KMC/EE(C)/Br- XV/140/010/2026-2027/R
Kolkata Municipal Corporation · Kolkata, West Bengal · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹2.9L
- EMD: ₹6K
- Published: 31 Oct 2026
- Closing date: 14 Nov 2026
- Status: open
- Status as of: 04 Nov 2026 04:02 UTC
- Department: Executive Engineer Br-XV
- Office: Executive Engineer (C) Borough-XV, E/3 Circular Garden Reach Road
Description
Repairing of bituminous road at Satghara Road and Khaldhari Lane and surrounding area in Ward No. 140, Borough XV, Kolkata. The work includes road preparation, sand and brick soling, WBM sub-base, bitumen primer and tack coats, and laying hot asphalt mixture. Completion is required within 120 days from the work order; work must commence within 5 days. EMD is Rs. 5,800.
Eligibility & requirements
- Startup relaxation: No
- MSE relaxation: No
- Certifications: IS 15658:2006
- Documents required: Trade professional licence under Section 199/200 of the Kolkata Municipal Act, 1980, Declaration regarding interest of Municipal Officers or Servants in the tenderer's business and relationship or connection with specified Corporation officials, Factory location and details of available machinery and manpower
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Commercial terms
- Bid type: Percentage
- Evaluation: Lowest tender quotation, with fairness of quotation and past conduct of the contractor considered
- Make in India (MII): No
- MSE preference: No
Line items (10)
- 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. — Qty: 310.47 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: 23.2848 M3
- Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. — Qty: 310.47 SQM
- Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidating Jhama metal / Laterite (63 mm to 45 mm) (Moorum replaced with course sand) (For compacted thickness 75mm) — Qty: 310.47 SQM
- Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) — Qty: 310.47 SQM
- Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On Bituminous Surface. (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) — Qty: 358.5 SQM
- Transportation and laying 40 mm thick hot asphaltum mixture from kmc plant to the work site including rolling but excluding the cost of tack coat (covered area- 1250 square meter per 100 mt hot-mixture) a) without paver finisher i) Night Time — Qty: 668.97 SQM
- Add: 9%SGST — Qty: 1 LS
- Add: 9%CGST — Qty: 1 LS
- 1% LWC — Qty: 1 LS
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