Item 26.44.3
Considering 1.83 m long 3 Nos. pipe = 5.49 m work
1. 300 mm dia 1.83 m long RCC pipe: 3 Nos. @ 1010 each = 3030
2. Jointing materials
(a) Hem 2.19 sqm. @ 22 Per sqm.. = 48.18
(b) Cement mortar (1:4)
(i) Cement 0.4 bag. @ 370 Per bag. = 148
(ii) Sand (F.M. 1.2) 1 cft. @ 1300 Per % cft. = 13
3. Excavation 175.16 cft. @ 1412.5 Per % 0 cft. = 247.41
4. Bedding by sand (F.M. 1.2) 21.96 cft. @ 1300 Per cft. = 285.48
5. Labour:
(a) Plumber 0.5 No. @ 300 each = 150
(b) Skilled labour 0.5 No. @ 200 each = 100
(c) Ordinary labour 2 Nos. @ 150 each = 300
Total = 4322.07
Profit 0.1 = 432.21
Overhead 0.035 = 151.27
= 4905.55
Add VAT with adjustment factor 1.04712 0.045 = 231.15
Grand total = 5136.7
Rate per rm. = 935.65
Say, 936 .00 Per rm
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