Constructing New Box type VRB at ch. 920 mt. Of Vatrasar Branch Canal of Ta. Dist. Patan (Deposit Work).

It. Rate in Amount in

specification and reference to book Quantity Unit

of specifications)

1 Excavation in all sorts of soil (Including 370.000 cmt. 79.00

wet and slushy conditoin of soil ) with

yellow, sandy, gravelly soil including

soft murrum and H.M. including

stracking and depositing the

excavated stuff in uniform layers as

and where directed up to lead 30 mt.

and lift as shown below including

clearing the site etc complete

(including dewatering) (B) for foundation

trenches of C.D.works (a) 0.0 to 3.0 Mt.

2 Providing and laying foundation 43.000 Cmt. 3424.30

concrete of proportion as under by

using cement, sand and machine

crushed course aggregate laid in situ

including necessary temping, smooth

finishing, watering and curing as

directed with all leads and lifts etc

complete. (a) PCC 1:3:6

3 Providing and laying CC 1:2:4 grade 142.000 cmt 4873.40

using cement, sand & crushed metal

incuding providing & erecting necessary

form work, centering, vibrating, smooth

finishing, watering & curing as directed

with all leads & lifts etc. complete. (a)

Sub structures

4 Providing and laying RCC 1:1.5:3 grade 104.000 cmt 5101.40

by using cement, sand and crushed

metal for different items like copping

work, pier cap, abutment cap, wearing

coat, skin concrete, solid slab upto

cm thick barrel of canal syphons,

barrels of RCC through & beams for

foundation and super structure as per

approved design incl. providing

necessary centering, shuttering and

fprm work vibrating, smooth finishing,

watering and curing as directed with all

lead and lifts etc comp

5 Providing and laying HYSD/TMT Fe 500 9.811 MT 71366.00

steel bar reinforcement for R.C.C. works

and anchor bar with providing binding

wires including cutting, bending,

welding, binding in position hooking,

placing in position with all leads & lifts

etc. complete.(C) TMT Fe 500 steel bars

Schedule-B Bill of Quantity.xlsx

Description of Item (with brief

It. Rate in Amount in

specification and reference to book Quantity Unit

of specifications)

6 Earth work in embankment for 235.000 cmt 88.00

strenthing of banks from borrow pits in

all sorts of soil and soft murrum or other

suitable strata as directed including

breaking the clods and dressing to the

design sections including cutting the

proud section with lead as under and all

lift including site clearing etc. complete.

Total Amount Rs.

Total Amount Rs.

Executive Engineer

Deesa Irrigation Division

Schedule-B Bill of Quantity.xlsx