Flood Protection Work

Bill of Quantity

Quantity Unit Description of Item Rate Unit Amount

Item No. 1 :Cleaning the slope of dam

within the dam boundry by removing the

bushes,shrubs girth and small trees

1 1062.50 Sqm including depositing the materials as and 4.90 Sqm

where directed up to 50 mt. and all lift

Item No. 2 :Excavation for foundation in

overburden in all sorts of soil hard

murrum , gravel etc including shoring

1131.00 Cum strutting and depositing the excavated 104.05 Cum

stuff in regular stacks or layers with lead

up to 500 mtr and all lifts. (By

Machinery)Including Dewatering

Item No. 3 :Providing & Laying in

position "NOMINAL MIX" cement

concrete using cement, sand and

crushed aggregate by mass and machine

mix for C.C./R.C.C work incl. necessary

3 167.00 Cum formworks centering, scaffolding, 3346.00 Cum

compaction by vibrator, curing as

directed with all lead & lift etc complete

Without Dewatering and excluding cost

of steel reinforcement.(a) C. C. Nominal

Mix, M-10 and MSA-40 mm

Item No.4 : Providing & Laying in

position "NOMINAL MIX" cement

concrete using cement, sand and

crushed aggregate by mass and machine

mix for C.C./R.C.C work incl. necessary

4 878.00 Cmt formworks centering, scaffolding, Cum

compaction by vibrator, curing as

directed with all lead & lift etc complete

Without Dewatering and excluding cost

of steel reinforcement.(c) C. C. Nominal

Mix, M-15 and MSA-20 mm

No. : Providing and laying in

position 110 mm dia (6 kgf/sq

265.00 Rmt Pipe for weep holes with non 262.50 Rmt

corrodingjali in abutments, wing walls,

retaining walls etc. complete.

Item No.6No. : Providing and laying

uncoursed rubble masonry in ordinary

6 portland cement mortar 1:5 proportion

in foundation including curing etc.

complete for all leads and lifts. (Below

Item No.7No. : Providing and laying

uncoursed rubble masonry in ordinary

portland cement mortar 1:5 proportion

in super structure including scaffolding,

racking out joints, curing etc. complete

for all leads and lifts.(Above GL)

Item No. 8 : Providing cement pointing

in stone masonry in cement sand mortar

8 150 Sqmt 1:2 proportion by including racking out 144.10 Sqmt

joints to 20mm depth,watering

,finishing,scaffolding etc.complete

No. :Backfilling the foundation

trenches around the structures etc with

9 291.00 Cmt selected excavated stuff including 36.9 Cmt

watering, ramming, compacting etc.

I/Weam/arewillingtocarryouttheworkat… ............................ %above/below percent(Should

Be writteninfiguresandwords)oftheestimatedratementionedabove.Amountofmy/our tender

works out as under.

Estimatedamountputto tender Estimatedamountputto tender

Deduct………%below Add………%Above

Inwords Inwords