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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.9 LAccepted-Finance | ₹64.9 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹65.2 LRejected-Finance | ₹65.2 L | L2 | Rejected-Finance Upper |
| 3 | L3₹65.2 LRejected-Finance | ₹65.2 L | L3 | Rejected-Finance Upper |
| 4 | Not Admitted-Fee/PreQual/Technical 130 I PRAGATI VIHAR COLONY GEETA VATIKA DHARAMPUR GORAKHPUR UTTAR PRADESH 273006 UDYAM UP 32 0006450 | GORAKHPUR | UTTAR PRADESH | 273006 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹65.2 L
EMD Value
₹5.3 L
Closing Date
9 Apr 2026, 5:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD LONI GHAZIABAD
Construction work In Npp Loni Work No 30
2026_DOLBU_1131879_30
2293/NPPLONI/2025-26 DATE 19-03-2026
Open Tender
Civil Works
45 days
NAGAR PALIKA PARISHAD LONI GHAZIABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹7,670
EXECUTIVE OFFICER
₹5.3 L
20 Apr 2026
31 Mar 2026
10 Apr 2026
31 Mar 2026
9 Apr 2026
31 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 3031 (With Ordinery Earth in Patri work) up to 15 km | 0.6 | CUM | - | - | - |
| 21:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | ||||||
| 3 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technicalspecification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. | 1 | QTL | - | - | BI01010001010000000000000515BI0100001113 |
| 4Plain/reinforced cement concrete (Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 | ||||||
| 5Providing, laying, spreading and compacting stone aggregates of 22.4-53 mm sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80- 100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading-3 as per Technical Specification Clause 405.S.O.R 345/3 | ||||||
| 6Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Gray Base | ||||||
| 7Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.Colour Base | ||||||
| 8Plain/reinforced cement concrete M20 (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 | ||||||
| 9Supply of fixing of Board | ||||||
| 10GST | ||||||
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technical_2112560.pdf
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BOQ_2112560.xls
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