Constructing A Canal Syphone @ Ch. 1620 mt of Jitali Branch Canal Ex Ukai Right Bank Main Canal At the Crossing Of Local Drain And Village Road

Bill of Quantities

Name of Work :- Constructing A Canal Syphone @ Ch. 1620 mt of Jitali Branch Canal Ex

Ukai Right Bank Main Canal At the Crossing Of Local Drain And Village

Qty. Unit Item Rate Per Amount

Dismentalling the existing stone masonry

including sorting out and stacking the useful

834.00 CM material sand removing the debries and 757.40 CM

making good the damage etc. complete as

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 directed.

517.00 CM (b) In cement concrete 1165.20 CM

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

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)

150.00 Rmt (D) 1000 mm to 1200 mm dia. 1281.70 Rmt

Dewatering the foundation trenches during

excavation of canals, drains, foundation

tranches, concrete, masonary etc. till

completion and diversion of surface and sub

10800.00 HP/Hr surface water by using pumps of suitable 45.80 HP/Hr

capacity either diesel or electrical driven

including cost of labour, pipelines etc. for

delivery distance beyond 50 meters.

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

10000.00 CM banks or as and where directed including 72.00 CM

dressing the canal/drain section upto lead of

1.0 K.M. and all lift including clearing the site

etc. complete. (By machinery for canal/drain

maintanance ) above 1.5 cumecs capacity.

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

8149.00 m3 layers in banks or as directed etc. complete 86.10 m3

for lead uo to 1.0 Km and all lifts. (By

(B) below Water Table

Earthwork in embankment using soil, soft &

hard murrum excavated from approved

borrow area/village tanks etc.including

18431.00 m3 breaking clods, dressing to the design section 118.10 m3

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 15 to 20 cms

18431.00 m3 including watering rolling of suitable capacity 10.40 m3

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

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

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

1199.00 CM headwall, returnwall etc. 4499.60 CM

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

76.00 CM footing of columns, piers, abutment and 4796.10 CM

bottom slab of sump etc.

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

footing of columns, piers, abutment and

294.00 CM bottom slab of sump etc.

M- 25 grade (E) Roadway slab, approch salb,

292.00 CM chute floor slab, kerb, piercap, abutment cap, 5206.30 CM

hoisting platform,top slab of barrel etc.

Providing and placing in position

reinforcement bars including cutting, bending

welding, joints where necessary, hooking etc.

1340.00 Qtl complete as per drawing for all lead and lifts. 7194.00 Qtl

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).

6108.00 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

104.00 sqmt quality and specification as per design and 1007.40 sqmt

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

145.00 m shown in drawing including filling the joints 384.90 m

with asphalt pad or bitumins or cork board of

approved quality. (A) 225mm wide PVC

Providing and filling the polysulphide joint

selent of the approved make in the expansion

205.00 m and contraction joints in the c.c. lining 533.00 m

including clearing the joints with air water jet

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. Concrete block

1.00 No. size 40cmx40cmx75 cm including painting 3011.30 No.

existing data on the board etc. complete as

Supplying of graded stone aggregates of

600.000 m 3 following size ( For W.B.M. road) H.B.Stone 262.48 m2

aggregates (i) 40 mm to 63 mm

Spreading the stone aggregate for Roling and

W.B.M. including filling the interstices forming

the surface to rrquired camber & gradient

(excluding spreading of Blindage) (ii) 40 mm

to 63 mm size aggregates (H.B)

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

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

For 0.60 mt. x 1.0 mt. gauge patti

Supplying and laying flexible gabions of size

1mx1mx1m (mesh size 100mm x 100mm) of

rope 9mm dia P.P.materials filled with 10 to

40kg trap rubble stone (approximate weight

1.5 tonne) as per drawing including packing,

494.00 No. inter locking of stone sand stiching, fusing top 2558.00 No.

of gabione and tying to each other and laying

to the required line, level, slope with all leads

and lifts as directed etc. complete.

Finishing wall with weather proof exterior

emulsion paint on wall surface (two coats) to

give an required shape even shade after

2261.00 sqmt thoroughly brushing the surface to remove all 120.2607 sqmt

dirt, and remains of loose powdered

materials.etc complete

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

RS. Three crore fourty lacs fifty six thousand four hundred eighty five

rupees and twenty one paise only

Deputy Executive Engineer Executive Engineer

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

Ankleshwar Ankleshwar