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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹24.3 LAccepted-Finance | ₹24.3 L | L1 | Accepted-Finance Lowest |
Tender Value
₹25.7 L
EMD Value
₹2.6 L
Closing Date
30 Apr 2026, 5:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD LONI GHAZIABAD
Construction work No 01
2026_DOLBU_1140533_1
145/NPPLONI/2026-27 DATE 22-04-2026
Open Tender
Civil Works
90 days
NAGAR PALIKA PARISHAD LONI GHAZIABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,068
EXECUTIVE OFFICER
₹2.6 L
1 Jun 2026
23 Apr 2026
1 May 2026
23 Apr 2026
30 Apr 2026
23 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 | Site clerence | - | JOB | - | - | - |
| 2 | Dewatering work of undergrounding water as well as surface water with the help of diesel engine pumping set during earth work in excavation of foundation for laying lean concrete and brick work in foudation (or as required), hire charging of pumping set, Fuel charge, labour and other T&P including cost of operation as per requirement at site & as direction by Engineer-in-Charge | - | HRS | - | - | BI01010001010000000000000515BI0100001113 |
| 3 | Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift up to1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | CUM | - | - | BI01010001010000000000000515BI0100001113 |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR NO 4.1.8 | - | CUM | - | - | BI01010001010000000000000515BI0100001113 |
| 5 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification 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. | - | QTL | - | - | BI01010001010000000000000515BI0100001113 |
| 6 | Plain/reinforced cement concrete (Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 | - | CUM | - | - | BI01010001010000000000000515BI0100001113 |
| 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density. | - | CUM | - | - | - |
| 8 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Gray Base | - | SQM | - | - | - |
| 9 | Brick masonry work in cement mortar (1:4) in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | - | CUM | - | - | - |
| 10 | Plastering with cement mortar (1:4), 15/12 mm thick on brick work in as per technical specification Clauses 613.4 & 1204 | - | SQM | - | - | - |
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