Constructing Fall cum VRB structure at Ch.1170 of Hansot Branch canal

Bill of Quantities

Name of Work :- Constructing Fall cum VRB structure at Ch.1170 of Hansot Branch canal

Qty. Unit Item Rate Per Amount

Dismentalling the existing stone masonry

including sorting out and stacking the

useful material sand removing the debries

252.00 CM and making good the damage etc.

complete as directed.

Dismentalling the existing foundation

concrete including deposing the

dismentalled stuff including sorting out

and stacking the useful materials

and removing the debries and making

good the damage etc.complete as

320.00 CM (b) In cement concrete 1165.20 CM

90.00 CM (c) R.C.C for super structure. 1310.80 CM

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft

& hard murrum, etc. dry condition including

depositing the excavated stuff in uniform

1314.00 m3 layers in banks or as directed etc. 86.10 m3

complete for lead uo to 1.0 Km and all lifts.

(B) below Water Table

Earthwork in embankment using soil, soft

& hard murrum excavated from approved

borrow area/village tanks etc.including

3759.00 m3 breaking clods, dressing to the design 118.10 m3

section with lead up to 5.0 kilometer

and all lifts. (By Poclane machinary)

Compaction of selected soil/hard

murrum/soft murrum in even thickness of

3759.00 m3 15 to 20 cms including watering rolling of 10.40 m3

suitable capacity etc. complete as directed.

Providing and laying plain/ reinforced

Design Mix cement concrete of various

grade with cement, sand and coarse

aggregates including centering, shuttering,

batching, mixing, transporting, placing,

vibrating, smooth finishing, curing etc.

complete for all lead and lift.(Baching Plant

Based, Including dewatering)

101.00 CM M-10 grade (A) Foundation 3836.00 CM

M-15 grade. (C)Piers, abutment,

1316.00 CM wingwalls, headwall, returnwall etc. 4499.60 CM

M - 20 grade (C) Raft, Bottom slab of

44.00 CM barel, footing of columns, piers, abutment 4796.10 CM

and bottom slab of sump etc.

M- 25 grade (D) Raft, Bottom slab of barel,

footing of columns, piers, abutment and

60.00 CM bottom slab of sump etc.

M- 25 grade (E) Roadway slab, approch

salb, chute floor slab, kerb, piercap,

205.00 CM abutment cap, hoisting platform,top slab of 5206.30 CM

Providing and placing in position

reinforcement bars including cutting,

bending welding, joints where necessary,

hooking etc. complete as per drawing for

318.00 Qtl all lead and lifts.

Providing and laying plain / reinforced

cement concrete lining of M-15 grade in

bed, side slopes and curvature including

batching, mixing, transporting placing,

smooth finishing, curing including

dewatering where required.

( machinary based without Paver).

1900.00 m2 (C) 15 cm thick lining in Bed & slope 659.40 m2

Providing and fixing in position pre

moulded asphalt or bitumin cork board of

approved quality and specification as per

106.00 sqmt design and drawing as directed.

(D) 12mm thickness

Providing and fixing in position PVC heavy

duty water stops in barrels, trough, and

wing wall with 25 mm wide expension joint

as shown in drawing including filling the

43.00 m joints with asphalt pad or bitumins or cork 384.90 m

board of approved quality.

(A) 225mm wide PVC water stop.

Providing and filling the polysulphide joint

selent of the approved make in the

expansion and contraction joints in the c.c.

lining including clearing the joints with air

Providing & fixing in position sign board of

standard size of 1.20mx0.90m with M.S

angle 40mmx40mmx6mm with 3mm thick

iron plate including fixing in 1:5:10 prop.

1.00 No. Concrete block size 40cmx40cmx75 cm

including painting existing data on the

board etc. complete as directed.

Supplying of graded stone aggregates of

540.000 m 3 following size ( For W.B.M. road) 262.48 m3

H.B.Stone aggregates (i) 40 mm to 63 mm

Spreading the stone aggregate for Roling

and W.B.M. including filling the interstices

m3 forming the surface to rrquired camber & m3

gradient (excluding spreading of Blindage)

(ii) 40 mm to 63 mm size aggregates (H.B)

Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats)

to give an required shape even shade after

612.00 sqmt thoroughly brushing the surface to remove 120.2607 sqmt

all dirt, and remains of loose powdered

materials.etc complete

Providing gauge plate of following size of

material fibre glass reinforced plastic with

engraved bands width and figures with

necessary clits and fastenersand fixing the

7.00 No. same at the site of work etc complete 14786.61 No.

For 0.60 mt. x 1.0 mt. gauge patti

Type - A, "W" : Metal Beam CrashBarrier

(Providing and erecting a "W" metal beam

crash barrier comprising of 3 mm thick

corrugated sheet metal beam rail, 70 cm

above road/ground level, fixed on ISMC

series channel vertical post, 150 x 75 x

mm spaced 2 m centre to centre, 1.8 m

40.00 Mt high, 1.1 m below ground/road level, all 3462.00 Mt

steel parts and fitments to be galvanised

by hot dip process, all fittings to conform to

IS:1367 and IS:1364, metal beam rail to be

fixed on the vertical post with a spacer of

channel section 150 x 75 x 5 mm, 330 mm

long complete as per clause 811)

Providing Videography on the ocassion of

function or for on going construction work

1.00 4 Hrs. including dubbing, titeling etc. complete 1230.51 4 Hrs.

including cost of casserre/CD

(b) Up to 4.00 hours

Rupees:- One Crore Thirty Five Lakh Thirteen Thousand Six Hundred Thirty Seven rupees

and thirteen paise only

Deputy Executive Engineer Executive Engineer

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

Ankleshwar Ankleshwar