Kakrapar Projects

Name of Work :-

Reconstructing of Canal Aqueduct Structure at Ch. 110.78 RD On KRBMC.

Qty Item Description of Item Rate Unit Amount

In figure In words

5647.00 1.00 Dismentalling the existing Stone masonry 757.40 Rupees Seven CM

including sorting out and stacking the useful Hundred Fifty

materials and removing the debries and making Seven & Paisa

good the damage etc. complete as directed. (b) In Forty Only

1517.00 2.00 Dismentalling the R.C.C. work & disposing off the 1747.70 Rupees one CM

stuff including stacking of the useful materials etc. Thousand Seven

complete as directed. (a)Light reinforcement. Hundred Forty

(Main bar up to 16 mm dia.) Seven & Paisa

361.00 3.00 Dismentalling the existing foundation concrete 1310.80 Rupees one CM

including disposing the dismentalled stuff Thousand Three

including sorting out and stacking the useful Hundred Ten &

materials and removing the debries and Paisa Eighty Only

making good the damage etc. complete as

directed. (c) R.C.C for super structure.

12855.20 4.00 Removing of exiting disturbed C.C. Block lining 29.10 Rupees Twenty SM

including opening of joints, stacking the same and Nine and Ten Only

disposing of stuff as directed etc. complete with all

leads and lifts.

43241.00 5.00 Excavation for foundation in all sorts of soil 81.50 Rupees Eighty one CM

including yellow, sandy, gravelly soil, soft & & Paisa Fifty Only

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

6.00 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)

6673.33 (A) Foundation M-10 3836.00 Rupees Three CM

hundred Thirty Six

10886.00 (B) Piers, abutment, wingwalls, headwall, 4499.60 Rupees Four CM

returnwall etc - grade M-15 Thousand Four

Nine & Paisa Sixty

5220.00 (C) Raft, Bottom slab of barel, footing of 4796.10 Rupees Four CM

columns,piers, abutment and bottom slab of sump Thousand Seven

etc. - grade M-20 hundred Ninety Six

& Paisa Ten Only

3209.00 (D) Raft, Bottom slab of barel, footing of 4977.00 Rupees Four CM

columns,piers, abutment and bottom slab of sump Thousand Nine

etc. - grade M-30 hundred Seventy

7179.00 (E) Roadway slab, approch salb, chute floor 5336.30 Rupees Five CM

slab,kerb, pier cap, abutment cap, hoisting Thousand Three

platform,top slab of barrel etc. - grade M-30 hundred Thirty Six

9927.00 7.00 Providing and placing in position reinforcement 7194.00 Rupees Seven Qtl.

bars including cutting, bending welding, joints Thousand One

where necessary, hooking etc. complete as per Hundred Ninety

drawing for all lead and lifts. (A) TMT Four Only

203.33 8.00 Providing and fixing in position pre moulded 1007.40 Rupees One SM

asphalt or bitumin cork board of approved quality Thousand Seven

and specification as per design and drawing as & Paisa Forty Only

directed. (D) 12mm thickness

78.00 9.00 Providing and fixing in position PVC heavy 384.90 Rupees Three Mt.

duty water stops in barrels, trough, and wing Hundred Eighty

wall with 25 mm wide expension joint as shown Four & Paisa

in drawing including filling the joints with asphalt Ninety Only

pad or bitumins or cork board of approved quality.

(A) 225mm wide PVC water stop.

678.00 10.00 Providing and filling the polysulphide joint selent of 533.00 Rupees Five Mt.

the approved make in the expansion and Hundred Thirty

contraction joints in the c.c. lining including clearing Three Only

the joints with air water jet.

40.00 11.00 Providing and fixing in position 110 mm dia 263.70 Rupees Two Mt.

PVC pipe weep holes in abutment, wing wall, Hundred Sixty

and laying training etc. Three & Paisa

21794.00 12.00 Earthwork in embankment using soil, soft & hard 177.60 Rupees one CM

murrum excavated from approved borrow Hundred Seventy

area/village tanks etc.including breaking clods, Seven & Paisa

dressing to the design section with lead up to 10.0 Sixty Only

kilometer and all lifts.(By poclane machinary)

21794.00 13.00 Compaction of selected soil/hard murrum/soft 10.40 Rupees Ten & CM

murrum in even thickness of 15 to 20 cms Paisa Forty Only

including watering rolling of suitable capacity etc.

complete as directed.

203.00 14.00 Quarrying, transporting and laying inclined or 443.80 Rupees Four CM

horizontal sand filter for earthen dam in layers of Hundred Forty

specified thickness as directed including watering, Three & Paisa

rolling etc. complete with all leads and lifts. Eighty Only

2797.00 15.00 Supplying of graded stone aggregates of 306.78 Rupees Three CM

following size ( for W.B.M. road ) H.B. stone Hundred Six &

aggregates. (i) 40mm to 63 mm. Paisa Seventy

2797.00 16.00 Spreading the stone aggregate for rolling and 268.92 Rupees Two CM

W.B.M. including filling the interstices to required Hundred Sixty

camber & gradient (excluding spreading of Eight & Paisa

Blindage) (ii) 40 mm to 63 mm size aggregates Ninety Two Only

10920.00 17.00 Providing and laying plain / reinforced cement 659.40 Rupees Six SM

concrete lining of M-15 grade in bed, side slopes Hundred Fifty Nine

and curvature including batching, mixing, & Paisa Forty Only

transporting placing, smooth finishing, curing

including dewatering where required. ( machinary

based without Paver) (c) 15 cm thick lining in Bed

907.00 18.00 Supplying and laying mechanically woven double 5139.00 Rupees Five No.

twisated Hexagonal Zn + PVC coated box wire Thousand One

mesh gabions Size 2m x 1m x 1m filled with 15 to hundred Thirty

40 kg. trap rubble stone (approximate 0.75) tone Nine Only

with mesh size 10x12 cm including packing,

interlocking of stones & fusing top of gabion & tying

to each other & laying to the required line, level

slope with all leads & lifts as directed etc. comp.

(Considering lead of 45km for for rubble materials)

56400.00 19.00 Excavation of canal/drain in all sorts of soils 82.40 Rupees Eighty CM

(including wet and slushy condition of soil) Two & Paisa Forty

including depositing the excavated stuff in uniform Only

layers in canal banks or in spoil banks or as and

wheredirected including dressing the canal section

up to lead of 50 mt. and lift including clearing the

site etc. complete ( by Machinery for canal / drain

maintenance ) ( up to 1.5 cumecs capacity of

canal / drain )

1550.00 20.00 Finishing wall with weather proof exterior emulsion 120.26 Rupees one SM

paint on wall surface (two coats) to give an Hundred Twenty &

required shape even shade after thoroughly Paisa Twenty Six

brushing the surface to remove all dirt, and Only

remains of loose powdered materials.etc complete

610.00 21.00 Type - A, "W" : Metal Beam Crash Barrier 3496.62 Rupees Three Mt.

(providing and erecting a "W" metal beam crash Thousand Four

barrier comprising of 3 mm thick corrugated sheet Hundred Ninety

metal beam rail, 70 cm above road/ground Six and paisa

level,fixed on ISMC series channel vertical post, Sixty Two Only

150 x 75 x 5 mm spaced 2 m centre to centre,

m high, 1.1 m below ground/road level, all 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

mm, 330 mm long complete as per clause 811)

1.00 22.00 Providing & fixing in position sign board of 3011.30 Rupees Three NO.

standard size of 1.20mx0.90m with M.S angle Thousand Elevan

40mmx40mmx6mm with 3mm thick iron plate & Paisa Thirty

including fixing in 1:5:10 prop. Concrete block size Only

40cmx40cmx75 cm including painting existing data

on the board etc. complete as directed.

1.00 23.00 Providing videography on the occasion of 1230.51 Rupees One 4 Hrs.

function or for ongoing construction work Thousand Two

including dubbing, titling etc.complete including Hundred Thirty &

cost of cassate/CD. (b) up to 4.0 hours Paisa Fifty One

Rs. Twenty Six Crore Eighteen Lakhs Forty Nine Thousand Two Hundred Seventy Four and paisa Sixty Five only.

Deputy Executive Engineer

K.R.B.C. Remo. Sub Division