Kakrapar Projects

Name of Work :-

Reconstructing of Canal Aqueduct Structure at Ch. 70.43 RD On KRBMC.

Qty Item Description of Item Rate Unit Amount

In figure In words

4620.00 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

1052.00 2.00 Dismentalling the R.C.C. work & disposing off the 1747.70 Rupees one CM

stuff including stacking of the useful materials Thousand Seven

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

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

386.00 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.

14250.30 4.00 Removing of exiting disturbed C.C. Block lining 29.10 Rupees Twenty SM

including opening of joints, stacking the same Nine and Ten

and disposing of stuff as directed etc. complete Only

with all leads and lifts.

25848.00 5.00 Excavation for foundation in all sorts of soil 81.50 Rupees Eighty CM

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

hard murrum, etc. dry condition including Only

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

5511.13 (A) Foundation M-10 3836.00 Rupees Three CM

hundred Thirty Six

7195.00 (B) Piers, abutment, wingwalls, headwall, 4499.60 Rupees Four CM

returnwall etc - grade M-15 Thousand Four

Nine & Paisa Sixty

3652.00 (C) Raft, Bottom slab of barel, footing of 4796.10 Rupees Four CM

columns,piers, abutment and bottom slab of Thousand Seven

sump etc. - grade M-20 hundred Ninety

Six & Paisa Ten

2193.00 (D) Raft, Bottom slab of barel, footing of 4977.00 Rupees Four CM

columns,piers, abutment and bottom slab of Thousand Nine

sump etc. - grade M-30 hundred Seventy

5083.00 (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

9076.00 7.00 Providing and placing in position 7194.00 Only

Rupees Seven Qtl.

reinforcement bars including cutting, bending Thousand One

welding, joints where necessary, hooking etc. Hundred Ninety

complete as per drawing for all lead and lifts. (A) Four Only

182.27 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

directed. (D) 12mm thickness Only

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.

608.00 10.00 Providing and filling the polysulphide joint selent 533.00 Rupees Five Mt.

of the approved make in the expansion and Hundred Thirty

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

clearing the joints with air water jet.

70.00 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

24806.00 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 Sixty Only

10.0 kilometer and all lifts.(By poclane

24806.00 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.

473.00 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 Three & Paisa

watering, rolling etc. complete with all leads and Eighty Only

5087.00 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

5087.00 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

11576.00 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

and curvature including batching, mixing, Nine & Paisa

transporting placing, smooth finishing, curing Forty Only

including dewatering where required. ( machinary

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

756.00 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

60435.00 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 Only

uniform 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 )

1505.00 20.00 Finishing wall with weather proof exterior 120.26 Rupees one SM

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

an required shape even shade after thoroughly & Paisa Twenty

brushing the surface to remove all dirt, and Six Only

remains of loose powdered materials.etc

610.00 21.00 Providing and Erecting a "W" metal beam 4864.70 Rupees Four Mt.

CRASH BARRIER comprising of 3 mm thick Thousand Eight

corrugated sheet metal beam rail, 70 cm above Hundred Sixty

road/ground level fixed on ISMC series channel Four and paisa

vertical post,150 x 75 x 5 mm space 2.00 m Seventy Only

centre to centre 1.80 m high 1.10 m below

ground/road level fixing at site shall be in C.C. M-

20 block of size 50 x 50 x100 cms for each post.

All steel parts and fitments to be galvanized by

hot dip process, all fitting to conform IS: 1367 and

IS: 1364 metal beam rail to be fixed on the

vertical post with a spacer of section 150 x 75 x

mm 3.30 m long complete as per MORTH Clause

810.Rates including providing and fixing 3 mm

thick ACM type reflactor 100 mm wide, type

class-B, High inensity grade sheeting between

two 'W' metal beam throught and reflactive unit at

the top of vertical post as per IRC:67-2012 etc.

complete as per detailed drawing and directed by

engineer-in charge.(Metal beam crash barrier for

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 Only

size 40cmx40cmx75 cm including painting

existing data on the board etc. complete as

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 One Crore Seven Lakhs Thirty Six Thousand Four Hundred Sixty Two and paisa Fifty Two only.

Deputy Executive Engineer

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