Kakrapar Projects

Name of Work :-

Reconstructing of Canal Syphon Structure at Ch. 6.10 RD On KRBMC.

Qty Item Description of Item Rate Item No Amount

In figure In words

3498.00 1.00 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

1521.00 2.00 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.

18869.16 3.00 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.

11001.00 4.00 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

19387.00 5.00 Excavation for foundation in hard rock including 356.40 Rupees Three CM

blasting and chiseling if necessary sorting out and Hundred Fifty Six

stacking seperately the usable rubble,depositing & Paisa Forty Only

the excavated stuff a sand where directed

including back filing trenches with suitable

excavated stuff etc.complete for lead upto 1.0 Km.

and all lifts.(By machinary) (B) below water table.

12000.00 6.00 Dewatering the foundation trenches during 45.80 Rupees Forty Five Hp/hr

excavation of canals, drains, foundation tranches, & Paisa Eighty

concrete, masonary etc. till completion and Only

diversion of surface and sub surface water by

using pumps of suitable capacity either diesel or

electrical driven including cost of labour, pipelines

etc. for delivery distance beyond 50 meters.

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

5273.89 dewatering)

(A) Foundation M-10 3836.00 Rupees Three CM

hundred Thirty Six

3524.00 (B) Piers, abutment, wingwalls, headwall, 4499.60 Rupees Four CM

returnwall etc - grade M-15 Thousand Four

Nine & Paisa Sixty

2920.00 (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

2018.00 (D) Raft, Bottom slab of barel, footing of 4844.70 Rupees Four CM

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

etc. - grade M-25 hundred Forty

3702.00 (E) Roadway slab, approch salb, chute floor 5206.30 Rupees Five CM

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

platform,top slab of barrel etc. - grade M-25 hundred Six &

Paisa Thirty Only

6716.00 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

29.42 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

208.00 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.

36.00 11.00 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 Three Only

clearing the joints with air water jet.

23907.00 12.00 Earthwork in embankment using soil, soft & hard 237.10 Rupees Two CM

murrum excavated from approved borrow Hundred Thirty

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

dressing to the design section with lead up to 15.0 Ten Only

kilometer and all lifts.(By poclane machinary)

23907.00 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.

16692.00 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 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

6672.00 15.00 & slope. and laying mechanically woven double

Supplying 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

810.00 16.00 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

643.00 17.00 Providing and Erecting a "W" metal beam CRASH 4864.70 Rupees Four Mt.

BARRIER comprising of 3 mm thick corrugated Thousand Eight

sheet metal beam rail, 70 cm above road/ground Hundred Sixty

level fixed on ISMC series channel vertical Four and paisa

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

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

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 5 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 4, 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

1.00 charge.(Metal& beam

fixing crash barrier for approch)

18.00 Providing 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. Seventeen Crore Sixty Six Lakhs Twenty Thousand Seven Hundred Seventy Two and paisa Sixty Two only.

Deputy Executive Engineer

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