Item 26.44.4
Considering 1.83 m long 3 Nos. pipe = 5.49 m work
1. 375 mm dia 1.83 m long RCC pipe: 3 Nos. @ 1220 each = 3660
2. Jointing materials
(a) Hem 2.73 sqm. @ 22 Per sqm.. = 60.06
(b) Cement mortar (1:4)
(i) Cement 0.47 bag. @ 370 Per bag. = 173.9
(ii) Sand (F.M. 1.2) 1.18 cft. @ 1300 Per % cft. = 15.34
3. Excavation 217.89 cft. @ 1412.5 Per % 0 cft. = 307.77
4. Bedding by sand (F.M. 1.2) 26.3 cft. @ 1300 Per cft. = 341.9
5. Labour:
(a) Plumber 0.5 No. @ 300 each = 150
(b) Skilled labour 1 No. @ 200 each = 200
(c) Ordinary labour 2 Nos. @ 150 each = 300
Total = 5208.97
Profit 0.1 = 520.9
Overhead 0.035 = 182.31
= 5912.18
Add VAT with adjustment factor 1.04712 0.045 = 278.58
Grand total = 6190.76
Rate per rm. = 1127.64
Say, 1128 .00 Per rm
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