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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7,149.55Accepted-Finance | ₹7,149.55 | 1 | Accepted-Finance 1L |
| 2 | 2₹7,313.99Rejected-Finance 0 JANAI JANAI CHANDITALA HOOGHLY WEST BENGAL 712304 UDYAM WB 07 0059321 | HOOGHLY | WEST BENGAL | 712304 | ₹7,313.99 | 2 | Rejected-Finance 2L |
| 3 | 3₹7,498.45Rejected-Finance | ₹7,498.45 | 3 | Rejected-Finance 3L |
Tender Value
₹2.8 L
EMD Value
₹5,600
Closing Date
26 Feb 2026, 3:00 pmClosed
E.E.-VI
1, HOGG STREET, KOLKATA-87
URGENT REPAIR OF POTHOLES, DEPRESSIONS AND CROSS-CUTS OF ROAD SURFACE IN WARD NO. 54
2026_KMC_1009895_1
VI/054/POTHOLES/2026-2027
Open Tender
CIVIL WORKS
365 days
WARD 54
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹5,600
16 Mar 2026
18 Feb 2026
28 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
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.
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
Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
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)
Taking out stone slab of kerb & channel of road side drain and stacking as directed. b) flat channel stone.
Taking out stone slab of kerb & channel of road side drain and stacking as directed. a) vertical kerb stone.
Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation. (b) 1:4:8 proportion
Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). a) Vertical Kerb
Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). b) flat channel stone.
Sub Total
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