Item 26.44.2
Considering 1.83 m long 3 Nos. pipe = 5.49 m work
1. 225 mm dia 1.83 m long RCC pipe: 3 Nos. @ 750 each = 2250
2. Jointing materials
(a) Hem 1.75 sqm. @ 22 Per sqm.. = 38.5
(b) Cement mortar (1:4)
(i) Cement 0.31 bag. @ 370 Per bag. = 114.7
(ii) Sand (F.M. 1.2) 0.8 cft. @ 1300 Per % cft. = 10.4
3. Excavation 137.73 cft. @ 1412.5 Per % 0 cft. = 194.54
4. Bedding by sand (F.M. 1.2) 18 cft. @ 1300 Per cft. = 234
5. Babour:
(a) Plumber 0.5 No. @ 300 each = 150
(b) Skilled labour 0.5 No. @ 200 each = 100
(c) Ordinary labour 1 No. @ 150 each = 150
Total = 3242.14
Profit 0.1 = 324.21
Overhead 0.035 = 113.47
= 3679.82
Add VAT with adjustment factor 1.04712 0.045 = 173.39
Grand total = 3853.21
Rate per rm. = 701.86
Say, 702 .00 Per rm
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