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2.32
Code Description Unit Quantity Rate Amount
Details of cost for 100 sqm.
Labour
0114 Beldars Day 0.60 135.00 81.00
0115 Coolies Day 0.25 125.00 31.25
9999 Sundries L.S. 1.82 1.26 2.29
Total 114.54
Add 1% for water charges 1.15
Total 115.69
Add 15% for contractors profit
and overheads 17.35
Cost of 100 sqm. 133.04
Cost of 1 sqm. 1.33
2.35.1.1
2.35.2
Code Description Unit Quantity Rate Amount
Details of cost for 10 metres
Materials:
Chlorpyriphos 1%
concentration =10.0x0.30x7.5 =
22.5 litres7022 Chlorpyriphos 20% E.C.
required 22.5/20 = litre 1.125 to
be 0.001.125 litres. Supplied free of
costLabour
0114 Beldars (for excavating
channel ) rodding in chemical
spraying the emulssion and
refilling the same Day 0.33
135.25 44.63 Day 0.33 135.00 44.55
9999 Sundries and rent of
sprayer etc L.S. 13.52 1.00
13.52 L.S 13.52 1.26 17.04
TOTAL 61.59
Add 1% for water charges 0.62TOTAL 62.20
Add 15% for C.P. and
overheads 9.33
Cost of 10 sqm 71.53
Cost of 1 sqm. 7.152.35 :
2.35.2 :
2.35.2.1 : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
Clearing grass and removal of the rubbish up to a distance of 50 m
Outside the periphery of the area cleared.
Along external wall where the apron is not provided using chemical
emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
Diluting and injecting chemica emulsion for POST-CONSTRUCTIONAL anti-
Along the external wall below concrete or masonry apron using chemical
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Code Description Unit Quantity Rate Amount
Details of cost for 10 metres
Materials:
7022Chlorpyriphos 1% concentration =
10x2.25 =22.5 litres litre 1.125
to be supplied
free of cost0.000
Chlorpyriphos 20% required =
22.5/20 = 1.125 litres
Labour:
0114Beldar (for drilling holes and
injecting chemical) Day 0.40 135.00 54
9,999
Sundries and rent of a sprayer and
mortar and making good the holes
L.S. 35.88 1.26 45.21TOTAL 99.21
Add 1 % for water charges 0.99TOTAL 100.20
Add for contractors profit and
overheads @ 15% 15.03Cost for 10 metres 115.23
Cost for 1 metre 11.52
Details of Cost for 100 Cum.
Labour
(i) Mistry Nos 0.16 200.00 32.00
(ii) Beldar Nos 13.33 135.00 1799.55
(iii) Coolies Nos 5.00 125.00 625.00
(iv) Black smith for sharpening of
tools etc. Nos 0.16 190.00 30.40
(v) Sundries Nos 0.00 0.00
Total 2486.95
373.04Total 2859.99
28.60
2.34
2.34.1
Code Description Unit Quantity Rate Amount
Details of cost of 100 litres
7022 Chlorpyriphos E.C. 20% Litre 100.00 150.00 15000.00
2342 Carriage of chemical quintal 1.00 5.32 5.32
Total 15005.32
Add 1% for water charges 150.05Total 15155.37
Add for contractors profit and
overheads @ 15% 2273.31
Cost for 100 litres 17428.68
Cost for 01 litres 174.29
Say 174.30
2.27
Filling availble excatvated earth (Excluding rock) in trenches plinth side of
Add 15 % C.P
Cost of 1 cum
Supplying chemical emulsion in sealed containers including delivery as spe
Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
Supplying and filling in plinth with Jamuna sand under floors including,
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Code Description Unit Quantity Rate Amount
Details of cost for 10 cum.
Materials
6501 Jamuna sand cum 10.00 247.00 2470.00
2335 Carriage of Jamuna sand cum 10.00 0.00 0.00
Labour
0114 Beldars Day 0.89 135.00 120.15
0115 Coolies Day 1.07 125.00 133.75
0101 Bhishti Day 0.35 160.00 56.00
Total 2779.90
Add for water charge @ 1 % 27.80
Total 2807.70
Add for contractors profit and
over-heads @ 15% 421.15
Cost of 10 cum. 3228.85
Cost of 1 cum. 322.89
4.1.8
DESCRIPTION UNIT QTY. RATE AMOUNT
Details of cost for 1 Cum.
MATERIALS
Stone aggregate 40 mm Cum 0.65 1220.00 793.00
Stone aggregate 20 mm Cum 0.24 1270.00 304.80
Coarse Sand Cum 0.47 1150.00 540.50
Cement 0.2833 Cum. Tonne 0.17 5060.00 860.20
LABOUR
Mason Each 0.10 190.00 19.00
Beldar Each 1.63 135.00 220.05
Bhisti Each 0.70 160.00 112.00
Mixer Each 0.07 400.00 28.00
Vibrator Each 0.07 200.00 14.00
Sundries L.S. 13.52 1.26 17.04
TOTAL 2908.59
Add 1% For water charges 29.09
TOTAL 2937.67
Add 15 % For contractor profit 440.65
3378.32
4.17
Code Description Unit QTY. Rate Amount
Details of cost for 10 sqm
Materials
0287 Brick aggregate 40 mm size cum 0.75 360.00 270.00
2260 Carriage of brick aggregate cum 0.75 0.00
0983 Fine sand 60 cu.dm. per 10
sqm
cum 0.06 247.00 14.82
2261 Carriage of Fine sand cum 0.06 0.00
watering, ramming consolidating and dressing complete.
1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement
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Dressing the ground including
cutting and filling up to 15 cm
0114 Beldar Day 0.16 135.00 21.60
0114 Coolie Day 0.11 125.00 13.75
Cement concrete 1:3:6 Qty. of
cement
concrete 1:3:6 on 10 sqmarea = 0.5 cum
Materials (for C.C. 1:3:6)
0295 Stone aggregate 20 mm
nominal size
cum 0.35 1270.00 444.50
0297 Stone aggregate 10 mm
nominal size
cum 0.12 1270.00 152.40
2202 Carriage of stone aggregate cum 0.47 0.00 0.00
0982 Coarse sand cum 0.23 1150.00 264.50
2203 Carriage of Coarse sand cum 0.23 0.00 0.00
367 Cement tonne 0.11 5060.00 556.60
2209 Carriage of cement tonne 0.11 0.00 0.00 Labour (for C.C. 1:3:6)
0114 Beldar Day 1.00 135.00 135.00
0155 Mason Day 0.05 190.00 9.50
0101 Bhishti Day 0.33 160.00 52.80
9999 Hire and runing charges of
mechanical mixer
L.S. 13.39 1.26 16.87
9999 Sundries 6.76 1.26 8.52
Labour
0155 Mason Day 0.27 190.00 51.30
0114 Beldar Day 1.08 135.00 145.80
0115 Coolie Day 1.08 125.00 135.00
TOTAL 2292.96
Add 1% for water charges 22.93
TOTAL 2315.89
Add 15% for C.P. and
overheads
347.38
Cost for 10 sqm 2663.27
Cost for 1 sqm 266.33
5.33
DESCRIPTION UNIT QTY. RATE AMOUNT
Details of cost for 1.00 Cum.
MATERIALSStone aggregate 20 mm Cum 0.57 1270.00 723.90
Stone aggregate 10 mm Cum 0.28 1270.00 355.60
Coarse Sand Cum 0.425 1150.00 488.75
Cement 0.2833 Cum. Tonne 0.41 5060.00 2074.60
Plasticizer 0.50% of cement 2.05 30.00 61.50
Production cost of concrete by
batch mix plant. 1.00 200.00 200.00
Providing and laying in position machine batched, machine mixed and machine
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Pumping charges of concrete.1.00 80.00 80.00
LABOUR
Mason Each 0.17 190.00 32.30
Beldar Each 2.00 135.00 270.00
Bhisti Each 0.90 160.00 144.00
0.07 Vibrator Each 0.07 200.00 14.00
Sundries L.S. 13.00 1.26 16.38TOTAL 4461.03
Add 1% For water charges 44.61
TOTAL 4505.64
Add 15 % For contractor profit 675.85
5181.49
5.9
5.9.1
Code Description Unit Quantity Rate Amount
Details of cost for footing size
2.70 m x 2.70 m x 1.00 m
Contact area = 10.80 Sqm.
Materials :
Assuming shuttering material will
become
unserviceable after use of 40
times
Adding for maintenance @ 10
% of cost
Taking salvage value after full
use of material
@ 25 % of cost7319 Wall form panel 1250x500mm each 0.34 980.00 333.20
Qty taken for cost of using once
=16x0.85/40 = 0.34
7326 Corner angle ( 1.50 m long ) each 0.085 280.00 23.80
Qty taken for cost of using once
=4x0.85/40 = 0.085
7327 100mm channel shoulders 2.5 m
long
each 0.17 1000.00 170.00
Qty taken for cost of using once
=8x0.85/40 = 0.17
7328 Double clip ( bridge clip ) each 0.34 75.00 25.50
Qty taken for cost of using once=16x0.85/40 = 0.34
7329 Single clip each 0.17 60.00 10.20
Qty taken for cost of using once
=8x0.85/40 = 0.17
7330 MS tube 40 mm = 4x2.70m =
10.80 m
metre 0.2295 225.00 51.64
Qty taken for cost of using
once=10.8x0.85/40=0.2295
Centering and shuttering including strutting, propping etc. and removal of form
Foundations, footings, bases of columns, etc. for mass concrete.
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9999 Assembly nuts & bolts L.S. 22.10 1.26 27.85
Qty taken for cost of using
once=1040x0.85/40=22.10
9999 Carriage L.S. 78.00 1.26 98.28
Labour :
0116 Fitter Grade-I Day 0.75 150.00 112.50
0114 Beldar Day 1.50 135.00 202.50
9999 Shuttering oil L.S. 52.00 1.26 65.529999 Sundries L.S. 26.00 1.26 32.76
TOTAL 1153.74
Add 1% for water charges 11.54
TOTAL 1165.28
Add 15% for C.P. and
overheads
174.79
Cost of 10.80 Sqm 1340.07
Cost of 1 Sqm 124.08
Say 124.08
5.9
5.9.3
Code Description Unit Quantity Rate Amount
Details of cost for a room
4.50x3 = 13.50 sqm, height 3.50
m
Materials :
Adding for maintenance @ 10
% of cost
Taking salvage value after full
use of material @ 25 % of cost 1. Plates ( size 0.75x0.60 )
Angle 40x40x5mm
2x0.75 = 1.50 m
2x0.60 = 1.20 m
=2.70 m @ 3.00 kg/m = 8.10 kg
sheet 1.60 mm thick
0.75x0.60 =0.45 sqm
0.45 sqm @ 12.55 kg/sqm
=5.65 kg
Weight of one plate =13.75 kg
Add for wastage @ 5% = 0.69kg
Total weight of all plates = 5x 6 x
14.44 = 433.20 kg
Qty taken for cost of using once =
433.20 x 0.85 / 40 =9.2055 kg
kg 9.2055 42.64 392.52
Centering and shuttering including strutting, propping etc. and removal of form
Suspended floors, roofs, landings, balconies and access platform.
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7342 2. Adjustable span- ESOSI ( 2.35
3.40m ) Qty taken for cost of
using once=5x0.85/40=0.1063
each 0.1063 1600.00 170.08
7343 3. Adjustable telscopi prop
3m(2.02-3.75m)
each 0.1275 1000.00 127.50
Qty taken for cost of using
once=6x0.85/40=0.12759999 4. Assembly Nuts & bolts etc. L.S. 22.10 1.26 27.85
Qty taken for cost of using
once=1040x0.85/40=22.10
9999 Carriage L.S. 130.00 1.26 163.80
Labour :
0116 Fitter Grade-I Day 3.00 150.00 450.00
0114 Beldar Day 6.00 135.00 810.00
9999 Shuttering oil L.S. 78.00 1.26 98.28
9999 Sundries L.S. 50.02 1.26 63.03
TOTAL 2303.05
Add 1% for water charges
except on 'X'
19.11
TOTAL 2322.16
Add 15% for C.P. and
overheads except on 'X'
289.45
Cost of 13.50 Sqm 2611.60
Cost of 1 Sqm 193.45
Say 193.45
5.9
5.9.5
Code Description Unit Quantity Rate Amount
Consider a beam of 6.0m clear
span, 0.50 m deep
0.30 m wide and height 3.50 m
from floor
6.60x0.50x0.30 =0.99 cum
1x1.30x6.00 =7.80 sqm
Materials :
Assuming shuttering will become
unserviceable after use of 40
times Adding for maintenance @
10% of cost of material Less
salvage value of material after @25 % of cost of material full use
1. Steel plates for sides and
bottom
( plate size 1.20x0.50 )
Angle 40x40x5mm
2x1.20 = 2.40 m , 3x0.50 = 1.50
m
Lintels, beams, plinth beams, girders, bressumers and cantilevers.
Centering and shuttering including strutting, propping etc. and removal of form
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Total 3.90 m @ 3.00 kg/m =
11.70 kg
sheet 1.60 mm thick
1.20x0.50 =0.60 sqm
0.45 sqm @ 12.55 kg/sqm
=7.53 kg
Weight of one plate =19.23 kg +
Add for wastage @ 5% = 0.96 kgTotal =20.19 Kg
Total weight of all plates
3x5x20.19 = 302.85 Kg or 3.03 q
Qty taken for cost of using
once=302.85x0.85/40
=6.4356 kg
(X) Rate as per item no 10.1 kg 6.4356 42.64 274.41
7343 (ii) Adjustable telscopi prop
3m(2.02-3.75m)
each 0.1275 1000.00 127.50
Qty taken for cost of using
once=6x0.85/40=0.12757344 (iii) Beam clamp 300-380 mm
(450-1070mm)
each 0.1063 375.00 39.86
Qty taken for cost of using
once=5x0.85/40=0.1063
set
9999 4. Assembly Nuts & bolts etc. L.S. 22.10 1.26 27.85
Qty taken for cost of using
once=1040x0.85/40=22.10
9999 Carriage L.S. 78.00 1.26 98.28
Labour :
0116 Fitter Grade-I Day 1.25 150.00 187.50
0114 Beldar Day 2.50 135.00 337.50
9999 Shuttering oil L.S. 39.00 1.26 49.14
9999 Sundries,paper tape etc. L.S. 24.61 1.26 31.01
TOTAL 1173.05
Add 1% for water charges
except on 'X'
8.99
TOTAL 1182.04
Add 15% for C.P. and
overheads except on 'X'
136.14
Cost of 7.80 Sqm 1318.18
Cost of 1 Sqm 169.00
Say 169.00
5.9
5.9.6
Code Description Unit Quantity Rate Amount
Details of cost for
Size of column 450x450 mm and
2.50 m high
Centering and shuttering including strutting, propping etc. and removal of form
Columns, Pillars, Piers, Abutments, Posts and Struts.
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(i) Cost of plank 38 mm (2nd
class kail wood )
Waist 2.69x1.30 =3.50 sqm.
Side shuttering of steps and side
of waist-Steps
=8x1.30x1.15 = 1.56 sqm.
face of landing 1x1.30x0.15
=0.20 sqm.Side of waist 2.69x0.13
=0.35 sqm
Side of steps
8x0.50x0.30x0.15 = 0.18 sqm
Total = 5.79 sqm.
Wastage 5% =0.29 sqm.
Total = 6.08 sqm.
Cubical content = 6.08x0.038=
0.231cum=231 dm3
1198 Qty taken for cost of using
once=231/8=28.875dm3
10 dm3 28.875 178.00 513.98
(ii) Batten 100 mm X 75 mm
( 2nd class kail wood in scantling
)
4x1.30x0.100x0.075 = 0.039 cum
=39 dm3
1197 Qty taken for cost of using once =
39 / 8 = 4.875 dm3
10 dm3 4.875 160.00 78.00
(iii) Safeda Ballies 125 mm dia
2 x 4 x 0.80 = 6.40m
302 Qty taken for cost of using once=
6.40/8 = 0.80 m
metre 0.80 29.00 23.20
Carriage of timber- Planks = 0.231 cum.
Battens = 0.039 cum
Ballies 6.4x3.142/4x(0.125)2
=
0.079 cum.
Total = 0.349 cum
2204 Qty taken for cost of using
once=0.349/8=.04363m3
cum 0.04363 60.81 2.65
Labour
For assembling, erection,
dismantling & cleaning
0112 Carpenter 2nd class Day 1.75 190.00 332.50
0114 Beldar Day 1.00 135.00 135.00
9999 Sundries L.S. 16.12 1.26 20.31
TOTAL 1105.64
Add 1% for water charges 11.06
TOTAL 1116.70
Add 15% for C.P. and
overheads
167.50
Cost of 5.79Sqm 1284.20
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Cost of 1 Sqm 221.80
Say 221.80
5.9
5.9.16
5.9.16.1 Under 20 cm wide
Code Description Unit Quantity Rate Amount
Under 20 cm wide
Consider a 3mx3m slab 15 cm
thick
12m edge length
Assuming that the timber will
become
unserviceable after being used 8
times.
(i) Planks 30mm thick(2nd class
kail wood or
equivalent local soft wood)
4x3 x 0.15 x0.030 = 0.054 cum
Wastage @ 5% =0.003 cum
Total = 0.057 cum. Or 57 cudm
1198 Qty taken for cost of using
once=57/8=7.125 cudm10 dm
3 7.125 178.00 126.83
(ii)Battens 75mmx100mm(2nd
class Kail wood)
Horizontal 2x4x0.075x0.10x0.50
=0.030
Horizontal 2x4x0.075x0.10x1.50
=0.090
(iii)Vertical battens
16 x 0.15 x 0.075 x 0.03 M =
0.0054
(iv) Struts
16 x 0.25 x 0.075 x 0.075 =
0.0225
Total 0.1479 cum
Wastage @ 5% =0.0074 cum
Total = 0.1553 cum = 155 cudm
1197 Qty taken for cost of using
once=155/8= 19.375dm3
10 dm3 19.375 160.00 310.00
Carriage of timber
Planks = 0.057 cum
Battens = 0.155 cum
Total = 0.212 cum
2204 Qty taken for cost of using
once=0.212/8=
cum 0.0265 60.81 1.61
Centering and shuttering including strutting, propping etc. and removal of form
Edges of slabs and breaks in floors and walls
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0.0265 cum
Labour
For assembling, erection,
dismantling & cleaning
0112 Carpenter 2nd class Day 0.81 190.00 153.90
0114 Mazdoor(Male) Day 0.54 135.00 72.90
9999 Sundries L.S. 5.2 1.26 6.55
TOTAL 671.79 Add 1% for water charges 6.72
TOTAL 678.51
Add 15% for C.P. and
overheads
101.78
Cost of 12 metres 780.28
Cost of one metre 65.02
5.11
5.11.1
Code Description Unit Quantity Rate Amount
Details of cost for a room of size
6mx4.8m =
28.80 sqm
Materials
Assuming that shuttering material
will become
unserviceable after use 40 times
Less salvage value of material
after full use @
25% of cost of materials
Add 10% of cost of material for
maintenance
1. Prop 4 m
7345 Qty taken for cost of using
once=21x0.85/40=
each 0.4463 1030.00 459.69
0.4463
1. Prop 3 m
7343 Qty taken for cost of using
once=21x0.85/40=
each 0.4463 1000.00 446.30
0.4463
Diffrence of rate between 4 m prop
and 3 m prop 7 x 3
2.Bracing
M.S. tube 40 mm
7 x 4.80 m = 33 60 m
3 x 6.0 m = 18.00 m
Total = 51.60 m
7330 Qty taken for cost of using
once=51.60x0.85/40=
metre 1.0965 225.00 246.71
1.0965
Extra for additional height in centering, shuttering where ever required with
Suspended floors, roofs, landing, beams and balconies (Plan area to be
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3. Double coupler ( 40 x 40 )
7346 Qty taken for cost of using
once=21x0.85/40=
each 0.4463 45.00 20.08
0.4463
9999 Carriage L.S. 65.00 1.26 81.90
Labour
0116 Fitter Grade-I Day 3.00 150.00 450.00
0114 Beldar Day 6.00 135.00 810.009999 Sundries L.S. 130.00 1.26 163.80
TOTAL 2678.49
Add 1% for water charges 26.78
TOTAL 2705.27
Add 15% for C.P. and
overheads
405.79
Cost for 28.80 sqm 3111.06
Cost per sqm 108.02
5.28
Code Description Unit Qty Rate Amount
Details of cost for joint 100m long
10cm deep and 12 mm thick
Materials
0339 (i) Impregnated fibre board sqm 7.50 279.00 2092.50
1 x 100 x 0.075 = 7.50sqm.
0316 (ii) Primere 80m/litre 100m=
100/80 x1 =1.25 lit
Ltrs. 1.25 28.00 35.00
0314 (iii) Sealing compound @ 3 per
litre for
100m = 100/3 x1 =33.33 litres+
Wastage @ 5% =
1.67 = 35.00 litre ( 1 litre = 0.90
Kg ) =
Kg 31.50 20.00 630.00
35.00 x 0.90 = 31.50 Kg
9999 Carriage L.S. 26.91 1.26 33.91
Labour :
0123 Mason 1st class Day 0.12 200.00 24.00
0124 Mason 2nd class Day 0.12 190.00 22.80
0114 Beldar Day 0.25 135.00 33.75
9999 Sundries L.S. 26.91 1.26 33.91
TOTAL 2905.86
Add 1% for water charges 29.06
TOTAL 2934.92Add 15% for C.P. and
overheads
440.24
Cost of 100 m long 10 cm deep 3375.16
Cost per cm depth per 100m 337.52
Say 337.52
5.29 Providing and fixing sheet covering over expansion joints with iron screws as per
Providing and fixing in position 12mm thick bitumen impregnated fibre board
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5.29.2 Aluminium fluted strips 3.15mm
thick.
5.29.2.1 150mm wide
Code Description Unit Qty Rate Amount
Details of cost for 1.0m length
Materials :
2391 3.15mm thick aluminium flutedstrips.
metre 1.00 216.00 216.00
1m x15 cm wide.
0639 Iron screws 25 mm 100 Nos 6.00 15.00 0.90
9999 Carriage of materials L.S. 1.04 1.26 1.31
Labour :
0112 Carpenter 2nd class Day 0.067 190.00 12.73
0114 Beldar Day 0.067 135.00 9.05
9999 Sundries L.S. 1.82 1.26 2.29
TOTAL 242.28
Add 1% for water charges 2.42
TOTAL 244.70
Add 15% for C.P. and
overheads
36.71
Cost for 1.00 m 281.41
Say 281.41
5.30
Code Description Unit Qty Rate Amount
Details of cost for 30 metre long
throating or
plaster or moulding-
Labour :
0123 Mason 1st class Day 0.50 200.00 100
0124 Mason 2nd class Day 0.50 190.00 95.00
0115 Coolie Day 1.00 125.00 125
9999 Add for materials ( cement
mortar etc.)
L.S. 26.91 1.26 33.91
TOTAL 353.91
Add 1% for water charges 3.54
TOTAL 357.45
Add 15% for C.P. and
overheads
53.62
Cost for 30 metre 411.06
Cost for per metre 13.70
6.4.2
DESCRIPTION UNIT QTY. RATE AMOUNT
Details of cost for 1.00 Cum.
MATERIALS
Brick work with F.P.S. bricks of
class designation 150 1000 Nos. 494 2800.00 1383.20
Cement mortar 1:6(1 cement :6
coarse sand) CUM. 0.25 2658.89 664.72
Add or deduct for plaster drip course/ groove in plastered surface or
Cement mortar 1:6 (1 cement :6 coarse sand)
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Sundries L.S. 2.73 1.26 3.44
LABOUR
Mason Ist Class Each 0.47 200.00 94.00
Mason IInd Class Each 0.47 190.00 89.30
Coolie Each 1.80 125.00 225.00
Bhisti Each 0.20 160.00 32.00
Scaffolding L.S. 22.36 1.26 28.17
Extra for Coolie Each 1.13 125.00 141.25TOTAL 2661.09
Add 1% For water charges 19.96
TOTAL 2681.05
Add 15 % For contractor profit 402.16
3083.21
6.1.2
DESCRIPTION UNIT QTY. RATE AMOUNT
Details of cost for 1.00 Cum.
MATERIALS
Brick work with F.P.S. bricks of class designation 75
1000 Nos.494 2800.00 1383.20
Cement mortar 1:6(1 cement :6
coarse sand) CUM. 0.25 2658.89 664.72
Sundries L.S. 2.73 1.26 3.44
LABOUR 0.00
Mason Ist Class Each 0.36 200.00 72.00
Mason IInd Class Each 0.36 190.00 68.40
Coolie Each 1.37 125.00 171.25
Bhisti Each 0.20 160.00 32.00
TOTAL 2395.01
Add 1% For water charges 23.95
TOTAL 2418.96Add 15 % For contractor profit 362.84
2781.81
6.13
6.13.2DESCRIPTION UNIT QTY. RATE AMOUNT
Details of cost for 10 sqm.
Materials :
Brick of class designation 75 1 000 Nos 565 2800.00 1582
Cement mortar 1:4 (Rate as
per item No. 3.9) cum 0.28 3316.69 928.67
Carriage of bricks 1 000 Nos 565 0.00Sundries & Scaffolding L.S 13.52 1.26 17.04
LABOUR: 0.00
Mason 1st class Day 0.6 200.00 120.00
Mason 2nd class Day 0.6 190.00 114.00
Coolie Day 2 125.00 250.00
Bhishti Day 0.7 160.00 112.00
Extra labour for lifting materials:
0.00
Half brick masonry with F.P.S. bricks of class designation 75 in
Cement mortar 1:4 (1 cement :4 coarse sand)
Cement mortar 1:6 (1 cement : 6 coarse sand)
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Coolie Day 1.29 125.00 161.25
10 x 0.115 x 0.75 x1.5
TOTAL 3284.96
Add 1% for water charges 32.85
TOTAL 3317.81
Add for contractors profit and
overheads @ 15% 497.67
Cost for 10 sqm. 3815.48Cost for 1 sqm. 381.55
6.15
Code Description Unit Qty Rate Amount
Details of cost for 10 sqm
1002 (a) 6 mm dia. M.S. bars
(round) 2 Nos. @ 30
meter/10sqm. = 60 meter
@0.22kg/m =13.2 kg
quintal 0.132 3650.00 481.80
2205 (b) Carriage of M.S. Bars tonne 0.0132 0.00 0.00
9999 Sundries L.S. 1.82 1.26 2.29
TOTAL 484.09
Add 1% for water charges 4.84
TOTAL 488.93
Add 15% for C.P. and
overheads
73.34
Cost for 10 sqm 562.27
Cost for 1 sqm 56.23
Say 56.23
8.2
8.2.28.2.2.2
Code Description Unit Qty Rate Amount
Details of cost for 2.00 sqm
Mirror polished granite = 2.00
sqm + Wastage 5%, 0.10sqm =
2.10 sqm
7297 Granite 18 mm thick slab,
above 0.50 sqm
sqm 2.10 3286.00 6900.60
Cement morter 1:4 (1 cement
: 4 coarse sand) (Rate as per
item no 3.9)
cum 0.027 3316.69 89.55
Labour :
0123 Mason (brick layer) 1st class Day 2.80 200.00 560.00
0114 Beldar Day 1.30 135.00 175.50
0115 Coolie Day 1.30 125.00 162.50
9999 Moulding and edge polishig L.S. 78.00 1.26 98.28
9999 Sundries apoxy resin & cutting
machine etc.
L.S. 65.00 1.26 81.90
TOTAL 8068.33
Area of slab above 0.50 sqm.
Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at
Providing and fixing 18mm thick gang saw cut mirror polished premoulded
Granite of any colour and shade
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Add 1% for water charges 80.68
TOTAL 8149.01
Add 15% for C.P. and
overheads
1222.35
Cost for 2.00 sqm 9371.37
Cost for 1.00 sqm 4685.68
8.3
8.3.2 Granite work.
Code Description Unit Quantity Rate Amount
Details of cost for 10.00 m
Labour:
0019 Hand Grinder for mirror polish Day 2.50 100.00 250.00
0114 Beldar Day 3.50 135.00 472.50
9999 Sundries Blades & Polish etc. L.S. 117.00 1.26 147.42
TOTAL 869.92
Add 1 % for water charges 8.70TOTAL 878.62
Add 15% for contractors profit
and overheads 131.79
Cost for 10 metre 1010.41
Cost per metre 101.04
Say 97.60
9.20
9.20.1Code Description Unit Quantity Rate Amount
Details of cost for 2.20 sqm.Materials-
0713 35mm thick door shutters sqm 2.20 1100.00 2420.00
9999 Carriage of door L.S. 29.64 1.26 37.35
8220Stainless steel butt hinges (heavy
weight) 10 Nos 6.00 185.00 111.00
100x60x2.5 mm IS : 12817
marked 0.00
8211 Stainless steel screws 40 mm 100 Nos 48.00 157.00 75.36
Labour-
For fixing shutter and fittings
0156 Carpenter (Average) Day 0.55 190.00 104.50
0114 Beldar Day 0.55 135.00 74.25TOTAL 2822.46
Add 1% for water charges 28.22
TOTAL 2850.68
Add 15% forcontractors profit and
overheads 427.60
Cost for 2.2 sqm. 3278.28
Cost of 1 sqm. 1490.13
9.21
Providing and fixing ISI marked flush door shutters conforming to IS: 2202
35 mm thick including ISl marked Stainless Steel butt hinges with
Providing and fixing lSl marked flush door shutters conforming to IS: 2202
Extra for providing edge moulding to 18mm thick marble stone counters,
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9.21.2
Code Description Unit Qty Rate Amount
Details of cost for 2.2 sqm.
Materials-
0718 30mm thick door shutters sqm 2.20 610.00 1,342.00
9999 Carriage of door L.S 29.64 1.26 37.35
fittings - for a door 2.2x1.0m =
2.20 sqm
8220 Stainless steel but hinges
(heavy weight)
10 Nos 6.00 195.00 117.00
100x60x2.5mm IS : 12817
marked
8211 Stainless steel scres 40mm 100 Nos 48.00 157.00 75.36
Labour-
For fixing shutter and fittings.
0156 Carpenter (Average) Day 0.55 190.00 104.50
0114 Beldar Day 0.55 135.00 74.25
Total 1,750.46Add 1% for water charges 17.50
Total 1,767.96
Add 15% for contractors profit
and overheads
265.19
Cost for 2.2 sqm. 2,033.16
Cost of 1 sqm. 924.16
9.96
9.96.2 250x16 mm
Code Description Unit Qty Rate Amount
Details of cost for 10 Nos.
Materials-
0697 Aluminium sliding bolt
250x16mm
each 10.00 104.00 1,040.00
0588 C.P.brass screws 25mm 100 Nos 40.00 83.00 33.20
9999 Carriage of materials L.S 5.46 1.26 6.88
Labour-
0111 Carpenter 1st class Day 0.50 200.00 100.00
Total 1,180.08
Add for water charges @ 1% 11.80
Total 1,191.88
Add for contractors profit andoverheads @ 15%
178.78
Cost of 10 sliding bolts 1,370.66
Cost of 1 sliding bolt 137.07
9.100
9.100.1 125 mm
Code Description Unit Qty Rate Amount
Details of cost for 10 Nos.
30 mm thick including ISI marked Stainless Steel butt hinges with
Providing and fixing aluminium sliding door bolts ISI marked anodised
Providing and fixing aluminium handles ISI marked anodised (anodic
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Materials-
0703 Aluminium handeles 125mm 10 Nos 10.00 375.00 375.00
0588 C.P.brass screws 25mm 100 Nos 40.00 83.00 33.20
9999 Carriage of materials L.S 2.73 1.26 3.44
Labour-
0111 Carpenter 1st class Day 0.060 200.00 12.00
Total 423.64
Add for water charges @ 1% 4.24Total 427.88
Add for contractors profit and
overheads @ 15%
64.18
Cost of 10 handeles 492.06
Cost of 1 handeles 49.21
9.100
9.100.2 100 mm
Code Description Unit Qty Rate AmountDetails of cost for 10 Nos.
Materials-
0704 Aluminium handeles 100mm 10 Nos 10.00 260.00 260.00
0588 C.P.brass screws 25mm 100 Nos 40.00 83.00 33.20
9999 Carriage of materials L.S 1.82 1.26 2.29
Labour-
0111 Carpenter 1st class Day 0.060 200.00 12.00
Total 307.49
Add for water charges @ 1% 3.07
Total 310.57
Add for contractors profit andoverheads @ 15% 46.59
Cost of 10 handeles 357.15
Cost of 1 handeles 35.72
9.97
9.97.2 250x10mm
Code Description Unit Qty Rate Amount
Details of cost for 10 Nos.
Materials-
0700 Aluminium tower bolt(barrel
type) 250x10mm
10 Nos 10.00 440.00 440.00
0587 C.P.brass screws 30mm 100 Nos 80.00 90.00 72.00
9999 Carriage of materials L.S 2.73 1.26 3.44
Labour-
0111 Carpenter 1st class Day 0.125 200.00 25.00
Total 540.44
Add for water charges @ 1% 5.40
Total 545.84
Providing and fixing aluminium handles ISI marked anodised (anodic
Providing and fixing aluminium tower bolts ISI marked anodised (anodic
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Add for contractors profit and
overheads @ 15%
81.88
Cost of 10 tower bolts 627.72
Cost of 1 tower bolts 62.77
Say 66.90
9.97
9.97.4 150x10mm
Code Description Unit Qty Rate Amount
Details of cost for 10 Nos.
Materials-
0701 Aluminium tower bolt(barrel
type) 150x10mm
10 Nos 10.00 281.00 281.00
0587 C.P.brass screws 30mm 100 Nos 80.00 90.00 72.00
9999 Carriage of materials L.S 2.73 1.26 3.44
Labour-
0111 Carpenter 1st class Day 0.080 200.00 16.00Total 372.44
Add for water charges @ 1% 3.72
Total 376.16
Add for contractors profit and
overheads @ 15%
56.42
Cost of 10 tower bolts 432.59
Cost of 1 tower bolts 43.26
9.76 :
Code Description Unit Qty Rate AmountDetails of cost for 1 No.
Materials-
0413100 mm mortice latch & lock with
6 levers each 1.00 257.00 257.00Labour- -
0111 Carpenter 1st class Day 0.17 200.00 34.00
9999Sundries (screws, carriage etc.)
L.S. 3.64 1.26
4.59
TOTAL 295.59
Add for water charge @ 1 % 2.96
TOTAL 298.54
Add for contractors profit andoverheads @15% 44.78
Cost of 1 mortice latch and lock 343.32
9.101
9.101.2 Twin rubber stopper
Code Description Unit Qty Rate Amount
Details of cost for 10 Nos.
Materials-
Providing and fixing aluminium tower bolts ISI marked anodised (anodic
Providing and fixing bright finished brass 100 mm mortice latch and lock with 6
Providing and fixing aluminium hanging floor door stopper ISI marked
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7059 Aluminium hanging floor door
stopper with
each 10.00 44.00 440.00
twin rubber stoper
0588 C.P.brass screws 25mm 100 Nos 20.00 83.00 16.60
9999 Carriage of materials L.S 2.73 1.26 3.44
Labour-
0111 Carpenter 1st class Day 0.030 200.00 6.00
Total 466.04Add for water charges @ 1% 4.66
Total 470.70
Add for contractors profit and
overheads @ 15%
70.61
Cost of 10 door stopers 541.31
Cost of 1 door stopers 54.13
11.26
11.26.1 25 mm thick
Code Description Unit Quantity Rate Amount
Details of cost for 10 sqm.
Materials;
1168
25mm thick kota stone slabs
polished including sqm 11.50 323.95 3725.43
15%wastage
2216 Carriage of slabs tonne 0.67 0.00 0.00
cement mortar 1:4 ( Rate as
per item no 3.9)
cum 0.22 3316.69 742.94
0367
cement for slurry -(i) for
bedding = 44 kg + (ii) for joints
= 20 kg total = 64 kg or 0.064
tonne tonne 0.06 5060.00 323.84
2209 Carriage of cement tonne 0.06 0.00 0.00
0874 Dark shade pigment kilogram 4.50 42.00 189.00
Labour
0124 Mason 2nd class Day 1.20 190.00 228.00
0114 Beldar Day 1.00 135.00 135.00
0115 Coolie Day 1.00 125.00 125.00
0139
Beldar for rubbing and poishing
(special rate) Day 5.00 135.00 675.00
0013 Machine Day 4.00 200.00 800.009999 Sundries L.S 208.13 1.26 262.24
Total 7206.45
Add 1% for water charges 72.06
Total 7278.51
Add 15% for contractors profit
and overheads 1091.78
Cost for 10 sqm. 8370.29
Cost for 1 sqm. 837.03
Kota stone slab flooring over 20 mm (average) thick base laid over and
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Say 837.03
11.31
Code Description Unit Quantity Rate Amount
Details of cost for 10m
Labour-
0126 Stone mason (ornamental) Day 1.50 200.00 300
Total 300
Add 1% for water charges 3.00
Total 303.00
Add 15% for contractors profit
and overheads 45.45
Total 348.45
Cost for 10 sqm. 348.45
Cost for 1 sqm. 34.85
Say 34.85
11.36
Code Description Unit Qty Rate Amount
Details of cost for 1 sqm
materials
Ceramic Glazed tiles = 1.00
sqm
Add for wastage & bradkage @
2.5 % = 0.025
sqm = 1.025 sqm
7800
Vitrified tiles 600 x 600 mm wall
tiles sqm 1.025 385.00 394.63
9999 Carriage of tiles L.S 6.24 0.00 0.00
12mm thick cement mortar 1:3
( 1 cement : 3 coarse sand
(Rate as oper item no 3.8) cum 0.014 3974.39 55.64
9999
Mortar for pointing in white
cement L.S 40.43 1.26 50.94
0367
Cement for slurry over bed @
3.3 kg per sqm tonne 0.0033 5060.00 16.70
Labour0123 mason 1st class Day 0.25 200.00 50.00
0115 Coolie Day 0.25 125.00 31.25
9999
Sundries including carriage of
cement etc L.S 26.91 1.26 33.91
Total 633.06
Add for water charges @ 1% 6.33
Total 639.39
Extra for pre finished nosing in treads of steps of Kota stone /sand stone
slab.
Providing and fixing 1st quality ceramic glazed wall tiles conforming toIS:15622 (thickness to be specified by the manufacturer ) of approved
make in all colours, shades except burgundy, bottle green, black of any
size as approved by Engineer-in-Charge in skirting, risers of steps and
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Add for contractors profit and
overhaeds @ 15% 95.91
Cost for 1 sqm 735.30
11.37 :
Code Description Unit Quantity Rate AmountDetails of cost for 1 sqm
Materials-
Glazed Ceramic floor tiles
300x300 mm size =
1.00 sqm
Add for wastage & breakage @
2.5 % = 0.025
sqm = Total 1.025 sqm
7801 Tiles Sq.m. 1.025 320.00 328.00
9999 Carriage of tiles L.S. 6.24 1.26 7.86
20 mm thick cement mortar 1:4(1
cement: 4 coarse sand) (Rate asper item No. 3.9) cum 0.024 3316.69 79.60
9999Mortar for pointing in white cement
L.S. 20.20 1.26 25.45
0367Cement for slurry over bed @ 3.3
kg per sqm tonne 0.0033 5060 16.70
Labour: 0.00
0123 Mason 1st class Day 0.20 200.00 40.00
0115 Coolie Day 0.20 125 25.00
9999Sundries including carriage of
cement etc L.S. 26.91 1.26 33.91
TOTAL 556.52
Add for water charges @ 1% 5.57TOTAL 562.08
Add for contractors profit and
overheads @ 15% 84.31
Cost for 1 sqm 646.40
11.41.1 Size of Tile 50x50 cm
DESCRIPTION UNIT QTY. RATE AMOUNT
Details of cost for 1Sqm.
MATERIALS
Porcelain floor tiles 30x30 cmsize = 1.00 Sqm.
Add for wastage & breakage @
2.5%=0.025 Sqm
Total = 1.025 Sqm. Sqm. 1.025 896.15 918.55
Carriage of tile L.S 6.240 1.26 7.86
20 mm thick cement mortar 1:4
( 1Cement : 4 Coarse sand )
Cum 0.024 3316.69 79.60
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be
Mortar 1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white
Providin and la in vitrified floor tiles in different sizes thickness to be
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Mortar for pointing in white
cement L.S 3.64 1.26 4.59
Cement slurry over bed @
3.3Kg./ sqm. Tonne 0.0033 5060.00 16.70
LABOUR 0.00
Mason 1st class Day 0.20 200.00 40.00
Coolie Day 0.20 125.00 25.00
Sundries L.S 26.91 1.26 33.91TOTAL 1126.21
Add 1% For water charges 11.26
TOTAL 1137.47
Add 15 % For contractor profit 170.62
1308.09
12.22
Description Unit Qty Rate Amount
Details of cost for 1 no.
0295
Stone aggregate (Single size):
20mm cum 0.0067 1270.00 8.51
nominal size
0297
Stone aggregate (Single size):
10mm cum 0.0022 1270.00 2.79
nominal size
2202
Carriage of stone aggregate
below 40mm cum 0.0089 0.00 0.00
nominal size
0982 Coarse sand cum 0.0044 1150.00 5.06
2203 Carriage of coase sand cum 0.0044 0.00 0.00
367 Portland cement tonne 0.0032 5060.00 16.19
2209 Carriage of cement tonne 0.0032 0.00 0.00
0114 Beldar Day 0.0090 135.00 1.22
0115 Coolie Day 0.0060 125.00 0.75
0101 Bhisti Day 0.0027 160.00 0.43
0123 Mason 1st class Day 0.0005 200.00 0.10
0124 Mason 2nd class Day 0.0005 200.00 0.100128 Mate Day 0.0004 140.00 0.06
9999
Hire and running charge of
mechnanical mixer L.S 0.26 1.26 0.33
9999 Sundries L.S 0.13 1.26 0.16
3002 PVC sheet 400 micron thick sqm 1.00 26.00 26.00
Cement mortar 1:3 ( 1 cement :
3 coarse sand cum 0.0041 3974.49 16.30
(Rate as per item No 3.8)
Making khurras 45x45 cm with average minimum thickness of 5 cm cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm
nominal size) over P.V.C. sheet lmxlmx400micron, finished with 12mm cement
plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement rounding the
edge sand making and finishing the outlet complete.
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0155 Mason Day 0.0235 190.00 4.47
0115 Coolie Day 0.0235 125.00 2.94
0101 Bhisti Day 0.0078 160.00 1.25
9999 Sundries L.S 0.3900 1.26 0.49
0367 Portland cement tonne 0.0006 5060.00 3.04
2209 Carriage of cement tonne 0.0006 0.00 0.00
0155 Mason Day 0.008 190.00 1.52
0115 Coolie Day 0.008 125.00 1.00
9999
Rounding of edges and making
outlet L.S 0.26 1.26 0.33
9999 Sundries L.S 13.52 1.26 17.04
Total 110.06
Add 1% for water charges 1.10
Total 111.16
Add 15% for contractors profit
and overheads 16.67
Cost of 1 no. 127.83
Say
13.16 6 mm cement plaster of mix
13.16.1 1:3 (1 cement : 3 fine sand)
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Cement mortar - 1:3 Cum 0.072 3,008.28 216.60
(Rate as per item no. 3.3)
LABOUR
0155 Mason Day 0.51 190.00 96.90
0115 Coolie Day 0.75 125.00 93.75
0101 Bhisti Day 0.92 160.00 147.209999 Extra for removing burrs,
cleaning with wire brushes,
pock making with pointed tool
etc. complete. L.S 13.39 1.26 16.87
9999 Scaffolding and sundries L.S 11.7 1.26 14.74
Total 586.06
Add 1% for water charges 5.86
TOTAL 591.92
Add 15% for contract's profit
and overheads 88.79
Cost of 10.00 sqm 680.71
Cost of 1.00 sqm 68.07
12 MM PLASTER
13.4.2
DESCRIPTION UNIT QTY. RATE AMOUNT
Cost for 10 sqm.
Cement mortar 1:6 CUM. 0.144 2658.89 382.88
1:6 (1Cement : 6 Coarse sand)
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Labour :
Mason Day 0.67 190.00 127.30
Coolie Day 0.75 125.00 93.75
Bhisti Day 0.92 160.00 147.20
Scaffolding and sundries L.S 12.61 1.26 15.89
767.02
Add 1% For water charges 7.67
TOTAL 774.69
Add 15 % For contractor profit 116.20
890.89
Cost for 1sqm. 89.09
13.5.2
DESCRIPTION UNIT QTY. RATE AMOUNT
Cost for 10 sqm.
Cement mortar 1;6 CUM. 0.172 2658.89 457.33
Labour :Mason DAY 0.8 190.00 152.00
Coolie DAY 0.88 125.00 110.00
Bhisti DAY 0.99 160.00 158.40
Scaffolding and sundries L.S 12.61 1.26 15.89
893.62
Add 1% For water charges 8.94
TOTAL 902.55
Add 15 % For contractor profit
135.38
1037.94
Cost for 1sqm. 103.79
13.37
13.37.1
DESCRIPTION UNIT QTY. RATE AMOUNT
Detail of cost for 10 sqm
MATERIALS
Detail of cost for 10 sqm
MATERIALS
Dehradun white lime Qtl. 0.03 295.00 8.85
Carriage of lime L.S 0.91 1.26 1.15
LABOUR 0White Washer Day 0.20 160.00 32.00
Coolie Day 0.10 125.00 12.50
Indigo gum etc L.S 4.42 1.26 5.57
Sundries ladders etc L.S 2.73 1.26 3.44
TOTAL 63.51
Add 1% For water charges 0.64
TOTAL 64.14
White washing with lime to give an even shade:
New work (three or more coats)
15 mm cement plaster on rough side of single or half brick wall of mix:
1:6 (1Cement : 6 Coarse sand)
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Add 15 % For contractor profit
9.62
73.76
Cost for 1sqm. 7.38
13.41
13.41.1
Code Description Unit Qty Rate AmountDetail of cost for 10 sqm
MATERIALS
Cement primer litre 0.70 70.00 49.00
Brushes, putty etc L.S. 7.15 1.26 9.01
Sundries including Carriage L.S. 8.06 1.26 10.16
Dry distemper kilogram 1.50 40.00 60.00
Carriage of material L.S. 4.42 1.26 5.57
Brushes, sand paper and putty
for filling holes L.S. 11.70 1.26 14.74
LABOUR 0.00
Painter Day 1.00 200.00 200.00Coolie Day 0.50 125.00 62.50
Sundries L.S. 8.06 1.26 10.16
TOTAL 421.13
Add 1% For water charges 4.21
TOTAL 425.34
Add 15 % For contractor profit
63.80
489.14
Cost for 1sqm. 48.91
13.45
13.45.1
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
8507 Textured exterior paint litre 3.28 183.00 600.24
0851 Water proofing cement paint kilogram 2.20 36.00 79.2
9999 Carriage of material L.S 1.56 1.26 1.9656
LABOUR 0
0131 Painter Day 0.60 200.00 120
0115 Coolie Day 0.30 125.00 37.5
0101 Bhisti Day 0.05 160.00 8.00
Brushes, sand paper etc L.S 7.02 1.26 8.8452
Sundries L.S 8.06 1.26 10.1556
TOTAL 865.91
Add 1 % for water charges 8.66TOTAL 874.57
Add 15% forcontractors profit and
overheads 131.18Cost of 10.00 sqm 1005.75
Cost of 1.00 sqm 100.58
Distempering with oil bound washable distemper of approved brand and
New work (two or more coats) over and including priming coat with
Finishing walls with textured exterior paint of required shade :
New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including
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13.47
13.47.1
Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
8506 Premium Acrylic exterior paint litre 1.43 202.00 288.86
0851 Water proofing cement paint kilogram 2.20 36.00 79.20
9999 Carriage of material L.S 1.56 1.26 1.97LABOUR 0.00
0131 Painter Day 0.6 200.00 120.00
0115 Coolie Day 0.30 125.00 37.50
0101 Bhisti Day 0.05 160.00 8.00
9999 Brushes, sand paper etc L.S 7.15 1.26 9.01
9999 Sundries L.S 8.06 1.26 10.16
TOTAL 554.69
Add 1% for water charges 5.55
TOTAL 560.24
Add 15% or contractors profit and overheads 84.04
Cost of 10.00 sqm 644.27
Cost of 1.00 sqm 64.43
22.7
22.7.1
DESCRIPTION UNIT QTY. RATE AMOUNT
Detail of cost for 10 sqm
i) Cement slurryCement Tonne 0.0275 5060.00 139.15
ii) Cement mortar 1:5 (1 cement: 5
coarse 0.00
sand) (Rate as per item no.3.10) Cum. 0.224 2962.49 663.60
iii) Roof treatment with brick bats
and cement mortar 0.00
Materials: 0.00
Brick bats/ brick aggregate Cum. 0.94 350.00 329.00
Cement mortar 1:5 (Rate as per
item no.3.10) Cum. 0.5 2962.49 1481.25
Labour 0.00
Beldar Day 1.75 135.00 236.25Bhishti Day 0.28 160.00 44.80
Mason 1 st class Day 0.05 200.00 10.00
Mason 2 nd class Day 0.05 190.00 9.50
Mate Day 0.04 140.00 5.60
Extra labour for ramming 0.00
Beldar Day 0.25 135.00 33.75
Sundries L.S 13.65 1.26 17.20
iv) Cement slury 0.00
With average thickness of 120mm and minimum thickness at khurra as 65 mm.
Providing and laying integral cement based water proofing treatment including
A)Applying a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed
B)Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm
C)After two days of proper curing applying a second coat of cement slurry using
E) The whole terrace so finished shall be flooded with water for a minimum
D) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives
New work (Two or more coats applied @ 1.43 ltr/ 10 sqm. over and including
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Cement Tonne 0.0275 5060.00 139.15
Beldar Day 0.20 135.00 27.00
A
v) 20 mm cement plaster 1:4(1
cement: 4 coarse sand)(Rate as
per item no 13.6.1 of SH :
Finishing) Sqm. 10.00 144.13 1441.30
vi) Water proofing compound 0.00
27.50+27.50+69.40+124.00 =248.40 kg @ 1 kg per bag of
cement Kg. 5.00 30.00 150.00
Extra for making chequers for
10 sqm 0.00
Fibre glass tissue reinforcement
Type II Grade I Sqm. 10.50 55.00 577.50
Mason 2nd class Day 0.36 190.00 68.40
Beldar Day 0.36 135.00 48.60
Chequer plate L.S 13.65 1.26 17.20
Add labour for laying 20 mm bed
mortar 0.00
Mason 2nd class Day 0.54 190.00 102.60
Beldar Day 0.54 135.00 72.90
Bhishti Day 0.45 160.00 72.00
Total 5686.74
Add for water charges @ 1% on
all except A 42.45
Total 5729.20
Add for contractors profit and
overheads @ 15% on all except
A 643.18
Cost of 10 Sqm. 6372.38
Cost per Sqm. 637.24
22.3
Code Description Unit Qty Rate Amount
Details of cost for 10 sqm
MATERIAL
0367
Cement slurry @ 4.4 kg/sqm =
44.00 kg or tonne 0.044 5060.00 222.64
0.044 t 0.00
2209 Carriage tonne 0.044 0 0.00
Cement plaster 1:3 (20 mm
thick) 0.00
Materials : 0.00
(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC
Providing and laying water proofing treatment to vertical and horizontal
(i) 1st course of applying cement slurry @ 4.4 Kg/sqm mixed with water
(ii) Ilnd course of 20mm cement plaster 1:3 (1 cement : 3 coarse sand)
(iii) Illrd course of applying blown or residual bitumen applied hot at 1.7
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Cement mortar1:3 (Rate as per
items no.3.8) cum 0.224 3974.49 890.29
Labour 0.00
0155 Mason Day 0.94 190.00 178.60
0115 Coolie Day 1.02 125.00 127.50
0101 Bhisti Day 1.10 160.00 176.00
9999 Scafolding and sundries L.S 12.61 1.26 15.89
Bitumen blown or/and residualbitumen 0.00
0313 = 10x1.70= 17 kg = 0.017 t tonne 0.017 25000.00 425.00
2211 Carriage tonne 0.017 0 0.00
3002 PVC 400 micron thick sheet sqm 10.00 26.00 260.00
9999 Carriage L.S 13.00 1.26 16.38
Water proofing compound @ 1
kg per 50 kg of cement used 0.00
Cement slurry = 44 kg 0.00
Cement plaster 1:3 0.00
10x(13.62xl00)/100= 136.2 kg 0.00
1213 Total = 180.2 kg/50 = 3.60 kg kilogram 3.60 20.00 72.00LABOUR 0.00
0131 Painter Day 0.20 200.00 40.00
0114 Beldar Day 1.33 135.00 179.55
0130 Mistry Day 0.06 190.00 11.40
9999 Sundries L.S 7.28 1.26 9.17
TOTAL 2624.42
Add 1% for water charges 26.24
TOTAL 2650.66
Add 15% for contractors profit
and overheads 397.5992
Cost for 10 sqm 3048.26
Cost for 1 sqm 304.83
5.22 :
5.22.6 :
Code Description Unit Quantity Rate Amount
Details of cost for 1 quintal-
Materials:
Deformed twisted steel bars =
1.00 q
Add 5% wastage =0.05
1005 Total =1.05q quintal 1.05 3629.85 3811.34
2205 Carriage of steel 1.05/10 = 0.105ttonne 0.105 0 0.00
9999 Cover block L.S. 26.00 1.26 32.76
Labour: 0
For straightening, cutting, bending,
binding and placing in position-
0
0102 Blacksmith 1 st class Day 1.00 190.00 190
0114 Beldar Day 1.00 135.00 135
Reinforcement for R.C.C. work including straightening, cutting, bending, placing
Thermo-Mechanically Treated bars.
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9999 Sundries L.S 26.91 1.26 33.91
TOTAL 4203.01
Add 1% for water charges 42.03
TOTAL 4245.04
Add 15% forcontractors profit and
overheads 636.76
Cost of one quintal 4881.80
Cost of 1 Kg. 48.82AS ON 03 Sept. 2010
10.25
10.25.1
Code Description Unit Quantity Rate Amount
Consider a flight of staircase of 2.8m height with tread and riser of
200mm & 0.60m wide.
Materials-
(i) Unequal angles as stringers-
75x50x6mm
4x12.69x5.6 = 284.25 Kg.
Add wastage @ 5% =14.21 Kg.
= 298.46kg. Say 2.985q
(ii) unequal angles at sides
50x30x5mm
2xl4x0.2x3.00=I6.8kg.
Add wastage @ 5% = 0.84kg.= 17.64 kg. Say 0.176q = 3.161q
1007 Unequal angles quintal 3.161 3349.50 10587.77
(iii) plate for tread 8mm thick
14x7.5= 105.00kg+
Add wastage @ 5% = 5.25kg.
= 110.25kg. Say 1.103q
1010 Plate for tread quintal 1.103 3400.00 3750.20
(iv) G. pipe for railing 40mm
2xl2.69m = 25.38m+
Add wastage @ 5% = 1.27m =
26.65m
1549 G.I. Pipe for railing metre 26.65 160.00 4264.00(v) M.S. round bars 16mm dia.
15x0.75x2xl.58 = 35.55kg.+
Add wastage @ 5% = 1.78kg.
= 37.33 Kg. Say O.373q
1003 M.S. round bars quintal 0.373 3349.50 1249.36
Carriage of steel
2205(3.I61 + 1.103+0.373)=4.637q =
0.4637 tonne tonne 0.373 0 0.00
Steel work welded in built up section/framed work including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer using steel
etc. as required.
In stringers, treads, landing etc. of stair cses including use of chequered plate
wher-ever required, all complete.
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2271 Carriage of g.I. Pipe approx. wt. tonne 0.0991 47.59 4.72
3.72x26.65=99.14kg.
1215Welding charge (electric) 23.20m
cm 2320.00 1.00 2320.00
Labour :
0102 Blacksmith 1st class day 1.85 200.00 370.00
0114 Beldar day 1.25 135.00 168.75
0100 Bandhani day 0.60 135.00 81.00Applying priming coat
(i) steps 2.4x 14 = 33.60sqm.+
(ii) angles 4x 12.69x0.25 =
12.69sqm.+
(iii) Bars and other components =
2.00 sqm.
(L.S.)
(A) (Rate as per item no. 13.50.3)
sqm 48.29 14.35 692.96
9999 Sundries L.S. 110.89 1.26 139.72
TOTAL 23628.482
Add for water charges @ 1% onall except A 229.36
TOTAL 23857.84Add for contractors profit and
overheads @15% on all except A 3474.73
Cost of 5.331 qunital 27332.57
Cost per kg 51.27
21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and
partitions etc. with PVC/neoprene gasket etc. complete as per the architectural
drawings and the directions of engineer-in-charge . (Cost of aluminium snap
beading shall be paid in basic item):
21.3.1 With float glass panes of 4.0 mm thickness
Code Description Unit Quantity Rate Amount
Details of cost for 1.00 sqm
MATERIAL
FloatGlass panes 4.00 mm thick 1.00 sqm
Add for waistage and brecakage 10%-0.10 sqm.
2406 Total =1.10 sqm. sqm 1.10 248.00 272.80
9999 Carriage of glass L.S. 2.42 1.26 3.0492
7390 Neoprene/ PVC gasket metre 6.00 22.00 132
LABOUR: 0
0112 Glazier Day 0.23 160.00 36.8
0114 Beldar Day 0.23 135.00 31.05
9999 Sundries and carriage of gasket L.S. 6.89 1.26 8.6814
TOTAL 484.38
Add 1% for water charges 4.843806
TOTAL 489.22
Add 15% for contractors profit and overheads 73.38
Cost for 1 sqm 562.61
13.26 Providing and applying plaster of paris putty of 2 mm thickness over
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Code Description Unit Quantity Rate Amount
Detail of cost for 10 sqm
MATERIALS
Plaster of paris 10x0.002x1121 =
22.42kg
Add 20% wastage= 0.45kg
Total = 22.45kg Say23kg
0869 Plaster of Paris kilogram 23.00 2.50 57.509999 Carriage of plaster of paris L.S 1.50 1.26 1.89
LABOUR 0.00
0122 Mason special Day 0.91 200.00 182.00
0144 Beldar Day 0.91 135.00 122.85
9999 Scaffolding and sundries L.S 83.98 1.26 105.81TOTAL 470.05
Add 1 % for water charges 4.70TOTAL 474.76
Add 15% forcontractors profit and
overheads 71.21Cost of 10.00 sqm 545.97Cost of 1.00 sqm 54.60
9.29 Providing and fixing 30mm thick wire gauge shutters using galvanised M.S. wire
gauge of average width of aperture 1.4mm with wire of dia. 0.63 mm for doors,
windows and clerestory windows including ISI marked Stainless Steel butt
hinges with necessary screws :
9.29.1 Second class teak wood.
Code Description Unit Quantity Rate Amount
Details of cost for door shutters
2.00x1.08m = 2.16 sqm.
Materials -
Teak wood (2nd class)
Styles 4x209x9.5x3cm = 0.023
cum+
Top Rail - 1x110.5x9.5x3cm =
0.003cum+
Lock and bottom rail
2x110.5xl9.7x3cm = 0.013 cum+
Beadings -
(2x312+2x150)x(1.2)x(1.2)cm =
0.001 cum.
Total = 0.040 cum+
Add for wastage @ 10% = 0.004
cum.
= 0.044 cum.
Say 44 cudm.
1190 Teak wood (2nd class) 10 cudm 44.00 378.00 1663.20
2204 Carriage of timber cum 0.044 2.68
Wire gauge 2xl60x40cm = 1.28
sqm.+
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Add wastage @ 10% = 0.13 sqm.
Total= 1.41 sqm.
7029 Wire gauge sqm 1.41 142.00 200.22
8221Stainless steel butt hinges (heavy
weight) 10 Nos 6.00 155.00 93
75x50x2.5 mm IS : 12817 marked
08211 Stainless steel screws 40 mm 100 Nos 48.00 157.00 75.36
Labour- 0
0111 Carpenter 1st class Day 1.20 200.00 240
0112 Carpenter 2nd class Day 0.80 190.00 152
0114 Beldar Day 0.95 135 128.25
0130 Mistry Day 0.08 190.00 15.2
9999 Sundries L.S . 33.80 1.26 42.59
TOTAL 2612.50
Add 1% for water charges 26.12
TOTAL 2638.62
Add 15% forcontractors profit and
overheads 395.79Cost of 2.16 sqm. 3034.42
Cost of 1 sqm. 1404.82
Say 1422.15
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19.2
19.2.1 100 mm diameter S. W. pipe
Code Description Unit Quantity Rate Amount
Details of cost for 10 metre
Area = W x (W/2) + 112x (3.14/4 x
W2) -(3.14/4 xd2)
= W2 x {A1/2 + 1/2 x (3.14/4)} -
(3.14/4 x d2)
Where W = D + X
D = 100 + 12 + 12 = 124 mm or 12.4
cm
X = 300 mm as trench depth is less
than 1200
mm
Area = (30.0 + 12.4)2 (0.5 + 3.14x1/8) -
3.14x/4X(12.4)2
= (42.4)2 (0.5 + 3.14/8) -
3.14/4x(12.4)2
= (1797.76) (0.89) - 0.7854x153.76
= 1600.01-120.76 = 1479.2 sq.cm.
= 0.1479 sqm Say 0.148 sqm
For 10 m length qty. of concrete reqd.
= 1.48
cum
Rate as per item no 4.1.10 of SH :
Concrete cum 1.48 3143.23 4651.98
Work
Cost of 10 metres 4651.98
Cost per metre 465.20
19.4 :
19.4.1: 100x100 mm size P type
19.4.1.2:
Code Description Unit Quantity Rate AmountDetails of cost of one gully trap
1900 100x100 mm Gully trap P type each 1.00 55.00 55.00
1364 C.I. grating .100x100 mm each 1.00 10.00 10.00
1352
C.l. cover with frame 300x300mm inside
each 1.00 265.00 265.00
9999 Carriage of materials L.S. 4.50 1.26 5.67
Cement concrete 1:5:10 ( 1 cement: 5 fine
Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10
graded stone aggregate 40 mm nominal size) alround S.W. pipes including bed
concrete as per standard design:
Providing and fixing square-mouth S.W. gully trap grade A complete with C.I. grating
brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size
(inside) the weight of cover to be not less than 4.50 kg and frame to be not less than
2.70 kg as per standard design :
With Sewer bricks conforming to IS : 4885
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sand : 10 graded stone aggregate 40 mm
nominal size)
0.68x0.68x0.10 m = 0.046 cum
Concrete around trap
0.30x0.30x0.675 m = 0.061 cum
=0.107 cum
Deduct:0.345/3x[0.09+0.01+(0.09x0.01)l/2] =
0.015
cum
3.14/4x(0.124)2x0.47 = 0.006 cum
= 0.021 cum
Net quantity 0.107 cum (-) 0.021 cum
= 0.086 cum say 0.09 cum
(Rate as per item 4.1.11 of S.H. :
Concrete) cum 0.09 2643.62 237.93
Brick work with sewer bricksconforming to
IS:4885 in cement mortar 1:4(1 cement: 4
coarse sand)1.66x0.115x0.675 m = 0.129 cum say 0.13
cum
Rate as per item no 6.36.1 of SH : Brick
Work cum 0.13 3,187.69 414.40
Cement concrete 1:2:4 ( 1 cement: 2
coarse sand : 4 graded stone aggregate
20 mm nominal size)
1.66x0.115x0.04 m = 0.008 cum
(Rate as per item 4.2.3 of S.H. : concrete
cum 0.008 4600.71 36.81
12 mm cement plaster 1:3 (1 cement: 3
coarse sand) finished with floating coat ofneat cement:
[l/2x0.358x(l.20+0.40)] = 0.286 sqm say
0.29 sqm
(Rate as per item no.13.9.1 of S.H. :
finishing) sqm 0.29 133.50 38.72
TOTAL 1063.52
Add 1 % for water charges on (A) 3.36
TOTAL 1066.87
Add 15% for contractors profit and
overheads on (A+B) 50.85
Cost for 1 trap 1117.73
19.7
19.7.1
19.7.1.1
Code Description Unit Quantity Rate Amount
Details of cost for 1 manhole
MATERIALS
Constructing brick masonry manhole in cement mortar 1:4 (1 cement 4 coarse sand)
Inside size 90x80 cm and 45cm deep including CI. cover with frame (light duty)
With F.P.S. bricks with class designation 75
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Cement concrete 1:4:8 (1 cement: 4
coarse sand : 8 graded stone aggregate
40 mm nominal size)
1.51x1.41x0.20=0.426 cum Say 0.43 cun.
Rate as per item no 4.1.8 of SH : Concrete
Work cum 0.43 3378.32 1452.678
Brick work with bricks of class designation150 in foundation & plinth in cement
mortar 1:4 (1cement: 4 coarse sand)
0
4.32x0.23x0.35 m = 0.348 cum 0
Less for pipe 2x3.14/4x(0.15m)2x0.23m =
(-)0.008 cum
0
= 0.340 cum 0
Rate as per item no 6.1.1 of SH : Brick
Work cum 0.34 2972.82 1010.759
Cement concrete 1:2:4 (1 cement: 2
coarsesand : 4 graded stone aggregate 20mm nominal size) for benching 0
2x0.90x(0.80/2) x (0.30+0.20)/2 = 0.18
cum 0
Less for pipe 1x0.90x3.14/4x(0.15 m)2 = (-
) 0
0.02 cum 0
= 0.16 cum 0
Rate as per item no 4.1.3 of SH : Concrete
Work cum 0.16 4265.40 682.464
12 mm cement plaster 1:3 (1 cement: 3
coarse sand) finished with floating coat of
neat cement 03.40mx0.05m = 0.17 sqm 0
2x1/2x0.80x0.10m = 0.08 sqm 0
= 0.25 sqm 0
Rate as per item no.13.9.1 of SH :
Finishing sqm 0.25 133.50 33.375
Reinforced cement concrete 1:2:4 (1
cement:2 coarse sand : 4 graded stone
aggregate 20mm nominal size) 0
For slab: 1.36x1.26x0.15m = 0.257 cum
0
Less for cover 0.61x0.455x0.15m = (-)
0.042cum 0= 0.215 cum Say 0.22 cum 0
Rate as per item no 5.3 of SH : RCC Work
cum 0.22 4680.11 1029.62
Mild steel reinforcement for slab : 0
0.22 cum @ 48.06 kg/cum = 10.57 kg 0
Rate as per item no 5.22.1 of SH: RCC
Work kg 10.57 48.80 515.816
Form work = 0.90x0.80= 0.72 sqm 0
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Less cover = 0.61x0.45m = (-) 0.278 sqm
0
=0.42 sqm. say 0.44 sqm. 0
Rate as per item no 5.9.3 of SH : RCC
Work sqm 0.44 194.03 85.3732
LABOUR 0
Extra labour for making channel: 0.00
0123 A Mason 1st class Day 0.06 200.00 12.000124 A Mason 2nd class Day 0.06 190.00 11.40
1354 B
C.I. Cover with frame 455x610 mm
(inside) each 1.00 1395.00 1395.00
B Carriage of C.I. cover & frame L.S. 6.76 1.26 8.52
B
Painting of C.I. cover & frame with coal tar
L.S. 6.76 1.26 8.52
B Sundries L.S. 13.52 1.26 17.04
TOTAL 6262.56
Add 1% for water charges on (A+B) 14.52
TOTAL 6277.08
Add 15% for contractors profit and
overheads on (A+B+C) 217.87Cost of one manhole 6494.95
19.8 Extra for depth for manholes
19.8.1 Size 90x80 cm
19.8.1.1
Code Description Unit Quantity Rate Amount
Details of cost for one meter
MATERIALS
Brick work with bricks of class designation
75 in cement mortar 1:4(1 cement : 4
coarse sand)4.32x0.23x1.00 = 0.994 cum Say 0.99
Rate as per item no. 6.1.1 of S.H : brick
work cum 0.99 2972.82 2943.09
12 mm cement plaster 1:3 (1 cement: 3
coarse sand) finished with floating coat of
neat cement
3.40x1 m = 3.40 sqm
Rate as per item no. 13.9.1 of SH :
Finishing sqm 3.40 133.50 453.90
TOTAL 3396.992
Cost for one metre 3396.99
19.27:
19.27.1: With F.P.S. bricks
Code Description Unit Quantity Rate Amount
Details of cost for one chamber
MATERIALS
With F.P.S. bricks class designation 75
Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class
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Cement concrete 1:5:10 (1 cement: 5 fine
sand : 10 graded stone aggregate 40 mm
nominal size) 1.11x1.06x0.15=0.176 say
0.18cum
Rate as per item no 4.1.11of SH :
Concrete work cum 0.18 2643.62 475.85
Brick work in bricks of clas designation 75
in cement mortar 1:4(1 cement: 4 coarsesand) 0.00
2.82 m x 0.23m x0.45 m = 0.29 cum 0.00
Rate as per item no 6.1.1 of SH : Brick
Work cum 0.29 2972.82 862.12
12 mm cement plaster 1:3(1 cement: 3 0.00
coarse sand) finished with floating coat of
neat 0.00
cement 0.00
Wall: 1.90x0.45 m = 0.855 sqm r 0.00
Bed : 0.45x0.50 m = 0.225 sqm - 0.00
Total= 1.080 sqm 0.00
Rate as per item no 13.9.1 of SH :Finishing sqm 1.08 133.50 144.18
Cement concrete 1:2:4 ( 1 cement: 2
coarse sand : 4 graded stone aggregate
20 mm nominal size) 0.00
2.82x0.23x0.15 m = 0.097 cum Say 0.10
cum 0.00
Rate as per item no.4.2.3 of SH:Concrete
work cum 0.10 4600.77 460.08
Form work 0
3.50x0.15 m = 0.525 sqm Say 0.53 sqm
0
Rate as per item no 5.9.2 of SH : RCCwork sqm 0.53 184.35 97.71
7380
Precast R.C.C.gully grating with frame
500x450 mm each 1.00 533.00 533.00
9999 Carriage of R.C.C. grating L.S. 7.15 1.26 9.01
9999 Fixing R.C.C. grating L.S. 5.33 1.26 6.72
TOTAL 2588.66
Add 1% for water charges on (A) 5.49
TOTAL 2594.14
Add 15% for contractors profit and
overheads on (A+B) 83.13
Cost of one chamber 2677.28
19.31
19.31.1 For 455x610 mm size
19.31.1.1 With F.P.S. bricks
Code Description Unit Quantity Rate Amount
Details of cost for one metre
Extra for depth beyond 45 cm of brick masonry chamber :
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Brick work in bricks of clas designation 75
in
cement mortar 1:4(1 cement: 4 coarse
sand)
3.05 x 0.23m x 1.00m = 0.70 cum
Rate as per item no. 6.1.1 cum 0.70 2972.82 2080.97
12mm cement plaster1:3 (1 cement: 3
coarse 0.00sand finished with floating coat of neat
cement 0.00
Wall: 2.13x1.00 m = 2.13 sqm 0.00
Rate as per item no 13.9.1 of SH :
Finishing sqm 2.13 133.50 284.36
TOTAL 2365.329
Cost per metre 2365.33
18.4
18.4.1 PN-16 Pipe, 16 mm OD
DESCRIPTION UNIT QTY. RATE AMOUNT
Details of cost for 10 metreMATERIALS
A) 3 layer PP-R pipe (PN-16/SDR 7.4)
16mm outer dia Rmt. 10.00 29.00 290.00
Add 30% for fitting and wastage etc.
on (A) 87.00
Cement, sand and grit L.S. 2.73 1.26 3.44
LABOUR 0.00
Fitter Day 0.33 150.00 49.50
Asstt. Fitter Day 0.66 140.00 92.40
Beldar Day 0.66 135.00 89.10
611.44Add 1% For water charges 6.11
TOTAL 617.55
Add 15 % For contractor profit 92.63
710.19
Cost for 1sqm. 71.02
18.4
(Internal work - exposed on wall)
18.4.2 : PN-16 Pipe, 20 mm OD
DESCRIPTION UNIT QTY. RATE AMOUNT
Details of cost for 10 metreMATERIALS
A) 3 layer PP-R pipe (PN-16/SDR 7.4)
20 mm outer dia Rmt. 10.00 44.00 440.00
Add 30% for fitting and wastage etc.
on (A) 132.00
Cement, sand and grit L.S. 2.73 1.26 3.44
LABOUR 0.00 0.00
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
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Fitter Day 0.33 150.00 49.50
Asstt. Fitter Day 0.82 140.00 114.80
Beldar Day 0.66 135.00 89.10
828.84
Add 1% For water charges 8.29
TOTAL 837.13
Add 15 % For contractor profit 125.57
962.70Cost for 1sqm. 96.27
18.4
18.4.3 : PN - 16 Pipe, 25 mm OD
DESCRIPTION UNIT QTY. RATE AMOUNT
Details of cost for 10 metre
MATERIALS
A) 3 layer PP-R pipe (PN-16/SDR 7.4)
25 mm outer dia Rmt. 10.00 68.00 680.00
Add 30% for fitting and wastage etc.
on (A) 204.00Cement, sand and grit L.S. 2.73 1.26 3.44
LABOUR 0.00 0.00
Fitter Day 0.33 150.00 49.50
Asstt. Fitter Day 0.98 140.00 137.20
Beldar Day 0.66 135.00 89.10
1163.24
Add 1% For water charges 11.63
TOTAL 1174.87
Add 15 % For contractor profit 176.23
1351.10
Cost for 1sqm. 135.11
18.5 :18.5.1 PN- 16 Pipe, 16 mm OD
Code Description Unit Quantit Rate AmountDetails of cost for 10 metre
MATERIALS
8625
(A) 3 layer PP-R pipe (PN-16/SDR 7.4) 16
mm outer dia metre 10.00 29.00 290.00
Add 75% for fitting clamps and wastage
etc on (A) 217.50
Making chases upto 7.5 x 7.5 cm. in walls
and making good the same(B) Rate as per item no. 18.78 metre 10.00 43.48 434.80
LABOUR
0116 Fitter Day 0.33 150.00 49.50
0117 Asstt. Fitter Day 0.66 140.00 92.40
0114 Beldar Day 0.66 135.00 89.10
TOTAL 1173.30
Add 1% for water charges on all except
(B) 7.39
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
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TOTAL 1180.69
Add 15% for contractors profit and
overheads on all except (B) 111.88
Cost for 10 metre 1292.57
Cost for 1 metre 129.26
18.5 :18.5.2: PN-16 Pipe, 20 mm OD
Code Description Unit Quantity Rate Amount
Details of cost for 10 metre
MATERIALS
8626
(A) 3 layer PP-R pipe (PN-16/SDR 7.4) 20
mm outer dia metre 10.00 44.00 440.00
Add 75% for fitting, clamps and wastage
etc on (A) 330.00
Making chase upto 7.5 x 7.5 cm. in walls
and making good the same
(B) Rate as per item no. 18.78 metre 10.00 43.48 434.80
LABOUR0116 Fitter Day 0.33 150.00 49.50
0117 Asstt. Fitter Day 0.66 140.00 92.40
0114 Beldar Day 0.66 135 89.10
TOTAL 1435.80
Add 1% for water charges on all except
(B) 10.01
TOTAL 1445.81
Add 15% for contractors profit and
overheads on all except (B) 151.65
Cost for 10 metre 1597.46
Cost for 1 metre 159.75
18.6 :
18.6.3: PN - 16 Pipe, 25 mm OD
Code Description Unit Quantity Rate Amount
Details of cost for 10 metre
MATERIALS
8627
(A) 3 layer PP-R pipe (PN-16/SDR 7.4) 25
mm outer dia metre 10.00 68.00 680.00Add 30% for fitting and wastage etc on (A)
204.00
LABOUR
0116 Fitter Day 0.12 150.00 18.00
0114 Beldar Day 0.25 135.00 33.75
Trenching and refilling etc. 0.00
0114 Beldar Day 0.66 135.00 89.10
0115 Coolie Day 0.66 125.00 82.50
TOTAL 1107.35
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes SDR 7.4
Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes U V
stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water
supply including all PP - R plain & brass threaded polypropylene random fittings
including trenching refill ing & testing of joints complete as per direction of Engineer in
Charge.
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Add 1% for water charges 11.0735
TOTAL 1118.42
Add 15% for contractors profit and
overheads 167.76
Cost for 10 metre 1286.19
Cost for 1 metre 128.62
18.1818.18.1 High or low pressure with plastic floats:
18.18.1.3 25 mm nominal bore
Code Description Unit Quantity Rate Amount
Details of cost for one no.
Materials :-
1924 25mm ball valve each 1.00 300.00 300.00
9999
Carriage of materials and fixing charges
L.S. 32.24 1.26 40.62
TOTAL 340.62
Add 1 % for water charges 3.41
TOTAL 344.03
Add 15% for contractors profit andoverheads 51.60
Cost of one no. 395.63
18.32.1 With F.P.S. bricks
Code Description Unit Quantity Rate Amount
Details of cost for one chamber
Materials :-
(i) Earth work in excavation including
refilling
and disposal of surplus earth
0.68x0.68x0.65m=0.301cum.
(Rate as per item No. 2.8.1) cum 0.30 58.35 17.51
(Rate as per item No. 2.25) cum 0.30 28.60 8.58
(ii) Cement concrete 1:5:10 (1 Cement:
5 fine sand : 10 graded stone
aggregate 40mm nominal size) 0.00
0.68x0.68x0.075m=0.035cum. Say
0.04 cum. 0.00
(Rate as per item No.4.1.11) cum 0.04 2643.62 105.74
(iii) Second class brick work in cement
mortar 1:4 (1 Cement: 4 coarse sand)
in foundations and plinth0.00
1.66mx0.115x0.50m=0.095cum. Say
0.10 cum. 0.00
(Rate as per item no 6.1.1 of SH :
Brick Work) cum 0.10 2972.82 297.28
(iv) 12mm cement plaster 1:3 (1
Cement: 3Coarse sand) finished with a
floating coat of neat cement. 0.00
Providing and fixing ball valve (brass) of approved quality complete :
Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation
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1.20x0.50=0.60sqm. 0.00
0.30x0.30=0.09sqm. 0.00
=0.69sqm. Say 0.70sqm. 0.00
(Rate as per item no .13.9.1) sqm 0.70 133.50 93.45
1304
(A) (v) C.I. surface box with hinged
cover each 1.00 72.00 72.00
100x100x75mm (inside) 0.00
9999 (A)(vi) Carriage of C.I. surface box L.S. 1.43 1.26 1.80(vii) Cement concrete 1:2:4 (1 Cement:
2 Coarse sand ; 4 graded stone
aggregate 20mm nominal size) 0.00
in slab = 0.53mx0.53mx0.075m =
0.02107cum. 0.00
Less surface box 0.112 x 0.112 x
0.076' = (-)0.00094 cum. 0.00
= 0.0201 cum. Say 0.02cum. 0.00
(Rate as per item No.5.3) cum 0.02 4680.11 93.60
(A) (viii) Sundries L.S. 4.16 1.26 5.24
TOTAL 695.21(B) Add for water charges @ 1 % on A 0.72
TOTAL 695.93
Add 15% for contractors profit and
overheadson (A + B) 10.91
Cost of one chamber 706.84
18.41 Providing and filling sand of grading zone V or coarser grade alround the G.I.
pipes in external work.
18.41.3 25 mm diameter pipe
Code Description Unit Quantity Rate Amount
Details of cost of sand filling alround
25mmdia. pipe 10 metre long.
Width of sand filling = 300mm
Depth of sand filling under the pipe=75mm
Above the pipe = 150mm
Max. external dia of pipe = 34.2mm
= 259.2 Say 259mm
Quantity of sand = 10x0.30x0.259 = 0.777
cum.
Less for pipe 3.142/4 (0.0342)2 x 10 =
(-)0.009cum.= 0.768 Say 0.77 cum.
Cost of sand filling for 10 metre pipe
Rate as in Item No 18.41.1 marked (A) cum 0.77 316.97 244.07
TOTAL 244.07
Cost of 10 metre 244.07
Cost of one metre 24.41
17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm
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17.7.1
Code Description Unit Quantity Rate Amount
Details of cost for one no.
MATERIALS
1947
630x450 mm flat back wash basin of white
vitreous china each 1.00 585.00 585.00
1885 15 mm C.P. brass piller taps each 2.00 103.00 206.00
195132 mm diameter C.P. brass waste of standardpattern each 1.00 48.00 48.00
1309 C.I./M.S. brackets pair 1.00 48.00 48.00
9999 Red lead, white lead and gasket L.S. 16.12 1.26 20.31
9999 Cement, sand and grit etc. L.S. 13.39 1.26 16.87
9999 Painting of brackets, fittings etc. L.S. 26.91 1.26 33.91
9999 Carriage of materials L.S. 13.52 1.26 17.04
LABOUR 0.00
0116 Fitter 1st class Day 0.33 150.00 49.50
0123 Mason 1st class Day 0.33 200.00 66.00
0114 Beldar Day 0.67 135.0 90.45
TOTAL 1,181.07
Add 1% for water charges 11.81TOTAL 1,192.89
Add 15% for contractors profit and
overheads 178.93
Cost for one no 1,371.82
18.48
Code Description Unit Quantity Rate Amount
Details of cost for 500 litres, tank 1 no.
Materials:
1649 Polyethylene water storage tank per litre 500.00 4.00 2000.009999 Carriage to site L.S. 179.40 1.26 226.04
9999 Placing at terrace L.S. 89.70 1.26 113.02
TOTAL 2339.07
Add for water charges @ 1 % 23.39
TOTAL 2362.46
Add for contractors profit and over
head @15% 354.37
Cost for 500 litre 2716.83
Cost per litre 5.43
18.17
Providing and fixing gun metal gate valvewith C.I. wheel of approved quality
(screwed end):
18.17.1 25 mm nominal bore
Code Description Unit Quantity Rate Amount
Details of cost for one no.
Materials :-
1927
25mm dia. Gun metal gate valve with
wheel each 1.00 235.00 235.00
Providing and placing on terrace (at all floor levels) polyethylene water storage
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass
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9999
Carriage of materials and fixing charges
L.S. 10.79 1.26 13.60
TOTAL 248.60
Add 1 % for water charges 2.485954
TOTAL 251.08
Add 15% for contractors profit and
overheads 37.6622
Cost of one no. 288.74
17.3
17.3.1 W.C. pan with ISI marked white solid plastic seat and lid.
Code Description Unit Quantity Rate Amount
Details of cost for one pan
MATERIALS
1875
White solid plastic seat and lid with C.P.
brass hinges and rubber buffers complete
each 1.00 275.00 275.00
1955 White glazed pedestal type W.C. pan each 1.00 554.00 554.00
7006
10 litre white glazed vitreous china low
level flushing cistern with fitting andbracket and 40 mm white C.P. flush bend
each 1.00 1,390.00 1390.00
9999
Overflow arrangement and specials for
oveflow pipe L.S. 62.79 1.26 79.12
1350
Mosquito proof coupling of the approved
municipal design each 1.00 23.00 23.00
9,999 Plugs,screws etc. L.S. 13.52 1.26 17.04
9,999 Red lead, white lead and gasket L.S. 16.12 1.26 20.31
9,999 Cement, sand and grit etc. L.S. 26.91 1.26 33.91
9,999 Carriage of materials L.S. 26.91 1.26 33.91
LABOUR 0.00
0116 Fitter 1st class Day 1.00 150.00 150.000123 Mason 1st class Day 1.00 200.00 200.00
0114 Beldar Day 1.00 135.00 135.00
TOTAL 2,911.28
Add 1% for water charges 29.11
TOTAL 2,940.39
Add 15% for contractors profit and
overheads 441.0582
Cost for 1 pan 3,381.45
17.1
17.1.1
Code Description Unit Quantity Rate AmountDetails of cost for one pan
MATERIALS
1,954
White Vitreous china Orrisa pattern W.C.
pan each 1.00 700.00 700.00
7,358
10 litre low level P.V.C. flushing cistern
with each 1.00 570.00 570.00
fitting accessories and flush pipe 0.00
Providing and fixing white vitreous china pedestal type water closet (European
Providing and fixing water closet squatting pan (Indian type W.C. pan with
White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral
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1,896
100 mm Sand C.I. P orS trap with vent
horn each 1.00 260.00 260.00
9,999 Cement, sand and grit etc. L.S. 26.91 1.26 33.91
9,999 Carriage of materials L.S. 26.91 1.26 33.91
LABOUR 0.00
0116 Fitter 1st class Day 1.25 150.00 187.50
0123 Mason 1st class Day 0.50 200.00 100.00
0114 Beldar Day 1.00 135 135.00TOTAL 2,020.31
Add 1 % for water charges 20.20TOTAL 2040.52
Add 15% for contractors profit and
overheads 306.08Cost for 1 pan 2346.59
17.7
17.7.1
Code Description Unit Quantity Rate Amount
Details of cost for one no.
MATERIALS
1947
630x450 mm flat back wash basin of white
vitreous china each 1.00 585.00 585.00
1885 15 mm C.P. brass piller taps each 2.00 103.00 206.00
1951
32 mm diameter C.P. brass waste of
standardpattern each 1.00 48.00 48.00
1309 C.I./M.S. brackets pair 1.00 48.00 48.00
9999 Red lead, white lead and gasket L.S. 16.12 1.26 20.31
9999 Cement, sand and grit etc. L.S. 13.39 1.26 16.87
9999 Painting of brackets, fittings etc. L.S. 26.91 1.26 33.91
9999 Carriage of materials L.S. 13.52 1.26 17.04
LABOUR 0.00
0116 Fitter 1st class Day 0.33 150.00 49.500123 Mason 1st class Day 0.33 200.00 66.00
0114 Beldar Day 0.67 135.0 90.45
TOTAL 1,181.07
Add 1% for water charges 11.81
TOTAL 1,192.89
Add 15% for contractors profit and
overheads 178.9328
Cost for one no 1,371.82
17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS 13983
with C.I. brackets and stainless steel plug 40 mm including painting of fittings
and brackets, cutting and making good the walls wherever required:17.10.1 Kitchen sink with drain board
17.10.1.4 510x1040 mm bowl depth 178mm.
Code Description Unit Quantity Rate Amount
Details of cost for one no
MATERIALS
7,098 Stainless steel kitchen sink - with drain boa each 1.00 2,600.00 2,600.00
510xl040mm bowl depth 178 mm 0.00
1,309 C.I. Brackets pair 2.00 48.00 96.00
White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm
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9,999 Cement, sand and grit etc. L.S. 27.04 1.26 34.07
9,999 Painting brackets L.S. 26.91 1.26 33.91
9,999 Carriage of materials L.S. 13.52 1.26 17.04
LABOUR 0.00
0116 Fitter 1st class Day 0.22 150.00 33.00
0123 Mason 1st class Day 0.60 200.00 120.00
0114 Beldar Day 0.82 135.00 110.70
TOTAL 3,044.71Add 1% for water charges 30.45
TOTAL 3,075.16
Add 15% for contractors profit and overheads 461.2739
Cost for one no 3,536.43
18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming
to IS standards and weighing not less than 690 gms.
18.51.1 15mm nominal bore.
Code Description Unit Quantity Rate Amount
Details of cost for one no.
Materials:
725915mm diameter C.P. brass long body bibcock each 1.00 258.00 258.00
9999 Carriage of material and fixing changes LS 13.91 1.26 17.53
TOTAL 275.53
Add for water charges @ 1 % 2.76
TOTAL 278.28
Add for contractors profit and over head
@ 15% 41.74
Cost for 1 No. 320.02
18.64 Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not
less than 40gms.Code Description Unit Quantity Rate Amount
Details of cost for one no
Materials :
7501 Swiveling shower 15 mm each 81.00 1.00 81.00
9999 Carriage of materials and fixing charges L.S. 6.76 1.26 8.52
TOTAL 89.52
Add 1% for water charges 0.90
TOTAL 90.41
Add 15% for contractors profit and overheads 13.56
Cost of one no 103.97
18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points ofapproved quality conforming to IS:8931
18.53.1 15 mm nominal bore
Code Description Unit Quantity Rate Amount
Details of cost for one no.
Materials:
7261 C.P. brass angle valve each 1.00 288.00 288.00
9999 Carriage and fixing changes L.S. 11.31 1.26 14.25
TOTAL 302.25
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Add for water charges @ 1% 3.02
TOTAL 305.27
Add for contractors profit and over head@ 15% 45.79
Cost for 1 No. 351.06
18.16 Providing and fixing brass stop cock of approved quality :
18.16.2 20 mm nominal bore
Code Description Unit Quantity Rate AmountDetails of cost for one no.
Materials :-
1343 20mm dia. brass bib cock, each 1.0 193.00 193.00
9999 Carriage of materials and fixing charges L.S. 10.79 1.26 13.60
TOTAL 206.60
Add 1% for water charges 2.07
TOTAL 208.66
Add 15% for contractors profit and overheads 31.30
Cost of one no. 239.96
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3
DESCRIPTION UNIT QTY. RATE AMOUNT
Detail for 100 m.
3.1 90 mm dia O.D.(Finolex ring fit )
Material
PVC pipe 90 mm dia (O D ) Rmt. 100.00 178.90 17890.00
PVC Specials @ 5% 894.5
18784.50
Labour
Fitter Each 0.625 150.00 93.75
Beldar Each 5 135.00 675.00
Testing & Sundries Job 96.60
19649.85
2947.48
22597.33Rate per meter 225.97
Providing and laying and jointing & testing of PVC pipe (Finolex make - ring fit) of
following dia 6 Kg / cm2 including all specials & fittings etc. as required for proper
complition of work.( The contractor has to arrange the source of water and require
head for testing ).
Add 15% C.P
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DESCRIPTION UNIT QTY. RATE AMOUNT
3.2 Detail for 100 m.
110 mm dia O.D.(Finolex ring fit )
Material
PVC pipe 110 mm dia (O D ) Rmt. 100.00 213.65 21365.00
PVC Specials @ 5% 1068.25
22433.25
Labour
Fitter Each 0.75 150.00 112.50
Beldar Each 5.25 135.00 708.75
Testing & Sundries Job 104.3
23358.80
3503.82
26862.62
Rate per meter 268.63
3
DESCRIPTION UNIT QTY. RATE AMOUNT
Detail for 100 m.3.1 75 mm dia O.D.(Finolex ring fit )
Material
PVC pipe 75 mm dia (O D ) Rmt. 100.00 145.53 14553.00
PVC Specials @ 5% 727.65
15280.65
Labour
Fitter Each 0.625 150.00 93.75
Beldar Each 5 135.00 675.00
Testing & Sundries Job 96.60
16146.00
2421.90
18567.90
Rate per meter 185.68
Providing and laying and jointing & testing of PVC pipe (Finolex make - ring fit) of
following dia 6 Kg / cm2 including all specials & fittings etc. as required for proper
complition of work.( The contractor has to arrange the source of water and require
head for testing ).
Add 15% C.P
Providing and laying and jointing & testing of PVC pipe (Finolex make - ring fit) of
following dia 6 Kg / cm2 including all specials & fittings etc. as required for proper
complition of work.( The contractor has to arrange the source of water and require
head for testing ).
Add 15% C.P