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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.6 LAccepted-AOC | ₹19.6 L | L1 | Accepted-AOC m/s shehnaz akhtar contractor is l1 bidder |
| 2 | L2₹19.7 LRejected-Finance | ₹19.7 L | L2 | Rejected-Finance SHENNAZ AKHTER CONTRACTOR is l1 bidder |
| 3 | L2₹19.8 LRejected-Finance | ₹19.8 L | L2 | Rejected-Finance SHENNAZ AKHTER CONTRACTOR is l1 bidder |
| 4 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
| 5 | Not Admitted-Finance | - | - | Not Admitted-Finance Not qualified for AOC |
Updated dates
Tender Value
₹19.7 L
EMD Value
₹2.0 L
Closing Date
4 May 2026, 2:00 pmClosed
eo
np naugawan sadat
fareedpur imma road pwd road se dumping ground tak cc road
2026_DOLBU_1136809_1
09/N.P.N.S/E-TENDER/2026-27
Open Tender
Civil Works
30 days
np naugawan sadat
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,360
eo
₹2.0 L
20 Jun 2026
15 Apr 2026
4 May 2026
15 Apr 2026
4 May 2026
15 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Laying and Jointing PVC Pipe. Heading | - | - | - | - | BI01010001010000000000000515BI0100001112 |
| 2 | Construction of sub grade and eartherm shoulders with approved material obtained from borrow pits with all lifts and leads transorting to sites. Spreading, grading to required slope and compacted to meet requirment of table 300.2 with lead upto 1000 m as per technical specification clause 303.1 But Excluding G.S.T | - | Nos | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Concret with 40mm gauge Stone ballast C/ sand and cement in peroportion 1:4:8 in including supply of all material labour T&P etc. required for proper completion of the work. (S.I No. 279 A) | - | Nos | 1 | - | BI01010001010000000000000515BI0100001114 |
| 4 | Construction of un-reinforced plain cement concrete pavement, 15 cm thickness as per desing over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 Grade coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceedung 25 mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix desing, laid in approved fixed side frame work (steel channel, laying and fixing of 125 micron thick polythene film, wedhes, steel plates including leveling the framework as per drawing), sprading the concrete with shovels, rakes compacted using needle, screed and plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints by providing 12mm thick dura board at the specified spacing, applying debonding strips primer, sealant near approaches to bridge/ culvert and construction joints admixtures as approved, curing of concrete slabs for 14-days and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 But Excluding G.S.T | - | Nos | - | - | BI01010001010000000000000515BI0100001115 |
| 5 | S/F of 3'-x2'-0 size black/green marble stone with all metter writing fixied in blick work /plastered by E/I.But Excluding G.S.T | - | Nos | - | - | BI01010001010000000000000515BI0100001116 |
| 6 | 18 % GSt | - | Nos | 0.29 | - | BI01010001010000000000000515BI0100001117 |
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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BOQ_2122795.xls
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