Kakrapar Prtojects

Name of Work :-

Reconstructing of Drainage Syphon Structure at Ch. 143.07 RD On KRBMC.

Qty Item Description of Item Rate Item No Amount

In figure In words

81.00 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

6222.00 2.00 Removing of exiting disturbed C.C. Block lining 29.10 Rupees Twenty SM

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

disposing of stuff as directed etc. complete with all Only

leads and lifts.

510.00 3.00 Dismentalling the existing R.C.C. pipes of the 1281.70 Rupees One Mt

following diameter in cluding sorting out and Thousand Two

stacking of the useful materials including refilling hundred Eighty

thetrenches etc. complete as directed. (NP-2 One and paisa

pipes) (d) 1000 mm to 1200 mm dia. Seventy Only

366.00 4.00 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 and

materials and removing the debries and paisa Eighty Only

making good the damage etc. complete as

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

5898.00 5.00 Excavation for foundation in all sorts of soil 81.50 Rupees Eighty CM

including yellow, sandy, gravelly soil, soft & One and 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

660.00 6.00 Earthwork in CNS layer using yellow soil 249.00 Rupees Two CM

excavated from approved borrow area/village Hundred Forty

tanks etc.including breaking clods, dressing to the Nine Only

design section with 16.0 km lead and all lifts. (By

Poclane machinary)

7.00 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

1904.60 (A) Foundation M-10 3836.00 Rupees Three CM

hundred Thirty Six

2438.00 (B) Piers, abutment, wingwalls, headwall, 4499.60 Rupees Four CM

returnwall etc - grade M-15 Thousand Four

Nine & Paisa Sixty

360.00 (C) 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

501.00 (D) 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

1131.00 8.00 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

5.64 9.00 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

54.00 10.00 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.

202.00 11.00 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 and Paisa

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

4007.00 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)

4667.00 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.

5124.00 14.00 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

32609.00 15.00 Excavation of canal/drain in all sorts of soils 82.40 Rupees Eighty CM

(including wet and slushy condition of soil) Two and paisa

including depositing the excavated stuff in uniform Forty 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 )

489.00 16.00 Supplying and laying mechanically woven double 1779.00 Rupees One No.

twisated Hexagonal Zn + PVC coated box wire Thousand Seven

mesh gabions Size 1m x 1m x 0.5m filled with 15 hundred Seventy

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

tone 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

266.00 17.00 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 Six

brushing the surface to remove all dirt, and Only

remains of loose powdered materials.etc

1.00 18.00 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 19.00 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. Four Caror seven Lacs Fourty Six Thousand Seven Hundred Fifty and Paisa Twenty One only.

Deputy Executive Engineer Executive Engineer

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

Tadkeshwar. Surat