Improvement on existing HR structure of Escape at ch. 14910 mt. and Wasnoli Minor at Ch.21480 mt. of Hansot Branch Canal.

Bill of Quantities

Name of Work: Improvement on existing HR structure of Escape at ch. 14910 mt.

and Wasnoli Minor at Ch.21480 mt. of Hansot Branch Canal.

Qty. Unit Description of Item Rate Amount

Clearing the canal land width including

removing the shrub, bushes, cactus, weeds

other vegetation including cutting down

1 9900.00 SM trees upot 0.50cm girth and depositing the 14.60 SM

removed materials outside the canal land

width up to lead of 50 meter as directed

etc. complete. (Without water pool)

Dismentalling the existing brick masonry

including sorting out and stacking the

2 53.00 CM useful materials and removing the debries 757.40 CM

and making good the damage etc. complete

Dismentalling the existing foundation

concrete including disposing the

dismentalled stuff including sorting out and

3 14.00 CM stacking the useful materials and removing 1165.20 CM

the debries and making good the damage

etc. complete as directed. (b) In cement

Dismentalling the existing R.C.C.pipes of

the following diameter including sorting

out and stacking of the useful materials

including refilling the trenches etc.

complete as directed. (NP-2 pipes)

(d) 1000mm to 1200 mm dia

Excavation for foundation in all sorts of

soil including yellow, sandy, gravelly soil,

soft AND hard murrum, etc. dry condition

including depositing the excavated stuff in

uniform layers in banks or as directed etc.

complete for lead uo to 1.0 Km and all

lifts. (By machinery) (a) Above water

Providing and laying plain/ reinforced

cement concrete of cement, sand and metal

(above 12 mm and upto 20 mm size) in

6 74.00 CM following proportion including centering, 5330.00 CM

shuttering, temping, smooth finishing,

curing etc. complete as directed for all

leads and lifts. (d) 1:1.5:3

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

7 18.00 Rmt soaked in cement slurry, finishing joints, 4952.60 Rmt

and laying pipes to the designed grade and

levels, curing etc. complete for all lead and

(f) NP3 class 1100mm dia pipe.

Trimming of the canal section manually for

8 3968.00 SM preparing subgrade for laying cement 72.80 SM

Providing and placing in position

reinforcement bars including cutting,

9 5.00 Qtl bending welding, joints where necessary, 7194.00 Qtl

hooking etc. complete as per drawing for

all lead and lifts.(A) (TMT steel)

Providing and laying plain / reinforced

cement concrete lining of 1:2:4 Praportion

(Nominal Mix) in bed, side slopes and

curvature including mixing, transporting

10 3984.00 SM placing, smooth finishing, curing including 364.50 SM

dewatering where required. (Manual with

conventional Mixer without paver).

(a) 7.5 cm in Bed & slope (With Water

Manufacture, supply and erection of

vertical gate consisting gate leaf, stiffeners,

rubber seal, embedded parts as shown in

drawings including cost of materials,

fabrication, painting, erection in position

with all accessories second stage

concreting etc. complete as per drawing

and specifications. (Size 1.30 X 1.20)

(Rs.) Twenty Five Lakh Seventy Three Thousand Seven Hundred Seventy Two Rupees and Fourty

Five Paise Only

Deputy Executive Engineer Executive Engineer

Hansot Canal Sub Division U.R.B.C. Inv. Division

Hansot Ankleshwar