Kolkata Municipal Corporation Tender

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The KMC has issued a formal invitation for competitive bids for the Kolkata Municipal Corporation project, for Dev. Of Passage With Cement Concrete At The Bye Lane Of May Road From Kali Mandir To Near Pre. No.-4/1a, A.nagar (w) Etc. In Ward No.-129. in Kolkata, West Bengal, with an estimated contract value of Rs. 3,27,746. The bid opening date for this tender is 10-06-2025 and the last date for bid submission is 18-06-2025. Interested bidders for Kolkata Municipal Corporation tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Kolkata Municipal Corporation - KMC Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jun 2025
Closing Soon18 Jun 2025
Tender Amount₹ 3,27,746 
Notes
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Costs

Description

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BUILDING WORKS ( C ) BRICKWORKS,CONCRETE WORKS ETC A. BRICK WORKS  7. BRICK WORK WITH 1ST CLASS BRICKS IN CEMENT MORTAR (1:4) (A) IN FOUNDATION AND PLINTH

8.0625

5682

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BUILDING WORKS ( C ) Brickworks,Concrete Works etc A. BRICK WORKS  17. 125 mm. thick brick work with 1st class bricks in cement mortar (1:3) in ground floor.

3.225

753

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23.Construction of Catch pit 600mmX525mm. (inside measurement) and depth of invert 1000mm. below G.L. with 250mm. thick cement brick work (1:4) over 100mm. thick jhama cement concrete (1:4:8) bed over a layer of brick flat soling including providing 100mm. thick R.C.C. slab with ordinary cement concrete (mix 1:1.5:3) with reinforcement as per standard drawing, brickon- edge flooring with 20 mm. thick cement plaster (1:4) finished fine with 1.5 mm. thick neat cement in the inside walls and invert including supplying and fixing R.C.P.C. gully grid (5 M.T.load bearing capacity) and 150 mm. dia. C.I. Syphone including cutting hard crust, excavation, dewatering, back filling and removal of spoils as per standard drawing

2

12175

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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. ( Ref :PWD (Rds & Brdgs)-2018, It. No. 3.16 Page No.240)

174.5

14

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Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (b) For each additional Depth of 150mm and part thereof. ( Ref :PWD (Rds & Brdgs)-2018, It. No. 3.16 Page No.240)

174.5

19

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Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. Note:- Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of finished compacted volume).(c) For Silver Sand ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.05 Page No.245 & page-222 sl. No-4)

13.0875

1172

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Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes. a) Pakur Variety ( Ref :PWD (Bldg.)-2017, page-24 (item -4(a), consumption chart pg-B-60, sl-1 and Annexture-II , Format-A, 3rd Corrigenda & addenda p-10 dtd-04.06.2018, PWD(R&B) 2018, Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, )

17.45

5732

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Sub Total

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GST 18%

1

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CESS 1%

1

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