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.
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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.
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ITEM
CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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.
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ITEM
CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
PCC002
1 Cum
1:3:6
Material
Stone Aggregate - 20mm 1 Cum 0.700 734.55 514.19 5.14 77.90 597.23
Stone Aggregate - 12mm 1 Cum 0.240 639.06 153.37 1.53 23.24 178.14
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
Carriage of coarse sand 1 cum 0.470 55.00 25.85 0.26 3.92 30.02
Cement - OPC 43 Grade 1 bag 4.400 280.00 1232.00 12.32 186.65 1430.97
Carriage of cement 1 bag 4.400 3.00 13.20 0.13 2.00 15.33
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
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 3331.21
Say 3331.00
PCC003
1 Cum
1:3:6
Material
Stone Aggregate - 20mm 1 Cum 0.700 734.55 514.19 5.14 77.90 597.23
Stone Aggregate - 12mm 1 Cum 0.240 639.06 153.37 1.53 23.24 178.14
Carriage of stone aggregate below 40 mm n 1 cum 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
Carriage of coarse sand 1 cum 0.470 55.00 25.85 0.26 3.92 30.02
Cement - OPC 43 Grade 1 bag 4.400 280.00 1232.00 12.32 186.65 1430.97
Carriage of cement 1 bag 4.400 3.00 13.20 0.13 2.00 15.33
Labour
Beldar 1 day 0.700 150.00 105.00 1.05 15.91 121.96
Unskilled Female labour 1 day 1.630 125.00 203.75 2.04 30.87 236.66
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.
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Beldar 1 day 2.000 150.00 300.00 3.00 45.45 348.45Unskilled Female labour 1 day 0.900 125.00 112.50 1.13 17.04 130.67
Equipment
Concrete Mixer 1 day 0.070 1376.00 96.32 0.96 14.59 111.88
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
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Unskilled Female labour 1 day 0.900 125.00 112.47 1.12 17.04 130.64
Mason 1 day 0.200 250.00 50.11 0.50 7.59 58.20
Equipment
Concrete Mixer 1 day 0.070 1376.00 95.93 0.96 14.53 111.42
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 12.131 186.00 2256.37 2256.37
Total 7364.39
Say 7364.00
15.8 Sqm
Assuming 25 Repetitions
Material
Shuttering Plywood - 12mm Thk film faced 1 Sqm 0.953 375.00 357.22 3.57 54.12 414.91
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
Shuttering Oil 1 Ltr 1.500 60.00 90.00 0.90 13.64 104.54
Labour
Carpenter shuttering 1 day 3.500 250.00 875.00 8.75 132.56 1016.31
Carpenter helper 1 day 6.000 150.00 900.00 9.00 136.35 1045.35
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
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Unskilled Female labour 1 day 0.900 125.00 112.47 1.12 17.04 130.64
Mason 1 day 0.200 250.00 50.11 0.50 7.59 58.20
Equipment
Concrete Mixer 1 day 0.070 1376.00 95.93 0.96 14.53 111.42
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 9.597 275.00 2639.18 2639.18
Total 8019.16
Say 8019.00
4.5 Sqm
Assuming 20 Repetitions
Material
Shuttering Plywood - 12mm Thk film faced 1 Sqm 0.447 375.00 167.45 1.67 25.37 194.49
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
Shuttering Oil 1 Ltr 0.800 60.00 48.00 0.48 7.27 55.75
Labour
Carpenter shuttering 1 day 1.000 250.00 250.00 2.50 37.88 290.38
Carpenter helper 1 day 2.000 150.00 300.00 3.00 45.45 348.45
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
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
RCC004
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
Unskilled Female labour 1 day 0.900 125.00 112.47 1.12 17.04 130.64
Mason 1 day 0.200 250.00 50.11 0.50 7.59 58.20
Equipment
Concrete Mixer 1 day 0.070 1376.00 95.93 0.96 14.53 111.42
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 10.121 247.00 2499.89 2499.89
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
Shuttering Oil 1 Ltr 1.500 60.00 90.00 0.90 13.64 104.54
Carriage 1 Cum 0.034 65.00 2.19 0.02 0.33 2.55
Labour
Carpenter shuttering 1 day 1.750 250.00 437.50 4.38 66.28 508.16
Carpenter helper 1 day 1.000 150.00 150.00 1.50 22.73 174.23
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
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
RCC005
1 Cum
a
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 18.64 142.91
Beldar 1 day 1.230 150.00 184.48 1.84 27.95 214.27
Unskilled Female labour 1 day 0.900 125.00 112.47 1.12 17.04 130.64
Mason 1 day 0.200 250.00 50.11 0.50 7.59 58.20
Equipment
Concrete Mixer 1 day 0.070 1376.00 95.93 0.96 14.53 111.42
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 10.121 275.00 2783.28 2783.28
Total 7891.29
4.5 Sqm
Assuming 20 Repetitions
Material
Shuttering Plywood - 12mm Thk film faced 1 Sqm 0.447 375.00 167.45 1.67 25.37 194.49
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
Shuttering Oil 1 Ltr 0.800 60.00 48.00 0.48 7.27 55.75
Labour
Carpenter shuttering 1 day 1.000 250.00 250.00 2.50 37.88 290.38
Carpenter helper 1 day 2.000 150.00 300.00 3.00 45.45 348.45
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 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
450mm x 450mm and 2.5m High, Contact Area = (0.45*4*2.5) = 4.5 Sqm
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
RCC006
1 Cum
a
MaterialRMC -M15 1 Cum 1.050 3408.00 3578.40 35.78 542.13 4156.31
Labour
Unskilled Male labour 1 day 1.130 150.00 169.50 1.70 25.68 196.87
Beldar 1 day 2.750 150.00 412.50 4.13 62.49 479.12
Unskilled Female labour 1 day 0.900 125.00 112.47 1.12 17.04 130.64
Mason 1 day 0.240 250.00 60.00 0.60 9.09 69.69
Equipment
Concrete Mixer 1 day 0.080 1376.00 110.08 1.10 16.68 127.86
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
Shuttering Material 1 Sqm 12.872 301.00 3874.47 3874.47
Total 9080.26
Say 9080.00
7.8 Sqm
Assuming 6 Repetitions
Material
Shuttering Plywood - 12mm Thk film faced 1 Sqm 1.985 375.00 744.20 7.44 112.75 864.39
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
Shuttering Oil 1 Ltr 0.600 60.00 36.00 0.36 5.45 41.81
Labour
Carpenter shuttering 1 day 1.250 250.00 312.50 3.13 47.34 362.97
Carpenter helper 1 day 2.500 150.00 375.00 3.75 56.81 435.56
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
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
RCC007
1 Cum
aMaterial
RMC -M20 1 Cum 1.050 3615.00 3795.75 37.96 575.06 4408.76
Labour
Unskilled Male labour 1 day 1.130 150.00 169.50 1.70 25.68 196.87
Beldar 1 day 2.750 150.00 412.50 4.13 62.49 479.12
Unskilled Female labour 1 day 0.900 125.00 112.47 1.12 17.04 130.64
Mason 1 day 0.240 250.00 60.00 0.60 9.09 69.69
Equipment
Concrete Mixer 1 day 0.080 1376.00 110.08 1.10 16.68 127.86
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
Shuttering Material 1 Sqm 6.619 285.00 1886.42 1886.42
Total 7344.66
Say 7345.00
13.5 Sqm
Assuming 8 Repetitions
Material
Shuttering Plywood - 12mm Thk film faced 1 Sqm 2.605 375.00 976.76 9.77 147.98 1134.51
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
Shuttering Oil 1 Ltr 1.500 60.00 90.00 0.90 13.64 104.54
Labour
Carpenter shuttering 1 day 3.000 250.00 750.00 7.50 113.63 871.13
Carpenter helper 1 day 6.000 150.00 900.00 9.00 136.35 1045.35
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
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
RCC009
1 Sqm
aMaterial
RMC -M15 1 Cum 0.105 3408.00 357.84 3.58 54.21 415.63
Labour
Unskilled Male labour 1 day 0.113 150.00 16.95 0.17 2.57 19.69
Beldar 1 day 0.275 150.00 41.25 0.41 6.25 47.91
Unskilled Female labour 1 day 0.090 125.00 11.25 0.11 1.70 13.06
Mason 1 day 0.024 250.00 6.00 0.06 0.91 6.97
Equipment
Concrete Mixer 1 day 0.008 1376.00 11.01 0.11 1.67 12.79
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
Shuttering Material 1 Sqm 0.100 247.00 24.70 24.70
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
Shuttering Oil 1 Ltr 1.500 60.00 90.00 0.90 13.64 104.54
Carriage 1 Cum 0.034 65.00 2.19 0.02 0.33 2.55
Labour
Carpenter shuttering 1 day 1.750 250.00 437.50 4.38 66.28 508.16
Carpenter helper 1 day 1.000 150.00 150.00 1.50 22.73 174.23
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
3.40m Clear span including landing, Contact Area = 5.79 Sqm
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
Waist 2.69 * 1.30 = 3.50 Sqm, Side Shuttering of steps and side of waist-Steps = 8 x 1.30 x 1.15 = 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
Total = 5.79 Sqm, Adding 5% Wastage= 0.29 Sqm, Total = 6.08 Sqm
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)
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Unskilled Male labour 1 day 1.130 150.00 169.50 1.70 25.68 196.87
Beldar 1 day 2.750 150.00 412.50 4.13 62.49 479.12
Unskilled Female labour 1 day 0.900 125.00 112.47 1.12 17.04 130.64
Mason 1 day 0.240 250.00 60.00 0.60 9.09 69.69
Equipment
Concrete Mixer 1 day 0.080 1376.00 110.08 1.10 16.68 127.86
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
Shuttering Material 1 Sqm 10.497 285.00 2991.65 2991.65
Total 8449.89
Say 8450.00
13.5 Sqm
Assuming 8 Repetitions
Material
Shuttering Plywood - 12mm Thk film faced 1 Sqm 2.605 375.00 976.76 9.77 147.98 1134.51
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
Shuttering Oil 1 Ltr 1.500 60.00 90.00 0.90 13.64 104.54
Labour
Carpenter shuttering 1 day 3.000 250.00 750.00 7.50 113.63 871.13
Carpenter helper 1 day 6.000 150.00 900.00 9.00 136.35 1045.35
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
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
RCC011
1 Cum
aMaterial
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 18.64 142.91
Beldar 1 day 1.230 150.00 184.48 1.84 27.95 214.27
Unskilled Female labour 1 day 0.900 125.00 112.47 1.12 17.04 130.64
Mason 1 day 0.200 250.00 50.11 0.50 7.59 58.20
Equipment
Concrete Mixer 1 day 0.080 1376.00 110.08 1.10 16.68 127.86
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
Shuttering Material 1 Sqm 10.121 275.00 2783.28 2783.28
Total 7911.21
Say 7911.00
4.5 Sqm
Assuming 20 Repetitions
Material
Shuttering Plywood - 12mm Thk film faced 1 Sqm 0.447 375.00 167.45 1.67 25.37 194.49
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
Shuttering Oil 1 Ltr 0.800 60.00 48.00 0.48 7.27 55.75
Labour
Carpenter shuttering 1 day 1.000 250.00 250.00 2.50 37.88 290.38
Carpenter helper 1 day 2.000 150.00 300.00 3.00 45.45 348.45
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 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
450mm x 450mm and 2.5m High, Contact Area = (0.45*4*2.5) = 4.5 Sqm
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
RCC012
1 Sqm
a
MaterialRMC -M15 1 Cum 0.105 3408.00 357.84 3.58 54.21 415.63
Labour
Unskilled Male labour 1 day 0.113 150.00 16.95 0.17 2.57 19.69
Beldar 1 day 0.275 150.00 41.25 0.41 6.25 47.91
Unskilled Female labour 1 day 0.090 125.00 11.25 0.11 1.70 13.06
Mason 1 day 0.024 250.00 6.00 0.06 0.91 6.97
Equipment
Concrete Mixer 1 day 0.008 1376.00 11.01 0.11 1.67 12.79
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
Shuttering Material 1 Sqm 2.000 247.00 494.00 494.00
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
Carpenter shuttering 1 day 1.750 250.00 437.50 4.38 66.28 508.16
Carpenter helper 1 day 1.000 150.00 150.00 1.50 22.73 174.23
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
Total = 5.79 Sqm, Adding 5% Wastage= 0.29 Sqm, Total = 6.08 Sqm
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)
Batten Calculation
100 mm x 75 mm, 4 x 1.30 x 0.100 x 0.075 =0.039/8=0.004875 Cum
3.40m Clear span including landing, Contact Area = 5.79 Sqm
Waist 2.69 * 1.30 = 3.50 Sqm, Side Shuttering of steps and side of waist-Steps = 8 x 1.30 x 1.15 = 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
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ITEM
CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Unskilled Male labour 1 day 2.000 150.00 300.00 3.00 45.45 348.45
Unskilled Female labour 1 day 0.700 125.00 87.50 0.88 13.26 101.63
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.
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ITEM
CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Carriage of Blocks 1 Nos 131.250 0.50 65.63 0.66 9.94 76.22
Labour
Mason 1 day 1.000 250.00 250.00 2.50 37.88 290.38
Unskilled Male labour 1 day 2.000 150.00 300.00 3.00 45.45 348.45
Unskilled Female labour 1 day 1.000 125.00 125.00 1.25 18.94 145.19
Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42
Total per Sqm 477.62
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 Blocks 1 Nos 131.250 0.50 65.63 0.66 9.94 76.22
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
Unskilled Male labour 1 day 2.000 150.00 300.00 3.00 45.45 348.45
Unskilled Female labour 1 day 1.000 125.00 125.00 1.25 18.94 145.19
Sundries 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42
Total per Sqm 382.73
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.
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Unskilled Male labour 1 day 0.750 150.00 112.50 1.13 17.04 130.67
Unskilled Female labour 1 day 0.920 125.00 115.00 1.15 17.42 133.57
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
Unskilled Male labour 1 day 0.270 150.00 40.50 0.41 6.14 47.04
Extra for Hacking 1 L.S 15.000 1.00 15.00 0.15 2.27 17.42
Total per Sqm 134.11
Say 134.00
PLW002
10 Sqm
CM 1:6
Material
As per Appendix -1, Item No. - 3 1 Cum 0.144 3498.00 503.71 5.04 76.31 585.06
Labour
Mason 1 day 0.670 250.00 167.50 1.68 25.38 194.55
Unskilled Male labour 1 day 0.750 150.00 112.50 1.13 17.04 130.67
Unskilled Female labour 1 day 0.920 125.00 115.00 1.15 17.42 133.57
Scaffolding & Sundries 1 L.S 30.000 1.00 30.00 0.30 4.55 34.85
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.
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Unskilled Male labour 1 day 0.270 150.00 40.50 0.41 6.14 47.04
Total per Sqm 128.04
Say 128.00
PLW003
10 Sqm Under Layer 12mm Thk in CM 1 : 6
CM 1:6
Material
As per Appendix -1, Item No. - 5 1 Cum 0.144 3498.00 503.71 5.04 76.31 585.06
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
Unskilled Male labour 1 day 0.750 150.00 112.50 1.13 17.04 130.67
Unskilled Female labour 1 day 0.920 125.00 115.00 1.15 17.42 133.57
Scaffolding & Sundries 1 L.S 10.000 1.00 10.00 0.10 1.52 11.62
10 Sqm Over Layer 6mm Thk in CM 1 : 3
CM 1:3
Material
As per Appendix -1, Item No. - 5 1 Cum 0.072 5209.00 375.05 3.75 56.82 435.62
LabourMason 1 day 0.510 250.00 127.50 1.28 19.32 148.09
Unskilled Male labour 1 day 0.750 150.00 112.50 1.13 17.04 130.67
Unskilled Female labour 1 day 0.920 125.00 115.00 1.15 17.42 133.57
Scaffolding & Sundries 1 L.S 30.000 1.00 30.00 0.30 4.55 34.85
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
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RES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNTWATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Scaffolding & Sundries 1 L.S 10.000 1.00 10.00 0.10 1.52 11.62
Total for 1.184 Bags of Cement used in the Mix 20.85
Unskilled Male labour 1 day 0.270 150.00 40.50 0.41 6.14 47.04
Total per Sqm 218.13
Say 218.00
PLW004
10 Sqm
CM 1:6,
Material
As per Appendix -1, Item No. - 3 1 Cum 0.144 3498.00 503.71 5.04 76.31 585.06
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
Unskilled Male labour 1 day 0.750 150.00 112.50 1.13 17.04 130.67
Unskilled Female labour 1 day 0.920 125.00 115.00 1.15 17.42 133.57
Scaffolding & Sundries 1 L.S 30.000 1.00 30.00 0.30 4.55 34.85
Labour for Sponge Finish
Mason 1 day 0.270 250.00 67.50 0.68 10.23 78.40
Unskilled Male labour 1 day 0.270 150.00 40.50 0.41 6.14 47.04
Total per Sqm 129.71
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.
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SL NOItem
CodeRES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
6.1 FLR001
10 Sqm
Material
Stone Aggregate - 12mm 1 Cum 0.29 639.06 182.13 1.82 27.59 211.55
Stone Aggregate - 6mm 1 Cum 0.14 525.00 73.50 0.74 11.14 85.37
Carriage of stone aggregate below 40 mm n 1 cum 0.43 55.00 23.38 0.23 3.54 27.15
Coarse Sand 1 Cum 0.21 826.37 175.60 1.76 26.60 203.96
Carriage of coarse sand 1 cum 0.21 55.00 11.69 0.12 1.77 13.58
Cement - OPC 43 Grade 1 bag 4.00 280.00 1120.00 11.20 169.68 1300.88
Carriage of cement 1 bag 4.00 3.00 12.00 0.12 1.82 13.94
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
Unskilled Female labour 1 day 1.04 125.00 130.00 1.30 19.70 151.00
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
Total per Sqm 278.56
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
As per Appendix, Item No.6 1 Cum 0.024 2927.00 70.25 0.70 10.64 81.59
Mortar for pointing in white Cement 1 L.S 3.640 1.00 3.64 0.04 0.55 4.23
Cement - OPC 43 Grade 1 bag 0.070 280.00 19.60 0.20 2.97 22.77
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
Unskilled Male labour 1 day 0.200 150.00 30.00 0.30 4.55 34.85
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.
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SL NOItem
CodeRES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
Sundries including carriage of cement 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65
Total per Sqm 699.94
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
As per Appendix, Item No.6 1 Cum 0.024 2927.00 70.25 0.70 10.64 81.59
Mortar for pointing in white Cement 1 L.S 5.000 1.00 5.00 0.05 0.76 5.81
Cement - OPC 43 Grade 1 bag 0.070 280.00 19.60 0.20 2.97 22.77
Cement for slurry over bed @ 3.3 Kg per Sqm
Carriage of Tiles 1 nos 1.100 0.25 0.28 0.00 0.04 0.32
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
Unskilled Male labour 1 day 0.240 150.00 36.00 0.36 5.45 41.81
Sundries including carriage of cement 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65
Total per Sqm 751.05
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
As per Appendix, Item No.6 1 Cum 0.024 2927.00 70.25 0.70 10.64 81.59
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
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 34.85
Labour
Mason 1 day 0.200 250.00 50.00 0.50 7.58 58.08
Unskilled Male labour 1 day 0.200 150.00 30.00 0.30 4.55 34.85
Sundries 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65
Total per Sqm 513.21
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.
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SL NOItem
CodeRES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
6.4 FLR005
1 Sqm
Material
Ceramic tiles 1 Sqm 1.000 182.00 182.00 1.82 27.57 211.39
Wastage & Breakage @ 2.5% 1 Nos 0.100 182.00 18.20 0.18 2.76 21.14
As per Appendix, Item No.6 1 Cum 0.024 2927.00 70.25 0.70 10.64 81.59
Mortar for pointing in white Cement 1 L.S 1.000 20.20 20.20 0.20 3.06 23.46
Cement - OPC 43 Grade 1 bag 0.070 280.00 19.60 0.20 2.97 22.77
Cement for slurry over bed @ 3.3 Kg per Sqm
Carriage of Tiles 1 nos 12.222 0.25 3.06 0.03 0.46 3.55
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
Unskilled Male labour 1 day 0.300 150.00 45.00 0.45 6.82 52.27
Sundries 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65
Total per Sqm 610.72
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
As per Appendix, Item No.6 1 Cum 0.024 2927.00 70.25 0.70 10.64 81.59
Mortar for pointing in white Cement 1 L.S 1.000 20.20 20.20 0.20 3.06 23.46
Cement - OPC 43 Grade 1 bag 0.070 280.00 19.60 0.20 2.97 22.77
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 34.85
Labour
Mason 1 day 0.200 250.00 50.00 0.50 7.58 58.08
Unskilled Male labour 1 day 0.200 150.00 30.00 0.30 4.55 34.85
Sundries 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65
Total per Sqm 544.17
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
As per Appendix, Item No.6 1 Cum 0.024 2927.00 70.25 0.70 10.64 81.59
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
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SL NOItem
CodeRES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
Mortar for pointing in white Cement 1 L.S 1.000 30.00 30.00 0.30 4.55 34.85
Cement - OPC 43 Grade 1 bag 0.070 280.00 19.60 0.20 2.97 22.77
Cement for slurry over bed @ 3.3 Kg per Sqm
Carriage of Tiles 1 nos 1.100 0.25 0.28 0.00 0.04 0.32
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
Unskilled Male labour 1 day 0.240 150.00 36.00 0.36 5.45 41.81
Sundries 1 L.S 35.000 1.00 35.00 0.35 5.30 40.65
Total per Sqm 559.06
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
Wastage & Breakage @ 2.5% 1 Nos 0.025 690.00 17.25 0.17 2.61 20.04
As per Appendix, Item No6 1 Cum 0.024 2927.00 70.25 0.70 10.64 81.59
Mortar for pointing in white Cement 1 L.S 1.000 20.20 20.20 0.20 3.06 23.46
xtra not included Cement - OPC 43 Grade 1 bag 0.070 280.00 19.60 0.20 2.97 22.77
Cement for slurry over bed @ 3.3 Kg per Sqm
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
Unskilled Female labour 1 day 1.040 125.00 130.00 1.30 19.70 151.00
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
Total per Sqm 2098.74
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)
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SL NOItem
CodeRES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Wastage & Breakage @ 2.5% 1 Nos 0.100 690.00 69.00 0.69 10.45 80.14
As per Appendix, Item No6 1 Cum 0.024 2927.00 70.25 0.70 10.64 81.59
Mortar for pointing in white Cement 1 L.S 1.000 20.20 20.20 0.20 3.06 23.46
Nosing is not done Cement - OPC 43 Grade 1 bag 0.070 280.00 19.60 0.20 2.97 22.77
Cement for slurry over bed @ 3.3 Kg per Sqm
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
Unskilled Male labour 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
Total per Sqm 3359.46
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
Carriage of Tiles 1 nos 1.100 0.25 0.28 0.00 0.04 0.32
Labour
Mason 1 day 0.200 250.00 50.00 0.50 7.58 58.08
Unskilled Male labour 1 day 0.200 150.00 30.00 0.30 4.55 34.85
Sundries and Carriage of Cement 1 L.S 50.000 1.00 50.00 0.50 7.58 58.08
Total per Sqm 1352.59
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.
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SL NOItem
CodeRES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
1 Sqm
Material
Ceramic tiles 1 Sqm 1.000 182.00 182.00 1.82 27.57 211.39
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
Mortar for pointing in white Cement 1 L.S 1.000 20.20 20.20 0.20 3.06 23.46
Cement - OPC 43 Grade 1 bag 0.070 280.00 19.60 0.20 2.97 22.77
Cement for slurry over bed @ 3.3 Kg per Sqm
Carriage of Tiles 1 nos 11.667 0.25 2.92 0.03 0.44 3.39
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
Unskilled Male labour 1 day 0.300 150.00 45.00 0.45 6.82 52.27
Sundries 1 L.S 26.910 1.00 26.91 0.27 4.08 31.26
Total per Sqm 590.59
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
Carriage of coarse sand 1 cum 0.500 55.00 27.50 0.28 4.17 31.94
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
Unskilled Male labour 1 day 0.500 150.00 75.00 0.75 11.36 87.11
Sundries 1 L.S 25.000 1.00 25.00 0.25 3.79 29.04
Total per Sqm 657.72
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
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ITEM
CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
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CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
(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
Painter helper 1 day 0.23 150.00 34.50 0.35 5.23 40.07
Unskilled Female labour 1 day 0.10 125.00 12.50 0.13 1.89 14.52
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
Painter helper 1 day 0.660 150.00 99.00 0.99 15.00 114.99
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
Total per Sqm 112.74
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
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ITEM
CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Carriage of steel 1 MT 0.001 50.00 0.05 0.00 0.01 0.06
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
Unskilled Female labour 1 day 0.007 125.00 0.89 0.01 0.13 1.03
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
Carriage of steel 1 MT 0.001 50.00 0.05 0.00 0.01 0.06
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
Unskilled Female labour 1 day 0.008 125.00 1.00 0.01 0.15 1.16
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
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CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
(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
Structural steel 1 MT 0.001 45150.00 47.41 0.47 7.18 55.06
Carriage of steel 1 MT 0.001 50.00 0.05 0.00 0.01 0.06
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
Unskilled Female labour 1 day 0.007 125.00 0.89 0.01 0.13 1.03
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
Structural steel 1 MT 0.018 45150.00 812.70 8.13 123.12 943.95
Carriage of steel 1 MT 0.018 50.00 0.90 0.01 0.14 1.05
Primer Appendix 2 1 Smt 0.059
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
Unskilled Female labour 1 day 0.007 125.00 0.89 0.01 0.13 1.03
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
Structural steel 1 MT 0.106 45150.00 4771.79 47.72 722.93 5542.43
Carriage of steel 1 MT 0.106 50.00 5.28 0.05 0.80 6.14
Primer Appendix 2 1 Smt 1.224 16.00 19.58 0.20 2.97 22.75
Welding Charges 1 L.S 1.000 150.00 150.00 1.50 22.73 174.23
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.
Structural Steel Page 33
ITEM
CORES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
( %)
PROFITS &
O S ( %)TOTAL
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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
Unskilled Female labour 1 day 26.422 125.00 3302.73 33.03 500.36 3836.13
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
Carriage of steel 1 MT 10.500 50.00 525.00 5.25 79.54 609.79
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.
Structural Steel Page 34
RATE ANALYSIS
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ITEM
CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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
Cement - OPC 43 Grade 1 bag 1.438 280.00 402.53 4.03 60.98 467.54
Carriage of cement 1 bag 1.438 3.00 4.31 0.04 0.65 5.01
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
Unskilled Male labour 1 day 1.000 150.00 150.00 1.50 22.73 174.23
Labour for top layer & spreading stone grit
Unskilled Male labour 1 day 1.080 150.00 162.00 1.62 24.54 188.16
Mason 1 day 0.140 250.00 35.00 0.35 5.30 40.65
Unskilled Female labour 1 day 0.450 125.00 56.25 0.56 8.52 65.33
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
CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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CODE (1%) OVERHEADS (15%)
WP002
1 Cum
Material
i Cement Slurry
Cement - OPC 43 Grade 1 bag 0.550 280.00 154.00 1.54 23.33 178.87
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
Unskilled Female labour 1 day 0.280 125.00 35.00 0.35 5.30 40.65
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
Cement - OPC 43 Grade 1 bag 0.550 280.00 154.00 1.54 23.33 178.87
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
Beldar 1 day 0.540 150.00 81.00 0.81 12.27 94.08Unskilled Female labour 1 day 0.540 125.00 67.50 0.68 10.23 78.40
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
Waterproofing Page 36
ITEM
CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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CODE (1%) OVERHEADS (15%)
WP003
1 Sqm
Material
Stone Aggregate - 20mm 1 Cum 0.670 734.55 492.15 4.92 74.56 571.63
Stone Aggregate - 12mm 1 Cum 0.220 639.06 140.59 1.41 21.30 163.30
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
Carriage of coarse sand 1 cum 0.450 55.00 24.75 0.25 3.75 28.75
Cement - OPC 43 Grade 1 bag 6.400 280.00 1792.00 17.92 271.49 2081.41
Carriage of cement 1 bag 6.400 3.00 19.20 0.19 2.91 22.30
Labour
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
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
Unskilled Female labour 1 day 0.500 125.00 62.50 0.63 9.47 72.59
Unskilled Male labour 1 day 5.000 150.00 750.00 7.50 113.63 871.13
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.
Waterproofing Page 37
ITEM
CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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( ) ( )
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.
Waterproofing Page 38
RATE ANALYSIS
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ITEM
CODERES TYPE ITEM FACTOR UNIT COEFFICIENT BASIC RATE AMOUNT
WATER CHARGES
(1%)
PROFITS &
OVERHEADS (15%)TOTAL
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