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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1ST₹7.5 LAccepted-Finance | ₹7.5 L | 1ST | Accepted-Finance 1ST LOWEST |
| 2 | 2ND₹8.1 LRejected-Finance B 180 B P TOWNSHIP KOLKATA 94 | 94 | ₹8.1 L | 2ND | Rejected-Finance 2ND LOWEST |
| 3 | 3RD₹8.1 LRejected-Finance RAMKRISHNAPALLY BATANAGAR KOLKATA 700140 | KOLKATA | SOUTH 24 PARGANAS | WEST BENGAL | 700140 | ₹8.1 L | 3RD | Rejected-Finance 3RD LOWEST |
Tender Value
₹7.5 L
EMD Value
₹15,000
Closing Date
21 Jan 2026, 11:00 amClosed
EE(C)/BR-IV
213-B, C. R. AVENUE KOLKATA 700 006
Repairing and renovation of damaged road surface to prevent road dust at Rabindra Sarani to Nanda Mallick Lane, Raj Krishna Lane, 356 and 358 Rabindra Sarani in Ward No.-26 under Borough-IV.
2026_KMC_986892_3
KMC/EEC/BR-IV/25-26/ENGG123
Open Tender
CIVIL WORKS
40 days
BOROUGH IV
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹15,000
23 Mar 2026
10 Jan 2026
24 Jan 2026
10 Jan 2026
21 Jan 2026
10 Jan 2026
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)
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) (i) In ordinary soil
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). (ii) On Granular surfaces treated with primer. (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per 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) Day Time
BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
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
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.
BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. II. COMPOUND DEVELOPMENT: 18) Stone set pavement with the joints set close in cement mortar (1:6) excluding the cost of stone sets but including the cost of carriage thereof within a lead of 150 m. (i) When laid with a cushion of sand below (including cost thereof). (b) 125 mm thick pavement.
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.
Sub Total
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