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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.8 LAccepted-Finance | ₹14.8 L | L1 | Accepted-Finance Lowest |
| 2 | L2₹14.8 LRejected-Finance | ₹14.8 L | L2 | Rejected-Finance Upper |
| 3 | L3₹14.8 LRejected-Finance | ₹14.8 L | L3 | Rejected-Finance Upper |
Tender Value
₹14.8 L
EMD Value
₹1.5 L
Closing Date
9 Apr 2026, 5:00 pmClosed
EXECUTIVE OFFICER
NAGAR PALIKA PARISHAD LONI GHAZIABAD
Construction and Maintenance work In Npp Loni Work No 1
2026_DOLBU_1128503_1
2294/NPPLONI/2025-26 DATE 19-03-2026
Open Tender
Miscellaneous Works
45 days
NAGAR PALIKA PARISHAD LONI GHAZIABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,770
EXECUTIVE OFFICER
₹1.5 L
20 Apr 2026
20 Mar 2026
10 Apr 2026
20 Mar 2026
9 Apr 2026
20 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 |
|---|---|---|---|---|---|
| 1Site clerence | |||||
| 2Excavation 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 | |||||
| 31:4:8 (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 | |||||
| 4Brick 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 | |||||
| 5Supplying, 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. | |||||
| 6Plain/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 | |||||
| 7Plain/reinforced cement concrete (Grade M20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 | |||||
| 8Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand). DSR NO. 6.4.1 | |||||
| 9Plastering with cement mortar (1:4), 15 mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204 | |||||
| 10Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete DSR NO. 13.26 | |||||
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