KMC/EE(C)/Br- XV/137/016/2026-2027/R
Kolkata Municipal Corporation · Kolkata, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.9L
- EMD: ₹6K
- Published: 05 Nov 2026
- Closing date: 19 Nov 2026
- Status: open
- Status as of: 08 Nov 2026 23:58 UTC
- Department: Executive Engineer Br-XV
- Office: Executive Engineer (C) Borough-XV, E/3, Circular Garden Reach Road, Kolkata-700024
Description
Maintenance of paver block and concrete passage at different areas near specified holdings in Ward No. 137, Borough XV, Kolkata. Work completion is required within 90 days from the work order, with commencement within 5 days of receipt. The estimated value is ₹292,961 and the fixed EMD is ₹5,900.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Documents required: Trade professional license under Section 199/200 of the Kolkata Municipal Act, 1980, or statutory authority documentation, Declaration regarding municipal officer or servant interest and relationship or connection with specified Corporation officials, Contract labour license under the Contract Labour (Regulation and Abolition) Act, 1970 and West Bengal Contract Labour Rules, 1972, as and when necessary
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Commercial terms
- Bid type: Percentage
- Evaluation: The lowest tender is not guaranteed acceptance; fairness of quotation and past conduct of the contractor will be considered
- Make in India (MII): No
- MSE preference: No
Line items (13)
- Earthwork in cutting to form road section in correct profile including removal of spoils not exceeding initial lead of 50m and initial lift of 1.5m (Mode of measurement: pre works and post works) (ii) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.) — Qty: 68.06 M3
- Labour for taking out old soling edging including removing debris.(a) Single flat soling — Qty: 0.35 %M2
- 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: 27.43 M3
- Labour for laying single brick flat soling including ramming and dressing bed to proper level and filling joints with powdered earth. — Qty: 17.63 SQM
- Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. — Qty: 83.84 SQM
- 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: 264.22 SQM
- Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (a) 1:3:6 proportion — Qty: 19.82 M3
- 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: 251.01 SQM
- SUPPLYING AND LAYING IN THE SPECIFIED PATTERN OF INTERLOCKING CONCRETE BLOCK PAVEMENT (ICBP) WITH CONCRETE BLOCK (WITH CONCRETE GRADE AS SPECIFIED AS PER TABLE 1 OF IS 15658 :2006) MANUFACTURED FROM BIS LICENSEE MANUFACTURER ,WITH SPACER NIB (SMALL PROTRUDING PROFILES ON THE VERTICAL FACE OF PAVER BLOCK USED AS A DEVICE FOR KEEPING MINIMUM JOINT GAP IN BETWEEN THE PAVING BLOCK ,AS PER CI NO3.26 OF IS 15658) AND SPECIFIED SIZE AND SHAPE WITH ASPECT RATIO (THE RATIO OF LENGTH TO THICKNESS OF A PAVER BLOCK ,AS PER CI NO3.3 OF IS:15658)AS PER TABLE 2 OF IS:15658 WITH FLEXURAL STRENGTH /BREAKING LOAD AS PER ANNEXURE G OF IS:15658 AND COMPLETING THE EDGE WITH CUT BLOCKS AS PER CI NO 8.7 OF IRC SP -63(2018) WITH PROPER CONFINEMENT OF BEDDING AND JOINT FILLING SAND ,COMPACTION ,LEVELLING AND FILLING UP OF THE EDGE GAPE 50MM THICK (II) COLOURED DECORATIVE — Qty: 13.21 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: 7.60698 M3
- Add: 9%SGST — Qty: 1 LS
- Add: 9%CGST — Qty: 1 LS
- 1% LWC — Qty: 1 LS
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