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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹22.0 LAccepted-Finance | ₹22.0 L | 1 | Accepted-Finance ok |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical 18 6 SECONDARY ROAD A ZONE DURGAPUR DIST PASCHIM BARDHAMAN PIN 713204 WB | DURGAPUR | PASCHIM BARDHAMAN | WEST BENGAL | 713204 | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
24 Jul 2026, 12:00 pmClosed
Executive officer
Executive officer Nagarpalika srikaranpur
FST Plant ward no 01 in Pipe line
2026_DLB_574621_2
1087/10-07-2026
Open Tender
Civil Works
Percentage
120 days
Srikaranpur
Docoment
2 documents required · 2 mandatory
₹500
Secretary, RREIS
₹40,000
Yes
15 Aug 2026
13 Jul 2026
24 Jul 2026
13 Jul 2026
24 Jul 2026
13 Jul 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 1 | per cum | 229.5 | ₹229.27 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level : 1:5:10 (1 Cement : 5 Fine / coarse sand : 10 graded stone aggregate 40mm nominal size) | - | Per cum | 4,330 | - |
| 3 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.300 mm internal diameter | - | rmtr | 1,090 | - |
| 4 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal High Alumina Cement (HAC) mortar lining for gravity sewer network with rubber ring (EPDM) joints as per IS: 5382-1985 (excluding special accessories) complete including all material, labour, hydraulic testing and commissioning as per technical specifications and as per direction of Engineer 300 mm | - | rmtr | 4,680 | - |
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