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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1ST₹6.7 LAccepted-Finance | ₹6.7 L | 1ST | Accepted-Finance 1ST LOWEST |
| 2 | 2ND₹7.0 LRejected-Finance 6G SURAH 2ND LANE KOLKATA WB 700010 | KOLKATA | WEST BENGAL | 700010 | ₹7.0 L | 2ND | Rejected-Finance 2ND LOWEST |
| 3 | 3RD₹7.2 LRejected-Finance B 180 B P TOWNSHIP KOLKATA 94 | 94 | ₹7.2 L | 3RD | Rejected-Finance 3RD LOWEST |
Tender Value
₹6.7 L
EMD Value
₹13,500
Closing Date
3 Mar 2026, 1:00 pmClosed
EE(C)/BR-IV
213-B, C. R. AVENUE KOLKATA 700 006
Repairing and renovation of damaged passage to prevent road dust at Simla Street, Mahendra Goswami Lane and W.C Banerjee Street in Ward No.-26 under Borough-IV.
2026_KMC_1014563_1
KMC/EEC/IV/26/WATER2/25-26 (2ND CL)
Open Tender
CIVIL WORKS
40 days
BOROUGH IV
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹13,500
23 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
3 Mar 2026
25 Feb 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
Sub Total
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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details.html
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Tendernotice_1.pdf
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BOQ_2492075.xls
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T2.pdf
Tender Documents • 0.55 MB
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