Renovation of Existing Irrigation Structure on Kosamba Branch VRB at Ch. 30889

Bill of Quantities

Name of Work :- Renovation of Existing Irrigation Structure on Kosamba Branch

Item Qty. Unit Item Rate Per Amount

Dismantling the existing stone

masonry including sorting out and

stacking the useful materials and

1 313.00 m3 removing the debries and making 757.40 m3

good the damage etc. complete as

(b) In cement mortar

Dismentalling the existing

R.C.C.pipes of the following

diameter including sorting out and

15.00 Rmt stacking of the useful materials 873.90 Rmt

including refilling the trenches etc.

complete as directed. (NP-2 pipes)

(c) 650 mm to 900 mm dia.

45.00 Rmt (d) 1000 mm to 1200 mm dia. 1281.70 Rmt

Earthwork in embankment using

soil, soft & hard murrum excavated

from approved borrow area/village

3 1200.00 m3 tanks etc. including breaking clods, 118.10 m3

dressing to the design section with

lead up to 5.00 kilometer and

all lifts. (By Poclane machinary)

Supplying of graded stone

aggregates of following sizes ( for

4 600.00 m3 W.B.M. road ) (2) Hand Broken 262.48 m3

stone aggregates 40mm to 63 mm

Spreading the stone aggregate for

rolling and W.B.M. including filling

the interstices to required camber

and gradient (excluding spreading of

Blindage)(ii) 40mm to 63mm size

aggreagates (H.B.)

Providing hard murrum/soft murrum

on canal service road including

6 150.00 m3 sprading the same dressing the top 426.90 m3

surface in required grade and

camber etc. complete.

Excavation of canal/drains in all

sorts of soils (including wet and

slushy condition of soil) including

depositing the excavated stuff in

uniform layers in canal/Drain banks

or in spoil banks or as and where

7 106.00 m3 directed including dressing the 72.00 m3

canal/drain section upto lead of

K.M. and all lift including clearing

the site etc. complete. (By

machinery for canal/drain

maintanance ) above 1.5 cumecs

Providing and laying plain /

reinforced Nominal Mix cement

concrete of various grade with

cement,sand and coarse aggregates

including centering, shuttering,

111.00 m3 batching, mixing, transporting, 4479.90 m3

8 placing, vibrating, smooth finishing,

curing etc. complete for all lead and

lift.(Manually With Conventional

Mixer, Including dewatering)

(i) M-15 grade.(1:2:4)

Providing and placing in position

reinforcement bars including

cutting, bending welding, joints

9 79.00 Qtl where necessary, hooking etc. 7194.00 Qtl

complete as per drawing for all lead

Providing and laying plain /

reinforced cement concrete lining of

1:2:4 proportion (Nominal mix) in

bed, side slope and curvature

including mixing transporting,

10 761.00 m2 placing, smooth finishing, curing 448.20 m2

including dewatering where required

(Manually With Conventional Mixer

(a) 10 cm thick lining in Bed &

slope (With water curing)

Providing and fixing in position

(different diameter) I.S NP3 class

reinforced pipe with caulking the

joints with cement mortar 1:1

proportion using jute string soaked

11 in cement slurry, finishing joints,

and laying pipes to the designed

grade and levels, curing etc.

complete for all lead and lifts.

(e) NP3 class 900mm dia pipe.

45.00 Rmt (g) NP3 class 1200mm dia pipe. 5758.40 Rmt

Providing and laying 300 mm thick

pucca rubble pitching in cement

mortar 1:5 proportion with the

surface pointed with cement mortar

of 1:3 proportion including curing

etc. complete for all leads & lifts.

Rupees forty-Six lakh Four hundred Fifty-four and sixty paisa only

Deputy Executive Engineer Executive Engineer

Ilav DIstry Sub Division U.R.B.C.I. Division

Ilav Ankleshwar