Item 26.42.2
Considering 3 x 1.83 m =5.49 m work
1. 150 mm dia 1.8 m long HCI pipe: 3 Nos. @ 2250 each = 6750
2. Jointing materials
(a) Hem 1.35 sqm. @ 22 Per sqm. = 29.7
(b) Cement mortar (1:4)
(i) Cement 0.2 bag. @ 370 Per bag. = 74
(ii) Sand (F.M. 1.2) 0.52 cft. @ 1300 Per % cft. = 6.76
3. Excavation 64.63 cft. @ 1412.5 Per % 0 cft. = 91.29
4. Bedding by sand (F.M. 1.2) 10.95 cft. @ 1300 Per cft. = 142.35
5. Labour:
(a) Plumber 0.25 No. @ 300 each = 75
(b) Skilled labour 0.5 No. @ 200 each = 100
(c) Ordinary labour 0.5 No. @ 150 each = 75
Total = 7344.1
Profit 0.1 = 734.41
Overhead 0.035 = 257.04
= 8335.55
Add VAT with adjustment factor 1.04712 0.045 = 392.77
Grand total = 8728.32
Rate per rm. = 1589.86
Say, 1590 .00 Per rm
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