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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-Finance AT 334 SCHOOLDANGA BANKURA 722101 | BANKURA | WEST BENGAL | 722101 | ₹5.8 L | L1 | Accepted-Finance OK |
| 2 | L2₹5.9 L+₹6,084.88 (1.05%)Rejected-Finance NOT AVAILABLE | NEW DELHI | DELHI | 110001 | ₹5.9 L+₹6,084.88 (1.05%) | L2 | Rejected-Finance EMD TO BE REFUND |
| 3 | L3₹5.9 L+₹11,880 (2.05%)Rejected-Finance 334 SCHOOL DANGA BANKURA BANKURA WEST BENGAL 722101 | BANKURA | BANKURA | WEST BENGAL | 722101 | ₹5.9 L+₹11,880 (2.05%) | L3 | Rejected-Finance EMD TO BE REFUND |
Tender Value
₹5.8 L
EMD Value
₹11,590
Closing Date
17 Mar 2026, 5:00 pmClosed
EXECUTIVE ENGINNER ADDA ASANSOL
Vivekananda Sarani, Senraleigh Road Near Kalyanpur Housing More,Asansol -713305
Restoration of prime surface at diffeence streches in between ECL pump room to culvert along Ranisayer road, Kulti with in the district of Paschim Bardhaman
2026_ADDA_1020128_3
ADDA/ASN/ED/B-82(2025-2026)
Open Tender
CIVIL WORKS
Percentage
15 days
ADDA OFFICE ASANSOL
Please refer as uploaded documents
4 documents required · 4 mandatory
₹0
₹11,590
15 Jul 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
17 Mar 2026
11 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Water bound Macadam sub base: Water bound Macadam sub base by onsolidating Stone Metal 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 & making necessary earihen bundh of one metre width on each side where necessary to protect edges & preparing the bed by necessary cutting or filling & rolling all complete including the cost of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRTH (5th Revision) | |||||
| 1.1 | Grading 2 aggregate (53 mm to 45 mm) using stone screening type - B (11.2 mm ) by manual means | - | cum | 2,412.5 | - |
| 2 | Prime Coat : Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS : 8887 -1978 and reuuisite 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 incidential costs of work complete as per Clause 502 of Specification for Road & Bridge Works of MoRT&H (5th Revision). | - | sqm | 29.86 | - |
| 3Sub-Total | |||||
| 4GST-18% (SGST=9% & CGST=9%)ADD | |||||
| 5WEST BENGAL LABOUR WELFARE CESS =1% ADD | |||||
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