7.83 60.05

Coarse Sand 1 Cum 0.470 826.37 388.39 3.88 58.84 451.12




Labour

Mason 1 day 0.100 250.00 25.00 0.25 3.79 29.04

Beldar 1 day 1.630 150.00 244.50 2.45 37.04 283.99

Unskilled Female labour 1 day 0.700 125.00 87.50 0.88 13.26 101.63

Equipment


Compactor 1 day 0.070 300.00 21.00 0.21 3.18 24.39

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Total 3331.21

Say 3331.00

PCC003

1 Cum

1:3:6

Material




Coarse Sand 1 Cum 0.470 826.37 388.39 3.88 58.84 451.12




Labour

Beldar 1 day 0.700 150.00 105.00 1.05 15.91 121.96


Mason 1 day 0.100 250.00 25.00 0.25 3.79 29.04

Equipment

Hire and running charges of mechanical mix 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Sundries 1 L.S 5.000 1.00 5.00 0.05 0.76 5.81

Total per Cum 3173.74

Say 3174.00

Providing & laying PCC 1:3:6 of 50mm thick over cinder/ brick bat filling in sunken slabs with necessary curing, consolidation etc., complete according to specifications & relevant drawings / as

directed by the Architect/ Engineer In Charge, at all levels

Providing and laying PCC of 1:3:6 of specified thickness wherever specified in layers of 15 cms using Machine crushed 20mm and downsize graded aggregates for foundation bed of columns

footings, stone masonary walls, plinth beams, under ground tanks, sills and its projections etc., inculding the cost of form work with cleaning & staging, sub grade preparation, levelling, proper

compaction, vibration, rough finishing at the top surface, curing, tools and tackles, all leads & lifts etc., complete, according to specifications & relevant drawings / as directed by the Architect

/Engineer - in - charge.

PCC Page 6


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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES

(1%)

PROFITS &


RCC001

1 Cum

a

Material

RMC -M30 1 Cum 1.050 3838.00 4029.90 40.30 610.53 4680.73

Labour

Mason 1 day 0.170 250.00 42.50 0.43 6.44 49.36


Equipment


Vibrator 1 day 0.070 300.00 21.00 0.21 3.18 24.39

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Shuttering Material

Shuttering Material 1 Sqm 0.919 136.00 124.98 124.98

Total 5487.89

Say 5488.00

Shuttering WorksAssumption

10.8 Sqm

Assuming 15 Repetitions

Material

Shuttering Plywood - 12mm Thk film faced 1 Sqm 1.488 375.00 558.15 5.58 84.56 648.29

Silver Oak 3" x 2" 1 Cum 0.021 7800.00 164.40 1.64 24.91 190.95

Nails(1",2",3",4") 1 Kg 1.000 45.00 45.00 0.45 6.82 52.27

Shuttering Oil 1 Ltr 1.000 60.00 60.00 0.60 9.09 69.69

RATE ANALYSIS

RCC WORKS

Foundations, footings, bases of columns etc., for mass concrete

Providing and laying Reinforced Cement Concrete(M-30)using graded hard Granite stone aggregate of 20mm maximum size obtained from approved quarry including mechanical mixing,

vibrating, compaction, finishing, curing etc., complete all as per specifications but excluding cost of form wrok and steel reinforcement upto the height of 5th floor,

In foundations, footings, rafts, bases of columns, mass concreting, flooring. Etc.,

Footing Size 2.7 x2.7 x 1 m, Contact Area = 10.8 Sqm

1. Shuttering Material will become unserviceable after use of 40 Times for MS - Sheet

Centering and shuttering including strutting, propping etc. and removal of form for:

2. Adding for Maintenance @ 10% of cost, Taking Salvage value after fulll use of material @ 25% of cost

RCC Page 7


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(1%)

PROFITS &


Labour

Carpenter shuttering 1 day 0.750 250.00 187.50 1.88 28.41 217.78

Carpenter helper 1 day 1.500 150.00 225.00 2.25 34.09 261.34

Sundries 1 L.S 25.000 1.00 25.00 0.25 3.79 29.04

Total 136.05

Say 136.00

RCC002

1 Cum

Material

RMC -M20 1 Cum 1.050 3615.00 3795.75 37.96 575.06 4408.76

Labour

Unskilled Male labour 1 day 0.820 150.00 123.04 1.23 18.64 142.91Beldar 1 day 1.230 150.00 184.48 1.84 27.95 214.27


Mason 1 day 0.200 250.00 50.11 0.50 7.59 58.20

Equipment


Vibrator 1 day 0.070 300.00 21.00 0.21 3.18 24.39

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Shuttering Material


Total 7364.39

Say 7364.00

15.8 Sqm


Material


Silver Oak 3" x 2" 1 Cum 0.021 7800.00 160.34 1.60 24.29 186.24

Nails(1",2",3",4") 1 Kg 2.000 45.00 90.00 0.90 13.64 104.54


Labour



Sundries 1 L.S 52.000 1.00 52.00 0.52 7.88 60.40

Total 185.59

Say 186.00

7.9 m long and 1m high, Area of Contact - 15.8Sqm

plinth

Providing & laying Controlled Cement Concrete M20 with min cement content of 330 kgs/cum of 43/53 grade as per IS 456:2000 for plinth / grade beams at all depths inculding necessary

shuttering work etc., according to specifications & relevant drawings, as directed by the Architect/ Engineer Incharge.

Plinth

RCC Page 8


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(1%)

PROFITS &


RCC003

1 Cum

a

Material

RMC -M30 1 Cum 1.050 3838.00 4029.90 40.30 610.53 4680.73

Labour

Unskilled Male labour 1 day 0.820 150.00 123.04 1.23 18.64 142.91

Beldar 1 day 1.230 150.00 184.48 1.84 27.95 214.27


Mason 1 day 0.200 250.00 50.11 0.50 7.59 58.20

Equipment


Vibrator 1 day 0.070 300.00 21.00 0.21 3.18 24.39

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Shuttering Material


Total 8019.16

Say 8019.00

4.5 Sqm


Material


Silver Oak 3" x 2" 1 Cum 0.001 7800.00 10.82 0.11 1.64 12.57

Nails(1",2",3",4") 1 Kg 2.500 45.00 112.50 1.13 17.04 130.67


Labour



Sundries 1 L.S 26.000 1.00 26.00 0.26 3.94 30.20

Props & Supports 1 L.S 150.000 1.00 150.00 1.50 22.73 174.23

Total 274.83

Say 275.00

Providing & laying Controlled Cement Concrete M30 with min cement content of 390 Kgs/ Cum of 43/53 grade as per IS 456:2000 for column pedestals, columns and column head, R.C nibs of

all shapes and sizes inculding shuttering work, according to specifications & relevant drawings, at all levels, as per the direction of Architect/ Engineer In Charge.

Columns and Columns Pedestals

Columns, Pillars, Piers, Abutment, Posts & Struts

450mm x 450mm and 2.5m High, Contact Area = (0.45*4*2.5) = 4.5 Sqm

RCC Page 9


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(1%)

PROFITS &


RCC004

1 Cum

a

Material

RMC -M30 1 Cum 1.050 3838.00 4029.90 40.30 610.53 4680.73

Labour


Beldar 1 day 1.230 150.00 184.48 1.84 27.95 214.27


Mason 1 day 0.200 250.00 50.11 0.50 7.59 58.20

Equipment


Vibrator 1 day 0.070 300.00 21.00 0.21 3.18 24.39

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Shuttering Material


Total 7879.87

Say 7880.00

5.79 Sqm

Material

Planks 1 Cum 0.029 11200.00 323.40 3.23 49.00 375.63

Battens 1 Cum 0.005 10500.00 51.19 0.51 7.75 59.45

Nails(1",2",3",4") 1 Kg 2.800 45.00 126.00 1.26 19.09 146.35


Carriage 1 Cum 0.034 65.00 2.19 0.02 0.33 2.55

Labour



Sundries 1 L.S 50.000 1.00 50.00 0.50 7.58 58.08

Total 246.80

Say 247.00

Staircase

Waist 2.69 * 1.30 = 3.50 Sqm, Side Shuttering of steps and side of waist-Steps = 8 x 1.30 x 0.15 = 1.56 Sqm

Face of landign 1 x 1.30 x 0.15 = 0.20 Sqm, Side of Waist = 2.69 x 0.13 = 0.35 Sqm

Side of steps - 8*0.50*0.30x0.15 = 0.18 Sqm

Providing & laying Controlled Cement Concrete M20 with min cement content of 330 Kgs / Cum of 43/53 grade as per IS 456: 2000 for Staircase with waist slab, steps, landings & ledge in

foundations with necessary shuttering work etc., as per specifications & relevant drawings, as directed by the Architect/ Engineer Incharge, at all levels.

Batten Calculation

100 mm x 75 mm, 4 x 1.30 x 0.100 x 0.075 =0.039/8=0.004875 Cum

Planks Calculation

Stairs, (Excluding landings) except spiral - staircases

Cubical Content - 6.08 x 0.038 = 0.231 Cum and 8 Times Repetiton = 0.231/8 = 0.028875, Assuming 38mm thk planks(0.038)

3.40m Clear span including landing, Contact Area = 5.79 Sqm

Total = 5.79 Sqm, Adding 5% Wastage= 0.29 Sqm, Total = 6.08 Sqm

RCC Page 10


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(1%)

PROFITS &


RCC005

1 Cum

a

Material

RMC -M20 1 Cum 1.050 3615.00 3795.75 37.96 575.06 4408.76

Labour


Beldar 1 day 1.230 150.00 184.48 1.84 27.95 214.27


Mason 1 day 0.200 250.00 50.11 0.50 7.59 58.20

Equipment


Vibrator 1 day 0.070 300.00 21.00 0.21 3.18 24.39

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Shuttering Material


Total 7891.29

4.5 Sqm


Material


Silver Oak 3" x 2" 1 Cum 0.001 7800.00 10.82 0.11 1.64 12.57

Nails(1",2",3",4") 1 Kg 2.500 45.00 112.50 1.13 17.04 130.67


Labour



Sundries 1 L.S 26.000 1.00 26.00 0.26 3.94 30.20


Total 274.83

Say 275.00

Providing & laying Controlled Cement Concrete M20 with min Cement content of 330 Kgs / cum of 43/53 grade as per IS 456: 2000 for Lift Shear Walls & other RCC walls of 150 to 230mm thick

with necessary shuttering work etc., as per specifications & relevant drawings, as directed by the Architect/ Engineer Incharge, at all levels.

Core wall

Assuming for Shear wall as that of Columns


RCC Page 11


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(1%)

PROFITS &


RCC006

1 Cum

a

MaterialRMC -M15 1 Cum 1.050 3408.00 3578.40 35.78 542.13 4156.31

Labour


Beldar 1 day 2.750 150.00 412.50 4.13 62.49 479.12


Mason 1 day 0.240 250.00 60.00 0.60 9.09 69.69

Equipment


Vibrator 1 day 0.080 300.00 24.00 0.24 3.64 27.88

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42Shuttering Material


Total 9080.26

Say 9080.00

7.8 Sqm


Material


Silver Oak 3" x 2" 1 Cum 0.032 7800.00 246.58 2.47 37.36 286.40

Nails(1",2",3",4") 1 Kg 2.500 45.00 112.50 1.13 17.04 130.67


Labour



Sundries 1 L.S 45.000 1.00 45.00 0.45 6.82 52.27

Scaffolding 1 L.S 150.000 1.00 150.00 1.50 22.73 174.23

Total 301.06

Say 301.00

Lintels

Beams, Lintels,Plinth Beams, Girders & Cantilevers

6m Clear Span, 0.5m Deep, 0.3m wide, (0.5+0.3+0.5)*6 = 7.8 Sqm

Providing & laying Controlled Cement Concrete M15 with min cement content of 305 Kgs / Cum of 43/53 grade as per IS 456 : 2000 for cast at situ for lintels with necessary shuttering work,

lock set fixing, dowels to be left- if necessary, at all levels

RCC Page 12


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(1%)

PROFITS &


RCC007

1 Cum

aMaterial

RMC -M20 1 Cum 1.050 3615.00 3795.75 37.96 575.06 4408.76

Labour


Beldar 1 day 2.750 150.00 412.50 4.13 62.49 479.12


Mason 1 day 0.240 250.00 60.00 0.60 9.09 69.69

Equipment


Vibrator 1 day 0.080 300.00 24.00 0.24 3.64 27.88

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Shuttering Material


Total 7344.66

Say 7345.00

13.5 Sqm


Material


Silver Oak 3" x 2" 1 Cum 0.030 7800.00 233.53 2.34 35.38 271.24

Nails(1",2",3",4") 1 Kg 3.500 45.00 157.50 1.58 23.86 182.94


Labour



Sundries 1 L.S 50.000 1.00 50.00 0.50 7.58 58.08

Scaffolding 1 L.S 150.000 1.00 150.00 1.50 22.73 174.23

Total 284.59

Say 285.00

Providing & laying Controlled Cement Concrete M20 with min cement content of 330 kgs / cum of 43/53 grade as per IS 456:2000 for floor Slabs, sunken slabs, roof slab, corridor slabs with

arch bottom, small projects etc., of specified thickness with necessary shuttering work etc., as per specifications & relevant drawings / as directed by the Architect/ Engineer Incharge, at all

levels.

Slabs

Slabs, Suspended floors, landings, balconies and access Platform

Size of a Room 4.50 x 3 =13.50, 3.5m Height

RCC Page 13


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(1%)

PROFITS &


RCC009

1 Sqm

aMaterial

RMC -M15 1 Cum 0.105 3408.00 357.84 3.58 54.21 415.63

Labour


Beldar 1 day 0.275 150.00 41.25 0.41 6.25 47.91


Mason 1 day 0.024 250.00 6.00 0.06 0.91 6.97

Equipment


Vibrator 1 day 0.008 300.00 2.40 0.02 0.36 2.79Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Shuttering Material


Extra for waterproofing

Water Proofing Compound (conplast 421-

IC) 1 Ltr 0.080 75.00 6.00 0.06 0.91 6.97

Total 560.96

Say 561.00

Material

Planks 1 Cum 0.029 11200.00 323.40 3.23 49.00 375.63

Battens 1 Cum 0.005 10500.00 51.19 0.51 7.75 59.45

Nails(1",2",3",4") 1 Kg 2.800 45.00 126.00 1.26 19.09 146.35


Carriage 1 Cum 0.034 65.00 2.19 0.02 0.33 2.55

Labour



Sundries 1 L.S 50.000 1.00 50.00 0.50 7.58 58.08

Total 246.80

Small lintels not exceeding1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like


Batten Calculation

100 mm x 75 mm, 4 x 1.30 x 0.100 x 0.075 =0.039/8=0.004875 Cum

Providing & laying Controlled Cement Concrete M15 with min cement content of 305 kg/cum of 43/53 grade as per IS 456:2000 for Coping Concrete for Parapet Walls of avg thickness of

100mm with necessary shuttering, waterproofing compound etc., complete as per the specifications/ relevant drawings, as directed by the Architect/ Engineer In Charge.Steel used will be

considered for measurements & reconsiliation.

Coping Concrete






RCC Page 15


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(1%)

PROFITS &


Say 247.00

RCC010

1 Cum

a

Material

RMC -M20 1 Cum 1.050 3615.00 3795.75 37.96 575.06 4408.76

Labour


Beldar 1 day 2.750 150.00 412.50 4.13 62.49 479.12


Mason 1 day 0.240 250.00 60.00 0.60 9.09 69.69

Equipment


Vibrator 1 day 0.080 300.00 24.00 0.24 3.64 27.88

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Shuttering Material


Total 8449.89

Say 8450.00

13.5 Sqm


Material


Silver Oak 3" x 2" 1 Cum 0.030 7800.00 233.53 2.34 35.38 271.24

Nails(1",2",3",4") 1 Kg 3.500 45.00 157.50 1.58 23.86 182.94


Labour



Sundries 1 L.S 50.000 1.00 50.00 0.50 7.58 58.08

Scaffolding 1 L.S 150.000 1.00 150.00 1.50 22.73 174.23

Total 284.59

Say 285.00

Providing & laying Controlled Cement Concrete M20 with min cement content of 330 kgs / cum of 43/53 grade as per IS 456:2000 for beams(upstand & downstand as indicated) with necessary

shuttering work etc., according to specifications & relevant drawings / as directed by the Architect/ Engineer Incharge, at all levels.

Over head cover slab

Slabs, Suspended floors, landings, balconies and access Platform

Size of a Room 4.50 x 3 =13.50, 3.5m Height

RCC Page 16


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(1%)

PROFITS &


RCC011

1 Cum

aMaterial

RMC -M20 1 Cum 1.050 3615.00 3795.75 37.96 575.06 4408.76

Labour


Beldar 1 day 1.230 150.00 184.48 1.84 27.95 214.27


Mason 1 day 0.200 250.00 50.11 0.50 7.59 58.20

Equipment


Vibrator 1 day 0.080 300.00 24.00 0.24 3.64 27.88

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Shuttering Material


Total 7911.21

Say 7911.00

4.5 Sqm


Material


Silver Oak 3" x 2" 1 Cum 0.001 7800.00 10.82 0.11 1.64 12.57

Nails(1",2",3",4") 1 Kg 2.500 45.00 112.50 1.13 17.04 130.67


Labour



Sundries 1 L.S 26.000 1.00 26.00 0.26 3.94 30.20


Total 274.83

Say 275.00

Providing & laying Controlled Cement Concrete M20 with min cement content of 330 kgs/cum of 43/53 grade as per IS 456: 2000 for Over head tank side / intermediate walls of 150 to 250

mm thick with necessary shuttering works, defined admixtures to suit the hydraulic structure etc., complete, according to the specifications & relevant drawings, at all depths

OH Side walls

Assuming for Shear wall as that of Columns


RCC Page 17


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(1%)

PROFITS &


RCC012

1 Sqm

a

MaterialRMC -M15 1 Cum 0.105 3408.00 357.84 3.58 54.21 415.63

Labour


Beldar 1 day 0.275 150.00 41.25 0.41 6.25 47.91


Mason 1 day 0.024 250.00 6.00 0.06 0.91 6.97

Equipment


Vibrator 1 day 0.008 300.00 2.40 0.02 0.36 2.79

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42Shuttering Material


Total 1030.26

Say 1030.00

Material

Planks 1 Cum 0.029 11200.00 323.40 3.23 49.00 375.63

Battens 1 Cum 0.005 10500.00 51.19 0.51 7.75 59.45

Nails(1",2",3",4") 1 Kg 2.800 45.00 126.00 1.26 19.09 146.35

Shuttering Oil 1 Ltr 1.500 60.00 90.00 0.90 13.64 104.54Carriage 1 Cum 0.034 65.00 2.19 0.02 0.33 2.55

Labour



Sundries 1 L.S 50.000 1.00 50.00 0.50 7.58 58.08

Total 246.80

Say 247.00

Providing & laying Controlled Cement Concrete M15 with min cement content of 305 Kgs/ Cum of 43/53 grade as per IS 456-2000 for Paradi/ Fin walls/ Fasciae thickness upto 100mm with

necessary shuttering etc., in accordance to the relevant drawings & specifications, at all levels.

Coping Concrete

Small lintels not exceeding1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like



Batten Calculation

100 mm x 75 mm, 4 x 1.30 x 0.100 x 0.075 =0.039/8=0.004875 Cum





RCC Page 18


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ITEM


WATER CHARGES

(1%)

PROFITS &


MW001

10 Sqm, Size - 230 mm x 75 mm x 110mm

In Super Structure

Material

Bricks - Table Mould 1 No 579.710 5.72 3315.94 33.16 502.37 3851.47

Wastage @ 5% 1 Nos 28.986 5.72 165.80 1.66 25.12 192.57

Reinforcement steel - 8mm 1 MT 0.024 32800.00 775.39 7.75 117.47 900.62

As per Appendix, Item No.5 1 Cum 0.280 3782.00 1058.96 10.59 160.43 1229.98

Carriage of Blocks 1 Nos 608.70 0.50 304.35 3.04 46.11 353.50

Carriage of steel 1 MT 0.024 50.00 1.18 0.01 0.18 1.37

Labour

Mason 1 day 1.200 250.00 300.00 3.00 45.45 348.45



Sundries and Scaffolding 1 L.S 25.000 1.00 25.00 0.25 3.79 29.04

Extra for lifting of materials above 2ndFloor 1 day 1.290 150.00 193.50 1.94 29.32 224.75

Total per Sqm 758.18

Say 758.00

RATE ANALYSIS

MASONRY WORKS

Providing and constructing Brick Masonary of 75mm thick partition walls, support walls, parapet walls, collection pits, brick on edge for window verticals etc., inCM 1:4, using first class table

moulded bricks of approved quality with a crushing strength not less than 35 Kgs/Sqm, reinforced with two numbers of 6mm mild steel at every fifth course with PCC1:3:6, 75mm thick band for

full length of the wall inculding curing, scaffolding etc., complete, as per specifications & relevant drawings / as directed by the Architect/ Engineer Incharge, at all levels. Steel used in masonary

will be considered for measurements & reconcilation.

Masanory Page 19


20/167

ITEM


WATER CHARGES

(1%)

PROFITS &


MW002

10 Sqm

SBM-150mm Thk

Material

Cement concrete solid blocks 150mm 1 No 125.000 21.32 2665.00 26.65 403.75 3095.40

Wastage @ 5% 1 Nos 6.250 21.32 133.25 1.33 20.19 154.77

As per Appendix, Item No.6 1 Cum 0.222 2927.00 648.35 648.35


Labour

Mason 1 day 1.000 250.00 250.00 2.50 37.88 290.38



Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42


Say 478.00

MW003

10 Sqm

SBM-100mm Thk

Material

Cement concrete solid blocks 100mm 1 N0 125.000 16.12 2015.00 20.15 305.27 2340.42

Wastage @ 5% 1 Nos 6.250 16.12 100.75 1.01 15.26 117.02

As per Appendix, Item No.6, including 5%

of Wastage 1 Cum 0.148 2927.00 432.24 432.24

Reinforcement steel - Fe 415 1 MT 0.001 41000.00 51.52 0.52 7.81 59.84


Carriage of steel 1 MT 0.0013 50.00 0.06 0.00 0.01 0.07Labour

Mason 1 day 1.000 250.00 250.00 2.50 37.88 290.38



Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42


Say 383.00

Providing and constructing 100mm thick non- load bearing wall with precast concrete solid blocks with compressive strength not less than 35 Kg/sqcm with cement mortar 1:6 masonry of joint

thickness not to be more than 20mm (quoin, jamb,closer blocks) & two numbers of 6mm mild steel at every fifth course with P.C.C 1:3:6 75mm thick band for full length of the wall with solid

concrete blocks of size 40x10x20cms confirming to I.S. 2185/1965 in superstructure including cost of materials, labourcharges, scaffolding, ladders, platforms, staging, curing, plant required for

the execution of the work etc..complete as per specifications & relevant Drawings / as per the direction of the Architect / Engineer In charge. Bearing blocks of concrete or bricks in motor courses

will have to be introduced where ever required. Steel used in masonary will be considered for measurements & reconsiliation.

Providing and constructing 150mm thk non load bearing wall with precast concrete solid blocks of size 40x15x20 cms with compressive strength not less than 35 Kg/sqcm with cement mortar 1:6

masonry of joint thickness not to be more than 20mm (quoin, jamb,closer blocks ) confirming to I.S. 2185/1965 in superstructure including cost of materials, labourcharges, scaffolding, ladders,

platforms, staging, curing, plant required for the execution of the work etc..complete as per specifications & relevant drawings / as directed by the Architect / Engineer In charge. Bearing blocks

of concrete or bricks in motor courses will have to be introduced where ever required.

Masanory Page 20


21/167


(1%)

PROFITS &


PLW001

10 Sqm

CM 1:4,

Material

As per Appendix -1, Item No. - 2 1 Cum 0.120 4352.00 522.24 5.22 79.12 606.58

Labour

Mason 1 day 0.670 250.00 167.50 1.68 25.38 194.55



Scaffolding & Sundries 1 L.S 30.000 1.00 30.00 0.30 4.55 34.85

Lime Rendering

Assuming 1.5 Kg of Lime for Lime Rendering per Sqm and 10% of Fine sand to avoid cracking of Lime

Material

lime paste 1 Kg 15.000 2.00 30.00 0.30 4.55 34.85

Fine sand 1 Cum 0.046 1285.47 59.39 0.59 9.00 68.98

Carriage of lime 1 Kg 15.000 0.50 7.50 0.08 1.14 8.71

Carriage of fine sand 1 cum 0.046 55.00 2.54 0.03 0.38 2.95

Labour

Mason 1 day 0.270 250.00 67.50 0.68 10.23 78.40


Extra for Hacking 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42


Say 134.00

PLW002

10 Sqm

CM 1:6

Material


Labour

Mason 1 day 0.670 250.00 167.50 1.68 25.38 194.55




RATE ANALYSIS

PLASTERING WORKS

Preparing the RCC surfaces of ceiling, beams, columns, walls, lofts etc., and plaster with cement motor 1:4, 10mm thick finished smooth with neeru finishing according to the specifications

inculding necessary scaffolding, hacking for RCC surfaces, curing, etc., complete. The rate to include for making grooves, patties etc., complete ., in accordance to specifications & relevant

drawings, as directed by the Architect/ Engineer In Charge.

Plastering internal surfaces of walls, beams above wall, brick f ins, brick pillars etc., with CM 1:6, 12mm thick average with nerru finishing, according to specifications & relevant drawings

inculding necessary scaffolding, curing, etc., complete. The rate shall inculde the cost of hacking to RCC surfaces, GI mesh plaster mesh - 4inch - 6inch wide manufactured by Arpitha Exports Ltd.,

or equivalent, at junction of RCC and masonary, electrical conduit finishes, making grooves, patties etc., complete.,as directed by the Architect./ Engineer in Charge.

Plastering Page 21


22/167


(1%)

PROFITS &


Lime Rendering

Assuming 1.5 Kg of Lime for Lime Rendering per Sqm and 10% of Fine sand to avoid cracking of Lime

Material

lime paste 1 Kg 1.500 2.00 3.00 0.03 0.45 3.48

Fine sand 1 Cum 0.046 1285.47 59.39 0.59 9.00 68.98Carriage of lime 1 Kg 1.500 0.50 0.75 0.01 0.11 0.87

Carriage of fine sand 1 cum 0.046 55.00 2.54 0.03 0.38 2.95

Labour

Mason 1 day 0.270 250.00 67.50 0.68 10.23 78.40



Say 128.00

PLW003

10 Sqm Under Layer 12mm Thk in CM 1 : 6

CM 1:6

Material


Chicken Mesh 1 Sqm 10.000 8.00 80.00 0.80 12.12 92.92

LabourMason 1 day 0.670 250.00 167.50 1.68 25.38 194.55




10 Sqm Over Layer 6mm Thk in CM 1 : 3

CM 1:3

Material


LabourMason 1 day 0.510 250.00 127.50 1.28 19.32 148.09




Labour for Sponge Finish

Mason 1 day 0.270 250.00 67.50 0.68 10.23 78.40

Plastering External surfaces of walls, with CM 1:6, 18mm thick(Avg) in two coats with a under layer of 12mm and top layer of 6mm thick of CM 1:3 according to specification inculding necessary

scaffolding, curing and hacking to the RCC surfaces,G.I Mesh fixing(4inch to 6inch wide) etc., complete. The rate shall inculde cost of water proofing compound, making grooves, band, pattiesetc., if applicable .,as per the specif ications & relevant drawings, as per the direction of Architect / Engineer in Charge

Plastering Page 22


23/167


(1%)

PROFITS &


10 Sqm

CM 1:4,

Details of cost for 12mm cement Plaster

Cement Required for 10 Sqm = 59.2 Kgs of

Material

Water Proofing Compound (conplast 421-IC 1 Ltr 0.150 75.00 11.25 0.11 1.70 13.07


Total for 1.184 Bags of Cement used in the Mix 20.85



Say 218.00

PLW004

10 Sqm

CM 1:6,

Material


Chicken Mesh 1 Sqm 10.000 8.00 80.00 0.80 12.12 92.92

Labour

Mason 1 day 0.670 250.00 167.50 1.68 25.38 194.55




Labour for Sponge Finish

Mason 1 day 0.270 250.00 67.50 0.68 10.23 78.40



Say 130.00

Plastering 12mmthick with cement mortar specified below, f inished smooth with Sponge Finish - Internal Surfaces

Extra for providing and mixingwater proofing material in cement plaster work in proportion recommended by the manufacturers.

Plastering Page 23


24/167

SL NOItem

CodeRES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT

WATER CHARGES

(1%)

PROFITS &


6.1 FLR001

10 Sqm

Material




Coarse Sand 1 Cum 0.21 826.37 175.60 1.76 26.60 203.96




Labour

Mason 1 day 0.80 250.00 200.00 2.00 30.30 232.30

Beldar 1 day 1.40 150.00 210.00 2.10 31.82 243.92


Equipment

Mixer M/C 1 day 0.03 1200.00 36.00 0.36 5.45 41.81

Vibrator 1 day 0.03 300.00 9.00 0.09 1.36 10.45

Power Trowel 1 day 1.00 200.00 200.00 2.00 30.30 232.30

Sundries 1 L.S 15.00 1.00 15.00 0.15 2.27 17.42


Say 279.00

6.2 FLR002

a 60*60 cm1 Sqm

Material

Vitrified Tiles(600x600mm) 1 Sqm 1.000 355.00 355.00 3.55 53.78 412.33

Wastage @ 2.5% 1 Nos 0.025 355.00 8.88 0.09 1.34 10.31


Mortar for pointing in white Cement 1 L.S 3.640 1.00 3.64 0.04 0.55 4.23


Cement for slurry over bed @ 3.3 Kg per Sqm

Carriage of Tiles 1 nos 1.025 0.25 0.26 0.00 0.04 0.30

Tile grout 1 Kg 1.000 30.00 30.00 0.30 4.55 34.85Labour

Mason 1 day 0.200 250.00 50.00 0.50 7.58 58.08


RATE ANALYSIS

FLOORING WORKS

Granolithic flooring 50mm thick 1:2:4 cement concrete using stone aggregate of 10mm & down size & the floor has to be laid in panels of maximum size of 3m x 3m by alternative bay method

inculding necessary tamping, curing, thread lining, finishing with power float etc., complete as directed by the Architect/ Engineer In Charge.No cement mortor application / plastering on top

shall be allowed and it shall be finished with the slurry of the concrete.

Providing and laying Vitrified tile flooring 600mm X 600mm flooring of approved shade, pattern and make, over minimum 20 mm thick cement mortar bed of 1:6 mix including pointing with the

matching. Joint filler of approved make, raking of joints, washing with dilute acid & P.O.P.protective layer over poythene sheet for the protection of the tiled area till handing over the building

etc., complete, according to specifications & relevant drawings, as directed by the Architect / Engineer in Charge. If the motor thickness exceeds 35mm, then screed concrete shall be provided

and no extra claims will be considered for the same.

Flooring Page 24


25/167

SL NOItem


WATER CHARGES

(1%)

PROFITS &


Sundries including carriage of cement 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65


Say 700.00

6.2 FLR003

a 60*60 cm

1 Sqm

Material

Vitrified Tiles(600x600mm) 1 Sqm 1.000 355.00 355.00 3.55 53.78 412.33

Wastage @ 10% 1 Nos 0.100 355.00 35.50 0.36 5.38 41.23






Tile grout 1 Kg 1.000 30.00 30.00 0.30 4.55 34.85

Labour

Mason 1 day 0.240 250.00 60.00 0.60 9.09 69.69


Sundries including carriage of cement 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65


Say 751.00

6.3 FLR004

200*200 mm

1 Sqm

Material

Ceramic tiles 1 Sqm 1.000 182.00 182.00 1.82 27.57 211.39

Wastage @ 2.5% 1 Nos 0.025 182.00 4.55 0.05 0.69 5.28


Mortar for pointing in white Cement 1 L.S 1.000 20.20 20.20 0.20 3.06 23.46Cement - OPC 43 Grade 1 bag 0.070 280.00 19.60 0.20 2.97 22.77



Tile grout 1 Kg 1.000 30.00 30.00 0.30 4.55 34.85

Labour

Mason 1 day 0.200 250.00 50.00 0.50 7.58 58.08


Sundries 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65


Say 513.00

Providing and laying Vitrified tile skirting of approved colour, make, pattern and of 75mm high above finished floor level in CM 1:6, inculding necessary cement plastering to walls, cement slurry,

pointing with tinted white cement to match the colour of the tiles, chasing wall where necessary & making good plastering at junctions, acid wash, curing etc., complete, according to

specifications & relevant drawings, as directed by the Architect / Engineer In charge.

Providing and laying Ceramic tile for flooring of size 200x 200, approved shade, make, pattern over cement motor bed 1:6, 20mm thick inculding pointing with tinted white cement to match the

colour of the tile, curing, acid wash & P.O.P.protective layer over poythene sheet for the protection of the tiled area till handing over the building etc., complete, according to specifications &

relevant drawings / as directed by the Architect / Engineer In charge. If the motor thickness exceeds 35mm, then screed concrete shall be provided and no extra claims will be considered for the

same.

Flooring Page 25


26/167

SL NOItem


WATER CHARGES

(1%)

PROFITS &


6.4 FLR005

1 Sqm

Material


Wastage & Breakage @ 2.5% 1 Nos 0.100 182.00 18.20 0.18 2.76 21.14






White Cement 1 bag 0.100 575.00 57.50 0.58 8.71 66.79

Labour

Mason 1 day 0.300 250.00 75.00 0.75 11.36 87.11


Sundries 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65


Say 611.00

6.3 FLR006

1 Sqm

Material

Ceramic tiles - Antiskid Tiles 1 Sqm 1.000 208.00 208.00 2.08 31.51 241.59

Wastage @ 2.5% 1 Nos 0.025 208.00 5.20 0.05 0.79 6.04






Tile grout 1 Kg 1.000 30.00 30.00 0.30 4.55 34.85

Labour

Mason 1 day 0.200 250.00 50.00 0.50 7.58 58.08


Sundries 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65


Say 544.00

6.3 FLR007

200*200 mm

1 Sqm

MaterialCeramic Glazed tiles 1 Sqm 1.000 182.00 182.00 1.82 27.57 211.39

Wastage @ 2.5% 1 Nos 0.100 182.00 18.20 0.18 2.76 21.14


Providing and laying Ceramic tile for skirting of approved colour, make, pattern and of 75mm high above finished floor level in CM 1:6, inculding necessary cement plastering to walls, cement

slurry, pointing with tinted white cement to match the colour of the tiles, chasing wall where necessary & making good plastering at junctions, acid wash, curing etc., complete, according to

specification & relevant drawings / as directed by the Architect / Engineer In charge.

Providing and laying Anti skid Ceramic tile for flooring of size 200x 200, approved shade , make, pattern over cement motor bed 1:6, 20mm thick inculding pointing with tinted white cement to

match the colour of the tile, curing, acid wash & P.O.P protective layer over poythene sheet for the protection of the tiled area till handing over the building etc., complete according to

specifications & relevant drawings / as directed by the Architect / Engineer In charge.If the motor thickness exceeds 35mm, then screed concrete shall be provided and no extra claims will be

considered for the same.

Providing and laying glazed tile of approved colour, make, pattern and size upto the required height or as specified in the architectural drawings,with 20mm thick cement motar bed of 1:6 mix.It

also inculdes 10 mm thick backing, cement slurry, pointing with tinted white cement to match the colour of the tile, PVC corner guards, curing, acid wash etc., complete according to

specifications & relevant drawings, as directed by the Architect/ Engineer in charge.

Flooring Page 26

It WATER CHARGES PROFITS &


27/167

SL NOItem


WATER CHARGES

(1%)

PROFITS &






Tile grout 1 Kg 1.000 30.00 30.00 0.30 4.55 34.85

Labour

Mason 1 day 0.240 250.00 60.00 0.60 9.09 69.69


Sundries 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65


Say 559.00

6.4 FLR008

1 Sqm

Material

20mm thk prepolished Granite - Sadrahalli 1 Sqm 1.000 690.00 690.00 6.90 104.54 801.44


As per Appendix, Item No6 1 Cum 0.024 2927.00 70.25 0.70 10.64 81.59


xtra not included Cement - OPC 43 Grade 1 bag 0.070 280.00 19.60 0.20 2.97 22.77


Carriage of Granite 1 Sqm 1.025 5.00 5.13 0.05 0.78 5.95

White Cement 1 bag 0.100 575.00 57.50 0.58 8.71 66.79Labour

Mason 1 day 1.790 250.00 447.50 4.48 67.80 519.77

Beldar 1 day 1.990 150.00 298.50 2.99 45.22 346.71


Equipment

Mixer M/C 1 day 0.03 1200.00 36.00 0.36 5.45 41.81

Sundries 1 L.S 15.00 1.00 15.00 0.15 2.27 17.42


Say 2099.00

Providing and laying 20mm Pre Polished Granite for Lift wall of approved shade, pattern and size upto the required height or as specified in the architectural drawings over a 20mm thick cement

motar bed of 1:6 mix.It also inculdes cement slurry, pointing paper thin joints with tinted white cement to match the colour of the granite, polishing, curing, bull nosing,V grooves - if required

etc., complete according to specifications & relevant drawings, as directed by the Architect/ Engineer in charge. (Note: Saderhalli grey granite)

Flooring Page 27

Item WATER CHARGES PROFITS &


28/167

SL NOItem


WATER CHARGES

(1%)

PROFITS &


8.2.1.1 FLR009

2 Sqm

Material

20mm thk prepolished Granite - Sadrahalli 1 Sqm 2.000 690.00 1380.00 13.80 209.07 1602.87


As per Appendix, Item No6 1 Cum 0.024 2927.00 70.25 0.70 10.64 81.59


Nosing is not done Cement - OPC 43 Grade 1 bag 0.070 280.00 19.60 0.20 2.97 22.77


Carriage of Granite 1 Sqm 2.100 5.00 10.50 0.11 1.59 12.20

White Cement 1 bag 0.100 575.00 57.50 0.58 8.71 66.79

Labour

Mason 1 day 2.800 250.00 700.00 7.00 106.05 813.05

Beldar 1 day 1.300 150.00 195.00 1.95 29.54 226.49


Labour for fixing of sink

Mason 1 day 0.400 250.00 100.00 1.00 15.15 116.15

Beldar 1 day 0.400 150.00 60.00 0.60 9.09 69.69

Sundries and Carriage of Cement 1 L.S 15.300 1.00 15.30 0.15 2.32 17.77


Say 3359.00

6.7 FLR010

1 Sqm

Material

Ultra Tiles 1 Sqm 1.000 368.00 368.00 3.68 55.75 427.43

Wastage @ 10% 1 Nos 0.100 368.00 36.80 0.37 5.58 42.74

As per Appendix, Item No.2 1 Cum 0.024 4352.00 104.45 1.04 15.82 121.32White Cement 1 bag 1.000 575.00 575.00 5.75 87.11 667.86

Cement for slurry over bed @ 4.4 Kg per Sqm, for Bedding 44 Kg/Sqm, Jointing 6 Kg, Total = 50 Kg


Labour

Mason 1 day 0.200 250.00 50.00 0.50 7.58 58.08


Sundries and Carriage of Cement 1 L.S 50.000 1.00 50.00 0.50 7.58 58.08


Say 1353.00

6.4 FLR011

Providing and laying 20mm thk single piece ultra tile or equivalent for staircase Treads of approved shade, patternmachine cut to reuisite size, over minimum 20 mm thick cement mortar bed of

1:4 mix. It inculdes cutting groove, half rounding at the exposed edges,pointing paper thin joints with tinted white cement to match the colour of the slab, curing, P.O.P.protective layer over

poythene sheet for the protection of the tiled area till handing over the building etc., complete, according to specifications & relevant drawings, as directed by the Architect / Engineer in Charge.

Providing and laying Ceramic tile for staircase riser of approved shade, make, pattern over cement motor bed 1:6, 20mm thick inculding pointing with tinted white cement to match the colour of

the tile, curing, acid wash & P.O.P.protective layer over poythene sheet for the protection of the tiled area till handing over the building etc., complete, according to specifications & relevant

drawings / as directed by the Architect / Engineer In charge. If the motor thickness exceeds 35mm, then screed concrete shall be provided and no extra claims will be considered for the same.

Providing and fixing in postion 20mm thick single piece Pre Polished Granite slab of approved shade for Kitchen Counter, machine cut to requisite size over min 20mm cadappa supported by

100mm block masonary and cement plastered with neeru finish on all sides. It inculdes cutting groove in wall,finishing /grouting with CM, pointing paper thin joints with tinted white cement to

match the colour of the slab. The rate shall also inculde for making hole for pipes, provision for fixing sink, sealing the joint of the sink, curing, covering with protective layer of POP and cleaning

when required, half nosing exposed edges, cost of cadappa etc., complete, at all levels, in accordance to specifications & relevant drawings, as directed by the Architect/ Engineer In Charge.

Mode of Measurement: only the Clear surface will be measured.

Flooring Page 28

Item WATER CHARGES PROFITS &


29/167

SL NOItem


WATER CHARGES

(1%)

PROFITS &


1 Sqm

Material


Wastage & Breakage @ 5% 1 Nos 0.050 182.00 9.10 0.09 1.38 10.57

As per Appendix, Item No.6, 20mm thick 1 Cum 0.024 2927.00 70.25 0.70 10.64 81.59





White Cement 1 bag 0.100 575.00 57.50 0.58 8.71 66.79

Labour

Mason 1 day 0.300 250.00 75.00 0.75 11.36 87.11


Sundries 1 L.S 26.910 1.00 26.91 0.27 4.08 31.26


Say 591.00

16.68 FLR013

10 Sqm

Material

Concrete Pavers 1 Sqm 10.000 452.09 4520.90 45.21 684.92 5251.03

Coarse Sand 1 Cum 0.500 826.37 413.19 4.13 62.60 479.91


Fine sand 1 Cum 0.150 1285.47 192.82 1.93 29.21 223.96Carriage of fine sand 1 cum 0.150 55.00 8.25 0.08 1.25 9.58

Laying charges (Based on actual observation)

Labour

Mason 1 day 1.000 250.00 250.00 2.50 37.88 290.38

Beldar 1 day 1.000 150.00 150.00 1.50 22.73 174.23


Sundries 1 L.S 25.000 1.00 25.00 0.25 3.79 29.04


Say 658.00

Providing & laying Interlock pavers of 60mm thk of shape and colour with min compressive strength of 281kgs per sqcm over 50mm thk sand bed (avg thk) and compacting with plate vibrator

having (3tons of compaction force therby forcing apart of sand underneth to come up in between joints. Final compaction of pavers surface joints into its final level inculding cost of materials,

labour & HOM of machinaries complete as per specifications/ relevant drawing/ as directed by Architect/ Engineer Incharge.

Flooring Page 29

RATE ANALYSIS


30/167

ITEM


WATER CHARGES

(1%)

PROFITS &


PT001

10 Sqm

a New Work, Including Putty Works and Cement Primer

Material

Putty 1 Kg 3.30 30.00 99.00 0.99 15.00 114.99

Primer - Water Based 1 Ltr 0.80 72.00 57.60 0.58 8.73 66.90

Oil bound washable distemper/ Acrylicdistemper 1 Kg 1.50 40.00 60.00 0.60 9.09 69.69

Brushes,Sundries including Carriage 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Labour

Painter 1 day 1.00 250.00 250.00 2.50 37.88 290.38

Painter helper 1 day 0.500 150.00 75.00 0.75 11.36 87.11

Sundries ladders, etc 1 L.S 25.00 1.00 25.00 0.25 3.79 29.04

Total per Sqm 67.55

Say 68.00

RATE ANALYSIS

PAINTING WORKS

Preparing the surfaces and plastered internal walls, columns, beams, fins etc., providing & applying two coats of Oil Bound Distemper of approved make, shade & pattern over one coat of wall

primer inculding necessary sand papering, full putty work with min 2 coats to get the required smooth & even surface, scaffolding etc., complete, according to the specifications & relevant

drawings. The rate shall inculde for finishing the painting to obtain an even and uniform shade as directed by the Architect / Engineer Incharge.

Painting Page 30

ITEMRES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT

WATER CHARGES PROFITS &TOTAL


31/167


(1%) OVERHEADS (15%)TOTAL

PT002

10 Sqm

a 55 Sft coverage per Ltr for 2 Coats

Material

Water proofing cement paint 1 Ltr 1.96 200.00 391.42 3.91 59.30 454.63

Carriage of Material 1 L.S 1.000 10.00 10.00 0.10 1.52 11.62

Labour

Painter 1 day 0.46 250.00 115.00 1.15 17.42 133.57



Brushes, Sand paper Sundries ladders, etc 1 L.S 25.00 1.00 25.00 0.25 3.79 29.04

Total per Sqm 68.34

Say 68.00

PTT003

10 Sqm

Material

Zinc Chromate - Primer 1 Ltr 5.80 50.00 290.00 2.90 43.94 336.84

Synthetic enamel paint 1 Ltr 0.80 207.00 165.60 1.66 25.09 192.34

Brushes,Sundries 1 L.S 30.000 1.00 30.00 0.30 4.55 34.85

Carriage 1 L.S 3.000 1.00 3.00 0.03 0.45 3.48

Labour

Painter 1 day 0.660 250.00 165.00 1.65 25.00 191.65


Beldar 1 day 0.120 150.00 18.00 0.18 2.73 20.91

Sundries, ladders,Scaffolding etc 1 L.S 200.000 1.00 200.00 2.00 30.30 232.30


Say 113.00

Applying a Synthetic Enamel Paint on Steel work with approved filler and primer as specified below inclulding cleaning the surfaces,scaffolding(If Necessary) etc., complete all as per

specifications

Providing & applying Waterproof Cement Paint (APEX PAINT) to sponge plastered external wall surfaces of approved shade. The surface should be throughly cleaned & wetted before painting

and curing should be done as per the manufacture's specifications.

Painting Page 31

RATE ANALYSIS


32/167

ITEM


WATER CHARGES

(1%)

PROFITS &


SSW001

Material

Reinforcement steel - Fe 415 1 MT 1.000 41000.00 41000.00 410.00 6211.50 47621.50

Wastage 1 MT 0.030 41000.00 1230.00 12.30 186.35 1428.65

Binding wire 1 Kg 10.000 50.96 509.60 5.10 77.20 591.90

Cover Block 1 No 200.000 3.00 600.00 6.00 90.90 696.90

Labour

Bar bender 1 day 10.000 250.00 2500.00 25.00 378.75 2903.75

Bar bender helper 1 day 10.000 150.00 1500.00 15.00 227.25 1742.25

Sundries 1 L.S 350.000 1.00 350.00 3.50 53.03 406.53

Total per MT 55391.47

s 55400.00

SSW002

1 Kg

MaterialStructural steel 1 MT 0.001 45150.00 47.41 0.47 7.18 55.06


Primer Appendix 2 1 Smt 0.059 16.00 0.95 0.01 0.14 1.10

Welding Charges 1 L.S 1.000 5.00 5.00 0.05 0.76 5.81

Labour

Fitter 1 day 0.014 250.00 3.56 0.04 0.54 4.13

Beldar 1 day 0.053 150.00 8.01 0.08 1.21 9.30


Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Total per Kg 93.92Total per Kg Say 94.00

SSW003

1 Kg

Material

Structural steel 1 MT 0.001 45150.00 47.41 0.47 7.18 55.06


Primer Appendix 2 1 Smt 0.067 16.00 1.07 0.01 0.16 1.24Welding Charges 1 L.S 1.000 5.00 5.00 0.05 0.76 5.81

Labour

Fitter 1 day 0.016 250.00 4.00 0.04 0.61 4.65

Beldar 1 day 0.060 150.00 9.00 0.09 1.36 10.45


RATE ANALYSIS

STEEL WORKS

Providing, fabricating & fixing in position Staircase Railing of 50mm pipe supported by 10mm dia rods weighing 16.85 Kgs Per Sqm with all as per specifications/ relevant drawings inculding one

coat of red oxide primer amd making good walls etc., complete, as directed by the Architect/ Engineer Incharge.

Supplying, fabricating & fixing in position Balconies MS railings made out of sections all as per detailed drawings weighing 15 Kgs per Sqm & specifications inculding one coat of red oxide primer

and making good walls etc., complete, as directed by the Architect / Engineer In Charge.

Steel Reinforcement of cold rolled deformed bars of high yield strength (Fe415 grade / Fe500 Grade) conforming to IS 1786 / or mild steel grade 1 MS rods conforming to IS 432 for RCC works for

R.C.C work including fabrication, straightening, cutting, bending, placing in Position using PVC cover blocks and binding using binding wire etc. complete.

1 MT

Structural Steel Page 32

ITEMRES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT

WATER CHARGES PROFITS &TOTAL


33/167


(1%) OVERHEADS (15%)TOTAL

Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Total per Kg 95.85

Total per Kg Say 96.00

SSW004

1 Kg

Material





Labour

Fitter 1 day 0.014 250.00 3.56 0.04 0.54 4.13

Beldar 1 day 0.053 150.00 8.01 0.08 1.21 9.30


Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Total per Kg 93.92

Total per Kg Say 94.00

SSW005

1 Sqm

Material



Primer Appendix 2 1 Smt 0.059


Labour

Fitter 1 day 0.014 250.00 3.56 0.04 0.54 4.13

Beldar 1 day 0.053 150.00 8.01 0.08 1.21 9.30


Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Total per MT 982.69

Total per Sqm Say 983.00

SSW006

1 NoMaterial





Labour

Supplying, fabricating & fixing in postion MS covers 600 x600 mm size made out of M.S angle frame work 25 x 25 x 6mm fixed in concrete and shuttermade out of 25 x 25 x 3mm M.S angle frame

fixed with M.S plate of 6mm thick. The rate to inculde for providing diagonals 20 x 3mm M.S flat bracings welded to the frame work, necessary hinges, locking arrangements etc., complete,in

accordance to specifications & relevant drawings, as directed by the Architect / Engineer In Charge.

Supplying, fabricating & fixing in position M.S pipe ladder of 2.6 metres height with 50mm dia pipe for sides and 32mm dia pipe for steps at 300mm centre to centre of 450mm width all as per

the specification/ relevant drawings, as directed by the Architect / Engineer In Charge. The rate shall include for necessary anchoring to the walls and fixing in concrete bed. The ladder will be

shop painted with one coat of primer and two coats of synthetic enamel paint of approved colour.

Supplying, fabricating and fixing in postion Corridor Railings of 50mm dia pipe supported by 10mm dia rods weighing 16.85 Kgs per sqm as per specifications/ relevant drawings inculding one

coat of red oxide primer etc., complete, as directed by the Architects/ Engineer In Charge.


ITEM

CORES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT

WATER CHARGES

( %)

PROFITS &

O S ( %)TOTAL


34/167

CODE (1%) OVERHEADS (15%)

Fitter 1 day 73.981 250.00 18495.31 184.95 2802.04 21482.31

Beldar 1 day 52.844 150.00 7926.56 79.27 1200.87 9206.70


Sundries 1 L.S 10.000 1.00 10.00 0.10 1.52 11.62

Total per No 40282.29

Total Say 40282.00

SSW007

10 Sqm

Material

G.I Chain Link 50 x 50mm 1 Sqm 10.500 225.00 2362.50 23.63 357.92 2744.04

Carriage of steel 1 MT 10.500 50.00 525.00 5.25 79.54 609.79Labour

Fitter 1 day 2.140 250.00 535.00 5.35 81.05 621.40

Beldar 1 day 1.620 150.00 243.00 2.43 36.81 282.24

Sundries , Nuts, Bolts and Washers 1 L.S 200.000 1.00 200.00 2.00 30.30 232.30

Total per No 448.98

Total Say 449.00

SSW008

10 Sqm

Material

G.I Chain Link 50 x 50mm 1 Sqm 10.500 225.00 2362.50 23.63 357.92 2744.04


Labour

Fitter 1 day 2.140 250.00 535.00 5.35 81.05 621.40

Beldar 1 day 1.620 150.00 243.00 2.43 36.81 282.24

Sundries , Nuts, Bolts and Washers 1 L.S 200.000 1.00 200.00 2.00 30.30 232.30

Total per No 448.98

Total Say 449.00

Providing, fabricating & erecting Chain Link Fencing 50mm size of 8 guage properly stretched between rectangular poles and fixed with suitable bolts and nuts, the free ends shall be welded to

the pole and block pipe at top & bottom as required inculding cost of all materials, labour, lead & lifts, cutting, bending wherever necessary, lapping etc., complete as per relevant drawings &

specifications. The rate shall inculde necessary door openings, one coat of red oxide primer , as directed by the Architect/ Engineer In Charge.

Providing & fixing of M.S Doors for Electrical , Telephone duct along with all necessary hardware fittings consisting of the following / as detailed in the relevant drawings/ specifications: The M.S

Door with frames made of single rebate profile section of 75 x 60mm of 1.6mm thick CRCA sheet with bottom tie rod, etc., Shutters made of frames and members of M.S Tubular section of

30x30mm panelled with CRCA sheet of 18 SWG double skinned with fixtures such as MS Al drops, tower bolts, etc., as per the drawing with red oxide finish.


RATE ANALYSIS


35/167

ITEM


WATER CHARGES

(1%)

PROFITS &


WP001

10 Sqm

Material

i

Cement Mortar 1:4 1 Cum 0.250 3782.00 945.50 9.46 143.24 1098.20

ii Kota stone slab = 10 Sqm+10% Wastage

Kotah slab 25mm thick - for Waterproofing 1 Sqm 11.000 200.00 2200.00 22.00 333.30 2555.30

iii

Carriage 1 Tonne 0.641 45.00 28.83 0.29 4.37 33.49

iv

Cement Mortar 1:4 1 Cum 0.280 3782.00 1058.96 10.59 160.43 1229.98v



vi

Water Proofing Compound (conplast 421-IC) 1 Ltr 1.373 75.00 102.99 1.03 15.60 119.62

Labour

Beldar 1 day 2.280 150.00 342.00 3.42 51.81 397.23


Labour for top layer & spreading stone grit


Mason 1 day 0.140 250.00 35.00 0.35 5.30 40.65


Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42

Total 639.22

Say 639.00

Bed, 2x10 @2 Kg/m3 = 40 Kg; Joints 4x3.7x0.02x0.037 = 0.011 Cum; 25x0.6x0.02x0.037=0.011 Cum Therefore, Total 0.022 Cum @ 1440 Kg / cum - 31.68 Kg, Total = 71.88 Kg

Water Proofing Compound (conplast 421-IC), Mortar 0.25 + 0.28 =0.53 cum, cement in 0.53 cum @ 510 Kg/cum = 270.3 quintal, cement in slurry = 73 Kg,=343.3 Kg @ 200 ml per bag,

RATE ANALYSIS

WATERPROOFING WORKS

Providing chemical water proofing treatment for toilets, Utility, balcony, chejjas in two layers in CM 1:4 of thickness 35mm for floor, 25mm for walls till floor level and 18mm till 300mm above

floor level with water proof admixture as per manufactures specifications approved by consultants with a min guarantee period of 10 yrs. Note : Plan area shall be the mode of measurement. The

first part consist of application of two layer of ACRYLIC MODIFIED CEMENTITIOUS waterproof coating either single component or two component after base preparation of cleaning, brushing &

removal of flakey materials, grouting the porous area with cementations grout, fixing of weep holes, grouting of pipe outlets etc., and second layer of coating using the same coating when the

first coating is green. The coating shall be applied at intervals and as per the manufactures specifications. Cost to include the treatment along wall upto min 300mm and no extra measurement

shall be accounted for the wall, at all levels, as directed by the Architect/ Engineer In Charge. The coating shall be applied at intervals and as per the manufactures specifications. Cost to include

the treatment along wall upto min 300mm and no extra measurement shall be accounted for the wall, at all levels, as directed by the Architect/ Engineer In Charge

Carriage of stone slab 11 x 0.025 @ 2330 Kg/ m3 = 640.75 Kg

1st Layer, Cement Mortar 1:3 for fixing of stone 10 x 0.025 = 0.25, Rate as per Appendix 5

CM 1:4, 10 0.025 = 0.25 cum, Wastage @ 12% = 0.03 Cum, Total 0.28 Cum

Waterproofing Page 35

ITEM


WATER CHARGES

(1%)

PROFITS &



36/167


WP002

1 Cum

Material

i Cement Slurry


ii Cement Slurry

As per Appendix, Item No 7 1 Cum 0.224 3782.00 847.17 8.47 128.35 983.99

iii

Brick bat 1 Cum 0.940 495.00 465.30 4.65 70.49 540.45

Carriage 1 Cum 0.940 50.00 47.00 0.47 7.12 54.59

As per Appendix, Item No 5 1 Cum 0.500 3782.00 1891.00 18.91 286.49 2196.40

Labour

Beldar 1 day 1.750 150.00 262.50 2.63 39.77 304.89


Mason 1 day 0.140 250.00 35.00 0.35 5.30 40.65

Extra labour for ramming

Beldar 1 day 0.250 150.00 37.50 0.38 5.68 43.56

Sundries 1 L.S 13.650 1.00 13.65 0.14 2.07 15.85

iv Cement Slurry


Beldar 1 day 0.200 150.00 30.00 0.30 4.55 34.85

v

SL No 5.5(a), 20 mm cement plaster 1:4 1 Sqm 10.000 #REF! #REF! #REF!

vi Water Proofing Compound (conplast 421-IC) 1 Ltr 0.902 75.00 67.66 0.68 10.25 78.59

Extra for making chequered for 10 Sqm

Fibre glass tissue reinforcement Type 1 Sqm 10.500 15.00 157.50 1.58 23.86 182.94

Mason 1 day 0.360 250.00 90.00 0.90 13.64 104.54

Beldar 1 day 0.360 150.00 54.00 0.54 8.18 62.72

Sundries 1 LS 15.000 1.00 15.00 0.15 2.27 17.42

Add labour for laying 20mm bed mortar


Total #REF!

Say #REF!

Providing and filling Cinder in sunken portion of toilet using CM 1:3 admixture with necessary admixtures for gouting joints, inculding curing, consolidated compaction etc., complete, in

accordance to the specifications & relevant drawings. Rate shall inculde the cost of waterproofing compound and allied materials required, at all levels, as directed by the Architect/ Engineer In

Charge

Roof Treatment with brick bats and cement mortar


ITEM


WATER CHARGES

(1%)

PROFITS &



37/167


WP003

1 Sqm

Material



Carriage of stone aggregate below 40 mm no 1 cum 0.890 55.00 48.95 0.49 7.42 56.86

Coarse Sand 1 Cum 0.450 826.37 371.87 3.72 56.34 431.92




Labour

Beldar 1 day 1.630 150.00 244.50 2.45 37.04 283.99


Mason 1 day 0.100 250.00 25.00 0.25 3.79 29.04

Sundries 1 L.S 20.000 1.00 20.00 0.20 3.03 23.23

Equipment

Transit Mixer 1 day 0.540 5600.00 3024.00 30.24 458.14 3512.38

Vibrator 1 day 0.540 300.00 162.00 1.62 24.54 188.16

Sundries 1 L.S 50.000 1.00 50.00 0.50 7.58 58.08

Total 7552.66

Say 7553.00

WP004

1 Sqm

MaterialAppendix, Item No. 5 1 Cum 1.000 3782.00 3782.00 3782.00

Labour

Mason 1 day 1.000 250.00 250.00 2.50 37.88 290.38

Beldar 1 day 2.000 150.00 300.00 3.00 45.45 348.45



Sundries 1 L.S 20.000 1.00 20.00 0.20 3.03 23.23

Total 5387.77

Say 5388.00

Providing and laying WaterProofing for the lift walls, collection pits inside by SURFACE METHOD as per manufacturer's specification approved by Consultants. Cost to include base preparation of

Cleaning and brushing the surface, application of neat cement slurry coating evenly over the base and wall mixed with water proofing compound as per manufacturer's specifications. Providing

two coats of (25mm thick) with cement mortar mixed with water proofing compound. if any see page grouting area using injection method through nozzles dia 25mm and for with 2 to 3" deep

shall be out, GI threaded 1.5m both way spacing in wall and raft. The joints between the walls shall be raked, cleaned and grouted with water proof cement slurry, smooth finishing rounding of

the edges, corner and curing etc., complete, in accordance to the specifications & relevant Drawings,as directed by the Architect / Engineer In Charge, with guarantee for a minimum period of 10

years.

Providing Water Proof Treament for inner surface of the Sump tanks, Over head tanks & Septic Tanks as detailed below/in technical specifications, as directed by the Architect / Engineer In

Charge with min 10 Years guarantee. a) Injection Grouting : Water proofing the entire carbonated & leaking R.C.C. structure area by filling the voids within the structure by means of pressure

grouting as described below:- drilling holes of 20 mm dia and 50mm deep near probable water seepage points, horizontal and vertical joints including corners and junctions. Additional holes for

grouting shall be done at required spacing in the above locations, in Zigzag faction. Necessary plastic spouts of I2mm dia shall be f ixed. b) Coating : Surface preparing, filling the cracks, holes etc,

Applying one coat water based epoxy as primer and one coat of epoxy putty (white cement and W.B. epoxy) and one coat of W.B. Epoxy Resistant to water, fungus, dilute acid salt water

chemical, finishing, cleaning etc, complete.


ITEM


WATER CHARGES

(1%)

PROFITS &



38/167

( ) ( )

WP005

30 Sqm

Material

Water proofing membrane + 10% wastage,

in two Coats = 33 Sqm * 2 = 66Sqm

Waterproof Membrane 1 Sqm 66.000 45.00 2970.00 29.70 449.96 3449.66

Bitumen Primer 1 Ltr 12.000 35.00 420.00 4.20 63.63 487.83

Bitumer (blown/residual type) 1 Kg 108.000 25.00 2700.00 27.00 409.05 3136.05

Sundries including fuel 1 LS 500.000 1.00 500.00 5.00 75.75 580.75

Labour

Painter 1 day 2.160 250.00 540.00 5.40 81.81 627.21

Beldar 1 day 3.240 150.00 486.00 4.86 73.63 564.49Unskilled Male labour 1 day 0.180 150.00 27.00 0.27 4.09 31.36

Sundries 1 L.S 20.000 1.00 20.00 0.20 3.03 23.23

Sundries 1 L.S 150.000 1.00 150.00 1.50 22.73 174.23

Total 302.49

Say 302.00

Providing set roof treatment as per IS 6494 : for TERRACE WATERPROOFING as listed below with a min guarantee period of 10 yrs from both the waterproofing agencies excuting water proofing

works and the main contractor.


RATE ANALYSIS


39/167

ITEM


WATER CHARGES

(1%)

PROFITS &


WW001

1 No

Door Frames for Main Door - 125 * 65 mm

a. hard Wood Finger Jointed frame

Material

Hard wood 1 Cum 0.045 31000.00 1401.68 14.02 212.36 1628.06

Carriage of Material 1 Cum 0.045 75.00 3.39 0.03 0.51 3.94

Labour

Carpenter joinery 1 day 0.250 300.00 75.00 0.75 11.36 87.11

Beldar 1 day 0.070 150.00 10.50 0.11 1.59 12.20

Total per No 1731.30

Say 1700.00

b.

MS Hold Fast 450 mm long of 25 x 3mm

MS Flat in PCC 1:2:4

Material

M.S. Flat 6 Nos 0.038 x

Documents

Welworth - Phase - III Rate Analysis