KMC/ VI/061/013/2026-2027/D

Kolkata Municipal Corporation · Kolkata, West Bengal · Civil Works & Infrastructure · open

Key facts

Tender value: ₹3.0L
EMD: ₹6K
Published: 13 Oct 2026
Closing date: 24 Oct 2026
Status: open
Status as of: 22 Oct 2026 03:42 UTC
Department: Executive Engineer Branch VI
Office: Executive Engineer (C), Branch VI, 1 Hogg Street

Description

Restoration of damaged and naturally depressed paver block footpath at specified locations on Park Street and surrounding places in Ward No. 61, Kolkata. The work includes paver block laying, sand bedding, polythene sheeting, concrete work and site clearance. Completion is required within 30 days from the work order, with commencement within 5 days.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No
Documents required: Trade professional licence under Section 199/200 of the Kolkata Municipal Act, 1980, or statutory authority documentation, Tender declaration regarding municipal officer or servant interest and specified relationships or connections, Contract labour licence under the Contract Labour (Regulation and Abolition) Act, 1970 and West Bengal Contract Labour (Regulation and Abolition) Rules, 1972, when necessary

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Commercial terms

Bid type: Percentage
Evaluation: The lowest or any tender is not binding on KMC; fairness of quotation and past conduct of the contractor will be considered
Make in India (MII): No
MSE preference: No

Line items (7)

SUPPLYING AND LAYING IN THE SPECIFIED PATTERN OF INTERLOCKING CONCRETE BLOCK PAVEMENTS (ICBP) WITH CONCRETE BLOCKS ( WITH CONCRETE GRADE AS SPECIFIED AS PER TABLE OF IS 15658 : 2006) MANUFACTURED FROM BIS LICENSEE MANUFACTURER, WITH SPACER NIB (SMALL PROTRUDING PROFILES AND THE VERTICAL FACE OF OF A PAVER BLOCK USED AS A DEVICE FOR KEEPING MINIMUM JOINT GAP IN BETEEN THE PAVING BLOCKS, AS PER CL. NO. 3.26 OF IS : 15658) AND OF SPECIFIED SIZE AND SHAPE WITH ASPECT RATIA ( THE RATIO OF LENGTH TO THICKNESS OF A PAVER BLOCK, AS PER CL. NO. 3.3 OF IS : 15658) AS PER TABLE 2 PF IS : 15658WITH FLEXURAL STRENGTH / BREAKING LOAD AS PER ANNEXURE G OF IS : 15658, ON THE PREPARED BASE COURSE OF SPECIFIED CBR AS PER TABLE 1 OF IRC SP: 63 (2018) OR ELSE AS MENTIONED IN DESIGN AND DRAWING WITH A COUSION OF COMPACTED BEDDING SAND OF25-35MM THICK ( GRADING OF THE BEDDING SAND AS PER CLAUSE 6.5.1 OF IRC SP-63) AND FILLIN UP THE GAPS IN BETWEEN PAVER BLOCKS WITH JOINT FILLING SAND (THE GRADING OF THE SAN — Qty: 46.425 SQM
Laying of interlocking Paver Blocks as per approved design over 20-30mm th medium yellow sand bed with true to line,lavelling,proper compaction with vibrator etc. with jointing with kerb/edge should be made with Cement Concrete (1:2:4)etc. as per the direction of the Engineer-in-charge and including cost of materials,labour etc. complete — Qty: 300.075 SQM
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 — Qty: 46.425 M3
BUILDING WORKS(D) Flooring..A. ORIGINAL WORKS..(3)Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. — Qty: 346.5 SQM
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 — Qty: 18.825 M3
BUILDING WORKS (B) DISMANTLING, CUTTING CHASE, HOLES ETC 13. Removal of rubbish,earth etc. from the working site and disposal of the same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge — Qty: 77.3715 M3
CESS 1% — Qty: 1 Nos.

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