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Bill of Quantity for Special Repair of Bridge (3/1) on Silli River in 3rd Km of Silli Banta Hazam Tiker<br />
Rangamati Road<br />
Estimated Cost : Rs. 23,99,549.00<br />
Earnest Money : Rs. 48,000.00 Cost of B.O.Q. : Rs. 5,000.00<br />
Time of Completion : 20 th March 2011<br />
Sl.<br />
No.<br />
Description of Item Unit Qty Rate (in Rs.) Amount (in<br />
(in<br />
Figures)<br />
(in Words) Rs.)<br />
1 Earthwork in excavation in<br />
foundation trenches in ordinary<br />
soil (vide classification of soil<br />
item-A) and disposal of<br />
excavated earth as obtained to a<br />
distance upto 50M including all<br />
lifts, levelling, ramming the<br />
foundation trenches, removing<br />
roots of trees, shurbs all<br />
complete as per approved<br />
design, building specification and<br />
direction of E/i.<br />
2 Providing P.C.C. M-150 in<br />
nominal mix of (1:2:4) in<br />
foundation with approved quality<br />
of stone chips 20mm to 6mm<br />
size graded and clean coarse<br />
sand of F.M. 2.5 to 3 including<br />
screning shuttering mixing<br />
cement concrete in mixer and<br />
placing in position vibrating<br />
striking, curing taxes and royalty<br />
all complete as per building<br />
specification and direction of<br />
3<br />
4<br />
Engineer-in-charge.<br />
Providing rough dressed random<br />
rubble stone masonary in<br />
CM(1:3)in foundation with<br />
approved quality of coarse sand<br />
or requisite F.M.(2.5 to 3.0)<br />
washed and screened with raking<br />
out joints,curing, scaffolding and<br />
its removal where required<br />
including royalty and all taxes<br />
etc.complete job as per<br />
specification and direction of E/I.<br />
Providing random rubble stone<br />
masonry in cement mortar (1:3)<br />
in super structure and plinth with<br />
hammer dressed stone of less<br />
than 0.03M 3 in volume and clean<br />
coarse sand of F.M. 2 to 2.5<br />
including cost of screening,<br />
raking out joints to 20mm depth,<br />
curing, taxes and royalty all<br />
complete as per building<br />
specification and direction of<br />
Engineer in Charge.<br />
Per M 3 432.94 28.90<br />
Per M 3 192.428 3919.55<br />
Per M 3 339.711 2073.01<br />
Per M 3 151.553 2126.90<br />
12<br />
Rupees<br />
Twenty<br />
Eight and<br />
Paise Ninety<br />
only<br />
Rupees<br />
Three<br />
Thousand<br />
Nine<br />
Hundred<br />
Nineteen<br />
and Paise<br />
Fifty Five<br />
only<br />
Rupees Two<br />
Thousand<br />
Seventy<br />
Three and<br />
Paise One<br />
Only<br />
Rupees Two<br />
Thousand<br />
One<br />
Hundred<br />
Twenty Six<br />
and Paise<br />
Ninety Only<br />
12512.00<br />
754231.00<br />
704224.00<br />
322338.00
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