Analysis for Building

8/13/2019 Analysis for Building

1/51

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


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


2/51


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


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


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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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


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


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


TOTAL 2315.89


overheads

347.38

Cost for 10 sqm 2663.27


5.33


Details of cost for 1.00 Cum.

MATERIALSStone aggregate 20 mm Cum 0.57 1270.00 723.90


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


TOTAL 4505.64


5181.49

5.9

5.9.1


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


=4x0.85/40 = 0.085

7327 100mm channel shoulders 2.5 m

long

each 0.17 1000.00 170.00


=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


=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


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


TOTAL 1165.28


overheads

174.79

Cost of 10.80 Sqm 1340.07

Cost of 1 Sqm 124.08

Say 124.08

5.9

5.9.3


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


Suspended floors, roofs, landings, balconies and access platform.


7/51

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


once=6x0.85/40=0.12759999 4. Assembly Nuts & bolts etc. L.S. 22.10 1.26 27.85


once=1040x0.85/40=22.10

9999 Carriage L.S. 130.00 1.26 163.80

Labour :


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


overheads except on 'X'

289.45

Cost of 13.50 Sqm 2611.60


Say 193.45

5.9

5.9.5


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.



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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


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


once=6x0.85/40=0.12757344 (iii) Beam clamp 300-380 mm

(450-1070mm)

each 0.1063 375.00 39.86


once=5x0.85/40=0.1063

set

9999 4. Assembly Nuts & bolts etc. L.S. 22.10 1.26 27.85


once=1040x0.85/40=22.10

9999 Carriage L.S. 78.00 1.26 98.28

Labour :


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


overheads except on 'X'

136.14

Cost of 7.80 Sqm 1318.18


Say 169.00

5.9

5.9.6


Details of cost for

Size of column 450x450 mm and

2.50 m high


Columns, Pillars, Piers, Abutments, Posts and Struts.


9/51


10/51

(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


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


TOTAL 1116.70


overheads

167.50

Cost of 5.79Sqm 1284.20


11/51


Say 221.80

5.9

5.9.16

5.9.16.1 Under 20 cm wide


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


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


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


once=0.212/8=

cum 0.0265 60.81 1.61


Edges of slabs and breaks in floors and walls


12/51

0.0265 cum

Labour

For assembling, erection,

dismantling & cleaning


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


overheads

101.78

Cost of 12 metres 780.28

Cost of one metre 65.02

5.11

5.11.1


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


once=21x0.85/40=

each 0.4463 1030.00 459.69

0.4463

1. Prop 3 m


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


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


13/51

3. Double coupler ( 40 x 40 )


once=21x0.85/40=

each 0.4463 45.00 20.08

0.4463

9999 Carriage L.S. 65.00 1.26 81.90

Labour


0114 Beldar Day 6.00 135.00 810.009999 Sundries L.S. 130.00 1.26 163.80

TOTAL 2678.49


TOTAL 2705.27


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


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


14/51

5.29.2 Aluminium fluted strips 3.15mm

thick.

5.29.2.1 150mm wide


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 :


0114 Beldar Day 0.067 135.00 9.05

9999 Sundries L.S. 1.82 1.26 2.29

TOTAL 242.28


TOTAL 244.70


overheads

36.71

Cost for 1.00 m 281.41

Say 281.41

5.30


Details of cost for 30 metre long

throating or

plaster or moulding-

Labour :

0123 Mason 1st class Day 0.50 200.00 100


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


TOTAL 357.45


overheads

53.62


Cost for per metre 13.70

6.4.2



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)


15/51

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


TOTAL 2681.05


3083.21

6.1.2



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


TOTAL 2418.96Add 15 % For contractor profit 362.84

2781.81

6.13

6.13.2DESCRIPTION UNIT QTY. RATE AMOUNT


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)


16/51

Coolie Day 1.29 125.00 161.25

10 x 0.115 x 0.75 x1.5

TOTAL 3284.96


TOTAL 3317.81


overheads @ 15% 497.67

Cost for 10 sqm. 3815.48Cost for 1 sqm. 381.55

6.15



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


TOTAL 488.93


overheads

73.34



Say 56.23

8.2

8.2.28.2.2.2


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


17/51


TOTAL 8149.01


overheads

1222.35

Cost for 2.00 sqm 9371.37

Cost for 1.00 sqm 4685.68

8.3

8.3.2 Granite work.


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



and overheads 131.79


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


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,


18/51

9.21.2


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


and overheads

265.19

Cost for 2.2 sqm. 2,033.16


9.96

9.96.2 250x16 mm


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



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


19/51

Materials-

0703 Aluminium handeles 125mm 10 Nos 10.00 375.00 375.00



Labour-


Total 423.64

Add for water charges @ 1% 4.24Total 427.88


overheads @ 15%

64.18

Cost of 10 handeles 492.06


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



Labour-


Total 307.49


Total 310.57

Add for contractors profit andoverheads @ 15% 46.59



9.97

9.97.2 250x10mm



Materials-

0700 Aluminium tower bolt(barrel

type) 250x10mm

10 Nos 10.00 440.00 440.00



Labour-


Total 540.44


Total 545.84

Providing and fixing aluminium handles ISI marked anodised (anodic

Providing and fixing aluminium tower bolts ISI marked anodised (anodic


20/51


overheads @ 15%

81.88

Cost of 10 tower bolts 627.72


Say 66.90

9.97

9.97.4 150x10mm



Materials-

0701 Aluminium tower bolt(barrel

type) 150x10mm

10 Nos 10.00 281.00 281.00



Labour-

0111 Carpenter 1st class Day 0.080 200.00 16.00Total 372.44


Total 376.16


overheads @ 15%

56.42



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- -


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



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


21/51

7059 Aluminium hanging floor door

stopper with

each 10.00 44.00 440.00

twin rubber stoper



Labour-


Total 466.04Add for water charges @ 1% 4.66

Total 470.70


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



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


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


Total 7278.51



Cost for 10 sqm. 8370.29


Kota stone slab flooring over 20 mm (average) thick base laid over and


22/51

Say 837.03

11.31


Details of cost for 10m

Labour-

0126 Stone mason (ornamental) Day 1.50 200.00 300

Total 300


Total 303.00


and overheads 45.45

Total 348.45



Say 34.85

11.36



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


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


23/51


overhaeds @ 15% 95.91


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


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


overheads @ 15% 84.31


11.41.1 Size of Tile 50x50 cm


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


24/51

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


TOTAL 1137.47


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


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


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.


25/51

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


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


Total 111.16


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)


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


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


Cost for 10 sqm.

Cement mortar 1:6 CUM. 0.144 2658.89 382.88

1:6 (1Cement : 6 Coarse sand)


26/51

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


TOTAL 774.69


890.89

Cost for 1sqm. 89.09

13.5.2


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


TOTAL 902.55

Add 15 % For contractor profit

135.38

1037.94


13.37

13.37.1



MATERIALS


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


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)


27/51


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


TOTAL 425.34


63.80

489.14


13.45

13.45.1



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



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


28/51

13.47

13.47.1



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


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



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


29/51

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


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


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


overheads @ 15% on all except

A 643.18

Cost of 10 Sqm. 6372.38

Cost per Sqm. 637.24

22.3



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


30/51

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


TOTAL 2650.66





5.22 :

5.22.6 :


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.


31/51

9999 Sundries L.S 26.91 1.26 33.91

TOTAL 4203.01


TOTAL 4245.04


overheads 636.76

Cost of one quintal 4881.80

Cost of 1 Kg. 48.82AS ON 03 Sept. 2010

10.25

10.25.1


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.


32/51

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


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


TOTAL 489.22

Add 15% for contractors profit and overheads 73.38


13.26 Providing and applying plaster of paris putty of 2 mm thickness over


33/51



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



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.


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.+


34/51

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


TOTAL 2638.62


overheads 395.79Cost of 2.16 sqm. 3034.42


Say 1422.15


35/51

19.2

19.2.1 100 mm diameter S. W. pipe


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


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


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


36/51

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


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


37/51

Cement concrete 1:4:8 (1 cement: 4


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


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


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


38/51

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


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


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



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


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


39/51

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


Work cum 0.29 2972.82 862.12

12 mm cement plaster 1:3(1 cement: 3 0.00


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


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


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


Details of cost for one metre

Extra for depth beyond 45 cm of brick masonry chamber :


40/51

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


18.4

18.4.1 PN-16 Pipe, 16 mm OD


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


710.19


18.4

(Internal work - exposed on wall)

18.4.2 : PN-16 Pipe, 20 mm OD


Details of cost for 10 metreMATERIALS


20 mm outer dia Rmt. 10.00 44.00 440.00


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



41/51

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


TOTAL 837.13


962.70Cost for 1sqm. 96.27

18.4

18.4.3 : PN - 16 Pipe, 25 mm OD



MATERIALS


25 mm outer dia Rmt. 10.00 68.00 680.00


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


TOTAL 1174.87


1351.10


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




42/51

TOTAL 1180.69


overheads on all except (B) 111.88



18.5 :18.5.2: PN-16 Pipe, 20 mm OD



MATERIALS

8626


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


overheads on all except (B) 151.65



18.6 :

18.6.3: PN - 16 Pipe, 25 mm OD



MATERIALS

8627


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.


43/51


TOTAL 1118.42


overheads 167.76



18.1818.18.1 High or low pressure with plastic floats:

18.18.1.3 25 mm nominal bore


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


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


44/51

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


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


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


45/51

17.7.1



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


LABOUR 0.00

0116 Fitter 1st class Day 0.33 150.00 49.50


0114 Beldar Day 0.67 135.0 90.45

TOTAL 1,181.07

Add 1% for water charges 11.81TOTAL 1,192.89


overheads 178.93

Cost for one no 1,371.82

18.48


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



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


46/51

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


overheads 37.6622


17.3

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid.


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


TOTAL 2,940.39


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


47/51

1,896

100 mm Sand C.I. P orS trap with vent

horn each 1.00 260.00 260.00



LABOUR 0.00



0114 Beldar Day 1.00 135 135.00TOTAL 2,020.31



overheads 306.08Cost for 1 pan 2346.59

17.7

17.7.1



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


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


TOTAL 1,192.89


overheads 178.9328


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.


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 Painting brackets L.S. 26.91 1.26 33.91


LABOUR 0.00



0114 Beldar Day 0.82 135.00 110.70

TOTAL 3,044.71Add 1% for water charges 30.45

TOTAL 3,075.16



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.



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


TOTAL 90.41


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




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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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 :


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


TOTAL 208.66




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3


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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3.2 Detail for 100 m.

110 mm dia O.D.(Finolex ring fit )

Material



22433.25

Labour

Fitter Each 0.75 150.00 112.50

Beldar Each 5.25 135.00 708.75


23358.80

3503.82

26862.62

Rate per meter 268.63

3


Detail for 100 m.3.1 75 mm dia O.D.(Finolex ring fit )

Material



15280.65

Labour

Fitter Each 0.625 150.00 93.75

Beldar Each 5 135.00 675.00


16146.00

2421.90

18567.90

Rate per meter 185.68




head for testing ).

Add 15% C.P




head for testing ).

Add 15% C.P

Documents

Analysis for Building