Item 30.16.2
Supplying and placing 80 mm colored Uni-block for bus terminal, minor road, industrial yard on 50 mm
stabilized sand base: compressive strength 49N/mm2
Consideration of 100 sft. of work
(a) Material
(i) 80 mm colored uni-block
(222 x 110 x 80 mm) 388 Nos. @ 23 Per block = 8924
(ii) Sand 30 cft. @ 1300 Per % cft. = 390
(iii) Transportation of block 388 Nos. @ 1.1 each = 426.8
(b) Labour
(i) Head mason 0.1 No. @ 350 each = 35
(ii) Mason 1 No. @ 250 each = 250
(iii) Ordinary Labour 2 Nos. @ 150 each = 300
(d) Tools & machinery 100 sft. @ 1.5 Per sft. = 150
(e) Local carriage, storage & sundries etc. LS. = 45
Total = 10520.8
Profit 0.1 = 1052.08
Overhead 0.035 = 368.23
= 11941.11
Add VAT with adjustment factor 1.04712 0.045 = 562.67
Grand total = 12503.78
Rate per sft. = 125.04
Rate per sqm. = 1345.93
Say, 1346 .00 Per sqm.
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