CO-EFFICIENTS OF MATERIAL CONSUMPTION

QUANTITY AMOUNT
CEMENT SAND C/AGG. CEMENT WHITE C/SAND C/AGG. TOTAL
SN DESCRIPTION UNIT QTY.
IN BAGS IN CFT. IN CFT. 250 550 40 40 COST
PER BAG PER BAG PER CFT PER CFT
1. CEMENT MORTAR

1 CEMENT MORTAR 1:1 CUM 1 20.40 25.50 0 5100 1020 0 6120

2 CEMENT MORTAR 1:2 CUM 1 13.60 34.00 0 3400 1360 0 4760
3 CEMENT MORTAR 1:3 CUM 1 10.20 38.25 0 2550 1530 0 4080
4 CEMENT MORTAR 1:4 CUM 1 7.60 38.00 0 1900 1520 0 3420
5 CEMENT MORTAR 1:5 CUM 1 6.20 38.75 0 1550 1550 0 3100
6 CEMENT MORTAR 1:6 CUM 1 5.00 37.50 0 1250 1500 0 2750

2. CONCRETE WORK

1 CEMENT CONC.1:1:2 CUM 1 12.20 15.25 30.50 3050 610 1220 4880
2 CEMENT CONC.1:1.5:3 CUM 1 8.00 15.00 30.00 2000 600 1200 3800
3 CEMENT CONC.1:2:4 CUM 1 6.40 16.00 32.00 1600 640 1280 3520
4 CEMENT CONC.1:3:6 CUM 1 4.40 16.50 33.00 1100 660 1320 3080
5 CEMENT CONC.1:4:8 CUM 1 3.40 17.00 34.00 850 680 1360 2890
6 CEMENT CONC.1:5:10 CUM 1 2.60 16.25 32.50 650 650 1300 2600

3. D.P.C

1 40 TH. 1:2:4 SQM 1 0.26 0.65 1.30 65 26 52 143

2 50 TH. 1:2:4 SQM 1 0.32 0.80 1.60 80 32 64 176

4. BRICK WORK

1 230 MM TH. 1:4 CUM 1 1.90 9.5 0 475 380 0 855

2 230 MM TH. 1:6 CUM 1 1.25 9.375 0 312.5 375 0 688
3 115 MM TH. 1:3 SQM 1 0.2856 1.071 0 71.4 42.84 0 114
4 115 MM TH. 1:4 SQM 1 0.2128 1.064 0 53.2 42.56 0 96
5 '75 MM TH. 1:3 SQM 1 0.1846 0.69225 0 46.15 27.69 0 74

5. BRICK TILE WORK

1 WITH C.M. 1:4 CUM 1 3.04 15.2 0 760 608 0 1368

2 WITH C.M. 1:6 CUM 1 2.00 15 0 500 600 0 1100

6. STONE MASONARY WORK

1 RR IN FOUNDN. 1:6 WITH C.C 1:6:12 CUM 1 1.65 12.375 412.5 495 0 908
2 CR IN FOUNDN. 1:6 CUM 1 1.50 11.25 0 375 450 0 825
3 PLAIN ASHLAR IN S/S 1:6 WITH PTNG.1:2 CUM 1 1.08 8.1 0 270 324 0 594

7. MARBLE WORK

1 20MM TH.WALL LINING OVER C.M.12MM SQM 1 0.2088 0.783 0 52.2 18.7 31.32 0 102
1:3 WITH CMT.SLRY.& PTNG.WHT.CMT 0.034
2 20MM TH.COUNTER OVER 20MM C.M.1:4 SQM 1 0.1064 0.532 0 26.6 21.28 0 48
(0.2 -1.0 SQM. AREA OF EACH SLAB)

8. WOOD WORK

1 HOLD FAST IN CC 1:2:4 NO. 1 0.022 0.055 0.11 5.5 2.2 4.4 12

9. STEEL WORK

P/F M.S.SHEET SLIDING/ROLLING

1 SQM 1 0.007 1.75 0 0 2
SHUTTER
2 T-IRON DOOR/WINDOW FRAMES KG 1 0.0022 0.55 0 0 1
3 P/F STEEL GLAZED DOORS,WINDOWS & SQM 1 0.026 6.5 0 0 7
VENT.

10. FLOORING

BRICK FLOORING
1 C.M. 1:4 SQM 1 0.37 1.85 0 92.5 74 0 167
2 C.M. 1:6 SQM 1 0.257 1.9275 0 64.25 77.1 0 141
C.C.FLOORING
1 25MM TH.1:2:4 WITH FLOATING COAT SQM 1 0.244 0.5 1 61 20 40 121
2 40MM TH.1:2:4 WITH FLOATING COAT SQM 1 0.34 0.74 1.48 85 29.6 59.2 174

Page 1
 CO-EFFICIENTS OF MATERIAL CONSUMPTION

QUANTITY AMOUNT
CEMENT SAND C/AGG. CEMENT WHITE C/SAND C/AGG. TOTAL
SN DESCRIPTION UNIT QTY.
IN BAGS IN CFT. IN CFT. 250 550 40 40 COST
PER BAG PER BAG PER CFT PER CFT
3 50MM TH.1:2:4 WITH FLOATING COAT SQM 1 0.404 0.9 1.8 101 36 72 209
4 75MM TH.1:2:4 WITH FLOATING COAT SQM 1 0.564 1.3 2.6 141 52 104 297
5 C.C.HARDNER FLOORING
i) 52MM TH. WITH 40MM UNDER LAYER SQM 1 0.462 1.045 2.09 115.5 41.8 83.6 241
ii) 62MM TH. WITH 50MM UNDER LAYER SQM 1 0.526 1.205 2.41 131.5 48.2 96.4 276
18MM TH. SKIRTING WITH C.M 1:3 &
6 SQM 1 0.28 0.885 0 70 35.4 0 105
FLT.COAT
21MM TH. SKIRTING WITH C.M 1:3 &
7 SQM 1 0.3102 0.99825 0 77.55 39.93 0 117
FLT.COAT
TERRAZO FLOORING
1 40MM TH. (34 + 6)MM
i) GREY CEMENT SQM 1 0.339 0.645 1.29 84.75 25.8 51.6 162
ii) WHITE CEMENT SQM 1 0.258 0.645 1.29 64.5 44.55 25.8 51.6 186
0.081
iii) WITH 50% WHITE CEMENT SQM 1 0.2984 0.645 1.29 74.6 22.22 25.8 51.6 174
0.0404
2 40MM TH. (31 + 9)MM
i) GREY CEMENT SQM 1 0.3566 0.6025 1.205 89.15 24.1 48.2 161
ii) WHITE CEMENT SQM 1 0.241 0.6025 1.205 60.25 63.58 24.1 48.2 196
0.1156
iii) WITH 50% WHITE CEMENT SQM 1 0.2988 0.6025 1.205 74.7 31.79 24.1 48.2 179
0.0578
3 40MM TH. (28 + 12)MM
i) GREY CEMENT SQM 1 0.3814 0.5485 1.097 95.35 21.94 43.88 161
ii) WHITE CEMENT SQM 1 0.2194 0.5485 1.097 54.85 89.1 21.94 43.88 210
0.162
iii) WITH 50% WHITE CEMENT SQM 1 0.3004 0.5485 1.097 75.1 44.55 21.94 43.88 185
0.081

4 SKIRTING 18MM TH. (12 + 6)MM 1:3

i) GREY CEMENT SQM 1 0.2584 0.66525 0 64.6 26.61 0 91
ii) WHITE CEMENT SQM 1 0.1774 0.66525 0 44.35 44.55 26.61 0 116
0.081
iii) WITH 50% WHITE CEMENT SQM 1 0.218 0.66525 0 54.5 22.33 26.61 0 103
0.0406
5 SKIRTING 21MM TH. (15 + 6)MM 1:3
i) GREY CEMENT SQM 1 0.287 0.7725 0 71.75 30.9 0 103
ii) WHITE CEMENT SQM 1 0.206 0.7725 0 51.5 44.55 30.9 0 127
0.081
iii) WITH 50% WHITE CEMENT SQM 1 0.246 0.77025 0 61.5 22.33 30.81 0 115
0.0406
TERRAZO TILE FLOORING
20MM TH. PRECAST TERZ.TILES OVER
1
30MM
TH.BED 1:3
i) GREY CEMENT SQM 1 0.176 0.66 0 44 26.4 0 70
ii) WHITE CEMENT SQM 1 0.088 0.33 0 22 48.4 13.2 0 84
0.088
iii) WITH 50% WHITE CEMENT SQM 1 0.132 0.495 0 33 24.2 19.8 0 77
0.044
20MM TH. PRECAST TERZ.TILES OVER
20MM
TH.BED 1:4
i) GREY CEMENT SQM 1 0.346 1.73 0 86.5 69.2 0 156
ii) WHITE CEMENT SQM 1 0.258 1.29 0 64.5 48.4 51.6 0 165
0.088
iii) WITH 50% WHITE CEMENT SQM 1 0.302 1.51 0 75.5 24.2 60.4 0 160
0.044
2 20MM TH. PRECAST TERZ.TILE SKIRTING
OVER 12MM TH.BED 1:3
i) GREY CEMENT SQM 1 0.2788 1.0455 0 69.7 41.82 0 112
ii) WHITE CEMENT SQM 1 0.1468 0.5505 0 36.7 72.6 22.02 0 131
0.132
iii) WITH 50% WHITE CEMENT SQM 1 0.2128 0.798 0 53.2 36.3 31.92 0 121
0.066
GLAZED TILE FLOORING

Page 2
 CO-EFFICIENTS OF MATERIAL CONSUMPTION

QUANTITY AMOUNT
CEMENT SAND C/AGG. CEMENT WHITE C/SAND C/AGG. TOTAL
SN DESCRIPTION UNIT QTY.
IN BAGS IN CFT. IN CFT. 250 550 40 40 COST
PER BAG PER BAG PER CFT PER CFT
5,6 OR 7 MM TH. TILES IN
1 SQM 1 0.1884 0.7065 0 47.1 27.5 28.26 0 103
FLRNG/SKG./DADO
12MM TH C.M. 1:3 & JNTNG WHT. CEMENT 0.05
10mm Th.CERAMIC TILES OVER 20MM
2 SQM 1 0.2484 1.242 0 62.1 27.5 49.68 0 139
C.M.
1:4 GROUTING WITH WHITE CEMENT 0.05
TILE WORK IN SKIRTING,RISERS,DADO
3 SQM 1 0.2088 0.783 0 52.2 27.5 31.32 0 111
ON
12MM TH. BED C.M.1:3 WITH CEMENT
0.05
SLURRY
POINTING WITH WHITE CEMENT

Page 3
 CO-EFFICIENTS OF MATERIAL CONSUMPTION

QUANTITY AMOUNT
CEMENT SAND C/AGG. CEMENT WHITE C/SAND C/AGG. TOTAL
SN DESCRIPTION UNIT QTY.
IN BAGS IN CFT. IN CFT. 250 550 40 40 COST
PER BAG PER BAG PER CFT PER CFT
MARBLE STONE FLOORING
20MM TH. OVER 20MM C.M. 1:4 WITH
1 SQM 1 0.27024 1.35 0 67.56 54.048 0 122
GREY
30MM TH. OVER 20MM C.M. 1:4 WITH
2 SQM 1 0.2726 1.36 0 68.15 54.52 0 123
GREY
40MM TH. OVER 20MM C.M. 1:4 WITH
3 SQM 1 0.2774 1.39 0 69.35 55.48 0 125
GREY
4 EXTRA IF WHITE CEMENT FOR JOINTING SQM 1 0.0152 0 0 8.36 0 0 8
DADO 30MM TH. OVER 12MM C.M. 1:3
5 SQM 1 0.2468 0.93 0 61.7 37.02 0 99
GREY
KOTA STONE FLOORING
25MM TH. OVER 20MM C.M. 1:4 WITH
1 SQM 1 0.2982 1.49 0 74.55 59.64 0 134
GREY
30MM TH. OVER 20MM C.M. 1:4 WITH
2 SQM 1 0.3062 1.53 0 76.55 61.24 0 138
GREY
40MM TH. OVER 20MM C.M. 1:4 WITH
3 SQM 1 0.3222 1.61 0 80.55 64.44 0 145
GREY
DADO 25MM TH. OVER 12MM C.M. 1:3
4 SQM 1 0.2748 1.03 0 68.7 41.22 0 110
GREY
SAND STONE FLOORING
40MM TH. OVER 20MM C.M. 1:5 WITH
1 SQM 1 0.155 0.97 0 38.75 38.75 0 78
GREY
WITH JOINTS FINISH FLUSH
40MM TH. OVER 20MM C.M. 1:5 WITH
2 SQM 1 0.1862 1.16 0 46.55 46.55 0 93
GREY
POINTING WITH C.M.1:2
40MM TH. OVER 20MM C.M. 1:5 WITH
3 SQM 1 0.1656 1.04 0 41.4 41.4 0 83
GREY
WITH JOINTS 5MM TH.FINISH FLUSH
40MM TH. OVER 20MM C.M. 1:5 WITH
4 SQM 1 0.1968 1.23 0 49.2 49.2 0 98
GREY
WITH JOINTS 5MM &POINTING WITH
C.M.1:2

11. ROOFING

BRICK TILES OVER MUD PHUSKA WITH

1 SQM 1 0.0622 0.23 0 15.55 9.33 0 25
1:3
2 BRICK TILES WITH 1:3 OVER 12MM 1:3 SQM 1 0.1826 0.68 0 45.65 27.39 0 73
20MM TH.CLAY TILES WITH 1:4 OVER
3 SQM 1 0.3952 1.98 0 98.8 79.04 0 178
20MM 1:4
GOLA 75X75 MM (1:2:4) FINISHING WITH
4 RMT 1 0.062 0.155 0.31 15.5 6.2 12.4 34
1:3
KHURRAH 45X45 cm 5cm Th.C.C 1:2:4
5 NO. 1 0.0232 0.058 0.116 5.8 2.32 4.64 13
FINISHED
WITH 12mm C.P 1:3 WITH NEAT CEMENT
6 C.I.RAIN WATER PIPE WITH C.M. 1:2
i) 75 mm DIA. RMT 1 0.00132 0.0033 0 0.33 0.132 0 0.46
ii) 100 mm DIA. RMT 1 0.00176 0.0044 0 0.44 0.176 0 0.62
iii) 150 mm DIA. RMT 1 0.00264 0.0066 0 0.66 0.264 0 0.92

12. FINISHING

CEMENT PLASTER
1 12 mm 1:2 SQM 1 0.1958 0.49 0 48.95 19.58 0 69
2 12 mm 1:4 SQM 1 0.1094 0.55 0 27.35 21.88 0 49
3 12 mm 1:6 SQM 1 0.072 0.54 0 18 21.6 0 40
4 15 mm 1:2 SQM 1 0.234 0.59 0 58.5 23.4 0 82
5 15 mm 1:4 SQM 1 0.1308 0.65 0 32.7 26.16 0 59
6 15 mm 1:6 SQM 1 0.086 0.65 0 21.5 25.8 0 47
7 20 mm 1:2 SQM 1 0.3046 0.76 0 76.15 30.46 0 107
8 20 mm 1:4 SQM 1 0.1702 0.85 0 42.55 34.04 0 77
9 20 mm 1:6 SQM 1 0.112 0.84 0 28 33.6 0 62
CEMENT PLASTER WITH FLOATING COAT
1 12 mm 1:3 SQM 1 0.1908 0.55 0 47.7 22.02 0 70
2 12 mm 1:4 SQM 1 0.1534 0.55 0 38.35 21.88 0 60
3 15 mm 1:3 SQM 1 0.2194 0.66 0 54.85 26.31 0 81
4 15 mm 1:4 SQM 1 0.1748 0.65 0 43.7 26.16 0 70

Page 4
 CO-EFFICIENTS OF MATERIAL CONSUMPTION

QUANTITY AMOUNT
CEMENT SAND C/AGG. CEMENT WHITE C/SAND C/AGG. TOTAL
SN DESCRIPTION UNIT QTY.
IN BAGS IN CFT. IN CFT. 250 550 40 40 COST
PER BAG PER BAG PER CFT PER CFT
5 20 mm 1:3 SQM 1 0.2724 0.86 0 68.1 34.26 0 102
6 20 mm 1:4 SQM 1 0.2142 0.85 0 53.55 34.04 0 88

Page 5
 CO-EFFICIENTS OF MATERIAL CONSUMPTION

QUANTITY AMOUNT
CEMENT SAND C/AGG. CEMENT WHITE C/SAND C/AGG. TOTAL
SN DESCRIPTION UNIT QTY.
IN BAGS IN CFT. IN CFT. 250 550 40 40 COST
PER BAG PER BAG PER CFT PER CFT
CEMENT PLASTER IN TWO COATS
1 18MM TH. U/L 12mm 1:5 & T/L 6mm 1:6 SQM 1 0.1252 0.78 0 31.3 31.3 0 63
2 18MM TH. U/L 12mm 1:5 & T/L 6mm 1:3 SQM 1 0.1626 1.02 0 40.65 40.65 0 81
ROUGH CAST U/L 12mm 1:4 & T/L 10mm
3 SQM 1 0.2318 1.16 0 57.95 46.36 0 104
1:3
ROUGH CAST U/L 12mm 1:5 & T/L 10mm
4 SQM 1 0.2116 1.32 0 52.9 52.9 0 106
1:3
ROUGH CAST U/L 12mm 1:6 & T/L 10mm
5 SQM 1 0.1944 1.46 0 48.6 58.32 0 107
1:3
6 MM CEMENT PLASTER
1 6 mm 1:4 SQM 1 0.0548 0.274 0 13.7 10.96 0 25
2 6 mm 1:3 WITH FLOATING COAT SQM 1 0.1174 0.275 0 29.35 11.01 0 40
3 NEAT CEMENT PUNNING SQM 1 0.044 0 0 11 0 0 11
TERRAZO PLASTER
1 18MM TH. U/L 12mm 1:3 & T/L 6mm - GREY SQM 1 0.2328 0.873 0 58.2 34.92 0 93
18MM TH. U/L 12mm 1:3 & T/L 6mm -
2 SQM 1 0.1468 0.551 0 36.7 47.3 22.02 0 106
WHITE
0.086
WASHED STONE GRIT PLASTER
U/L 12mm 1:4 & T/L 15mm 1:0.5:2 I/C
1 SQM 1 0.3534 0.55 0 88.35 21.88 0 110
SLURRY

13. MISCELLANEOUS

1 PLINTH PROTECTION (50mm TH. 1:3:6) SQM 1 0.22 0.825 1.65 55 33 66 154

14. SANITARY

1 M.S.HOLDER BAT CLAMP NO. 1 0.01 0.025 0.05 2.5 1 2 6

2 FLOOR TRAP NO. 1 0.05 0.125 0.25 12.5 5 10 28
3 FILLING CHASE WITH 1:3:6 FOR PIPES
100 MM RMT 1 0.108 0.405 0.81 27 16.2 32.4 76
75 MM RMT 1 0.074 0.278 0.555 18.5 11.1 22.2 52
50 MM RMT 1 0.0374 0.140 0.281 9.35 5.61 11.22 26
BRICK MASONARY CHAMBERS
1 INT.SIZE - 30X30X50 cm NO. 1 0.52 130 0 0 130
BRICK WORK - 1:5
FOUNDATION CONC. - 1:5:10
INSIDE PLASTER - 12mm 1:3 WITH NEAT
CMNT.
2 INT.SIZE - 60X60X75 cm NO. 1 2.88 720 0 0 720
BRICK WORK - 1:5
FOUNDATION CONC. - 1:5:10
INSIDE PLASTER - 12mm 1:3 WITH NEAT
CMNT.
CONC. TOP SLAB - 1:2:4
3 INT.SIZE - 90X90X100 cm NO. 1 4.96 1240 0 0 1240
BRICK WORK - 1:5
FOUNDATION CONC. - 1:5:10
INSIDE PLASTER - 12mm 1:3 WITH NEAT
CMNT.
CONC. TOP SLAB - 1:2:4
4 INT.SIZE - 120X120X100 cm NO. 1 7.00 1750 0 0 1750
BRICK WORK - 1:5
FOUNDATION CONC. - 1:5:10
INSIDE PLASTER - 12mm 1:3 WITH NEAT
CMNT.
CONC. TOP SLAB - 1:2:4
5 INT.SIZE - 60X45X50 cm NO. 1 2.68 670 0 0 670
BRICK WORK - 1:5
FOUNDATION CONC. - 1:5:10
INSIDE PLASTER - 12mm 1:3 WITH NEAT
CMNT.
CONC. TOP SLAB - 1:2:4

Page 6
 CO-EFFICIENTS OF MATERIAL CONSUMPTION

QUANTITY AMOUNT
CEMENT SAND C/AGG. CEMENT WHITE C/SAND C/AGG. TOTAL
SN DESCRIPTION UNIT QTY.
IN BAGS IN CFT. IN CFT. 250 550 40 40 COST
PER BAG PER BAG PER CFT PER CFT
S.W/RCC PIPES
1 JOINTING S.W.PIPE WITH 1:1
i) 100 mm dia. RMT 1 0.0434 0.054 0 10.85 2.17 0 13
ii) 150 mm dia. RMT 1 0.0646 0.081 0 16.15 3.23 0 19
iii) 200 mm dia. RMT 1 0.0866 0.108 0 21.65 4.33 0 26
iv) 230 mm dia. RMT 1 0.0974 0.122 0 24.35 4.87 0 29
v) 250 mm dia. RMT 1 0.108 0.135 0 27 5.4 0 32
2 JOINTING S.W.PIPE WITH 1:3
i) 100 mm dia. RMT 1 0.0214 0.080 0 5.35 3.21 0 9
ii) 150 mm dia. RMT 1 0.032 0.120 0 8 4.8 0 13
iii) 200 mm dia. RMT 1 0.0426 0.160 0 10.65 6.39 0 17
iv) 230 mm dia. RMT 1 0.048 0.180 0 12 7.2 0 19
v) 250 mm dia. RMT 1 0.0534 0.200 0 13.35 8.01 0 21
3 C.C.1:5:10 ALROUND S.W.PIPES
i) 100 mm dia. RMT 1 0.3848 2.405 4.81 96.2 96.2 192.4 385
ii) 150 mm dia. RMT 1 0.4706 2.941 5.883 117.65 117.65 235.3 471
iii) 200 mm dia. RMT 1 0.5486 3.429 6.858 137.15 137.15 274.3 549
iv) 230 mm dia. RMT 1 0.6006 3.754 7.508 150.15 150.15 300.3 601
v) 250 mm dia. RMT 1 0.6344 3.965 7.930 158.6 158.6 317.2 634
C.C.1:5:10 UPTO HAUNCHES OF
4
S.W.PIPES
i) 100 mm dia. RMT 1 0.1828 1.143 2.285 45.7 45.7 91.4 183
ii) 150 mm dia. RMT 1 0.2964 1.853 3.705 74.1 74.1 148.2 296
iii) 200 mm dia. RMT 1 0.3484 2.178 4.355 87.1 87.1 174.2 348
iv) 230 mm dia. RMT 1 0.3822 2.389 4.778 95.55 95.55 191.1 382
v) 250 mm dia. RMT 1 0.4056 2.535 5.070 101.4 101.4 202.8 406
5 GULLY TRAP NO. 1 0.54 135 0 0 135
6 JOINTING R.C.C PIPE WITH 1:2
i) 100 mm dia. RMT 1 0.01 0.025 2.5 1 0 4
ii) 150 mm dia. RMT 1 0.012 0.03 3 1.2 0 4
iii) 250 mm dia. RMT 1 0.018 0.045 4.5 1.8 0 6
iv) 300 mm dia. RMT 1 0.022 0.055 5.5 2.2 0 8
v) 450 mm dia. RMT 1 0.048 0.12 12 4.8 0 17
vi) 500 mm dia. RMT 1 0.052 0.13 13 5.2 0 18
vii) 600 mm dia. RMT 1 0.064 0.16 16 6.4 0 22
viii) 700 mm dia. RMT 1 0.074 0.185 18.5 7.4 0 26
ix) 800 mm dia. RMT 1 0.084 0.21 21 8.4 0 29
x) 900 mm dia. RMT 1 0.098 0.245 24.5 9.8 0 34
xi) 1000 mm dia. RMT 1 0.11 0.275 27.5 11 0 39
xii) 1100 mm dia. RMT 1 0.122 0.305 30.5 12.2 0 43
xiii) 1200 mm dia. RMT 1 0.136 0.34 34 13.6 0 48

BRICK MASONARY MANHOLES

BRICK WORK - 1:4
FOUNDATION CONC. - 1:4:8
INSIDE PLASTER - 12mm 1:3 WITH NEAT
CMNT.
CONC. TOP SLAB - 1:2:4
C.C.CHANNEL - 1:2:4 WITH NEAT CEMENT
1 INT.SIZE - 90X80X45 cm NO. 1 4.62 1155 0 0 1155
2 INT.SIZE - 90X80X60 cm NO. 1 4.98 1245 0 0 1245
3 INT.SIZE - 120X90X90 cm NO. 1 7.64 1910 0 0 1910
EXTRA FOR DEPTH FOR MANHOLES
1 SIZE 90X80 Cm RMT 1 2.52 630 0 0 630
2 SIZE 120X90 Cm RMT 1 3.04 760 0 0 760
ARCHED TYPE BRICK MASONARY
MANHOLES
BRICK WORK - 1:4 & 1:3
FOUNDATION CONC. - 1:4:8
INSIDE PLASTER - 12mm 1:3 WITH NEAT
CMNT.
CONC. TOP SLAB - 1:2:4
C.C.CHANNEL - 1:2:4 WITH NEAT CEMENT
INT.SIZE - 140X90 cm
1 2.45 m deep NO. 1 12.68 3170 0 0 3170
2 4.25 m deep NO. 1 16.90 4225 0 0 4225

Page 7
 CO-EFFICIENTS OF MATERIAL CONSUMPTION

QUANTITY AMOUNT
CEMENT SAND C/AGG. CEMENT WHITE C/SAND C/AGG. TOTAL
SN DESCRIPTION UNIT QTY.
IN BAGS IN CFT. IN CFT. 250 550 40 40 COST
PER BAG PER BAG PER CFT PER CFT
3 9.75 m deep NO. 1 37.82 9455 0 0 9455
EXTRA FOR DEPTH FOR MANHOLES
1 FROM 2.45m TO 4.25m RMT 1 2.34 585 0 0 585
2 BEYOND 4.25m TO 9.75m RMT 1 3.80 950 0 0 950
3 BEYOND 9.75m RMT 1 4.70 1175 0 0 1175

Page 8
 CO-EFFICIENTS OF MATERIAL CONSUMPTION

QUANTITY AMOUNT
CEMENT SAND C/AGG. CEMENT WHITE C/SAND C/AGG. TOTAL
SN DESCRIPTION UNIT QTY.
IN BAGS IN CFT. IN CFT. 250 550 40 40 COST
PER BAG PER BAG PER CFT PER CFT
CIRCULAR TYPE BRICK MASONARY
MANHOLES
1 INT.BOT.DIA.-91cm & TOP DIA.-56cm
BRICK WORK - 1:4
FOUNDATION CONC. - 1:3:6
INSIDE PLASTER - 12mm 1:3 WITH NEAT
CMNT.
CONC. TOP SLAB - 1:2:4
C.C.CHANNEL - 1:2:4 WITH NEAT CEMENT
a 0.91 m deep NO. 1 5.50 1375 0 0 1375
b 1.67 m deep NO. 1 7.22 1805 0 0 1805
2 INT.BOT.DIA.-122cm & TOP DIA.-56cm
BRICK WORK - 1:4
FOUNDATION CONC. - 1:3:6
INSIDE PLASTER - 12mm 1:3 WITH NEAT
CMNT.
CONC. TOP SLAB - 1:2:4
C.C.CHANNEL - 1:2:4 WITH NEAT CEMENT
a 1.68 m deep NO. 1 10.78 2695 0 0 2695
b 2.29 m deep NO. 1 12.54 3135 0 0 3135

3 INT.BOT.DIA.-152cm & TOP DIA.-56cm

BRICK WORK - 1:4
FOUNDATION CONC. - 1:3:6
INSIDE PLASTER - 12mm 1:3 WITH NEAT
CMNT.
CONC. TOP SLAB - 1:2:4
C.C.CHANNEL - 1:2:4 WITH NEAT CEMENT
a 2.30 m deep NO. 1 21.72 5430 0 0 5430
b 4.18 m deep NO. 1 33.42 8355 0 0 8355
EXTRA FOR DEPTH FOR CIRCULAR
MANHOLES
1 0.91m INT.DIA.AT BOT.- 0.91 TO 1.67 m RMT 1 2.26 565 0 0 565
2 1.22m INT.DIA.AT BOT.- 1.682 TO 2.29 m RMT 1 2.88 720 0 0 720
3 1.52m INT.DIA.AT BOT.- 2.30 TO 4.18 m RMT 1 101 25250 0 0 25250
MISCELLANEOUS
1 P/F M.S.FOOTREST WITH C.C.1:3:6 NO. 1 0.0176 0.066 0.132 4.4 2.64 5.28 12
2 MAKING CONNECTION WITH MANHOLE
i) FOR PIPES 100 TO 230mm DIA. NO. 1 0.112 28 0 0 28
ii) FOR PIPES 250 TO 300mm DIA. NO. 1 0.19 47.5 0 0 48
iii) FOR PIPES 350 TO 450mm DIA. NO. 1 0.306 76.5 0 0 77
3 ROAD GULLY CHAMBER 50X45X60 cm NO. 1 1.76 440 0 0 440
4 ROAD GULLY CHAMBER 45X45X77.5 cm NO. 1 1.82 455 0 0 455
5 ROAD GULLY CHAMBER 110X50X77.5 cm NO. 1 3.20 800 0 0 800
BRICK MASONARY INSPECTION
CHAMBERS
BRICK WORK - 1:5
FOUNDATION CONC. - 1:5:10
INSIDE PLASTER - 12mm 1:3 WITH NEAT
CMNT.
CONC. TOP SLAB - 1:2:4
1 INT.SIZE 455X610X450 MM NO. 1 1.72 430 0 0 430
2 INT.SIZE 500X700X450 MM NO. 1 2.04 510 0 0 510
3 INT.SIZE 600X850X450 MM NO. 1 2.54 635 0 0 635
EXTRA FOR DEPTH BEYOND 45 cm
INT.SIZE 455X610 RMT. 1 1.50 375 0 0 375
INT.SIZE 500X700 RMT. 1 1.64 410 0 0 410
INT.SIZE 600X850 RMT. 1 1.92 480 0 0 480

TOTAL 476.14 494.95 274.50 118652.19 840.51 19798.13 10979.98 150270.81

Qty.
1.5282 white
cement

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 CO-EFFICIENTS OF MATERIAL CONSUMPTION

QUANTITY AMOUNT
CEMENT SAND C/AGG. CEMENT WHITE C/SAND C/AGG. TOTAL
SN DESCRIPTION UNIT QTY.
IN BAGS IN CFT. IN CFT. 250 550 40 40 COST
PER BAG PER BAG PER CFT PER CFT
Qty.
474.61 Grey
cement

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