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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.2 LAdmitted-Finance | -27.00% | ₹6.2 L | L1 | Admitted-Finance |
| 2 | L2₹6.6 L+₹42,405.84 (6.86%)Admitted-Finance | -21.99% | ₹6.6 L+₹42,405.84 (6.86%) | L2 | Admitted-Finance |
| 3 | L3₹6.8 L+₹59,249.68 (9.59%)Admitted-Finance | -20.00% | ₹6.8 L+₹59,249.68 (9.59%) | L3 | Admitted-Finance |
| 4 | L4₹6.8 L+₹59,334.32 (9.60%)Admitted-Finance | -19.99% | ₹6.8 L+₹59,334.32 (9.60%) | L4 | Admitted-Finance |
Tender Value
₹8.5 L
EMD Value
₹84,643
Closing Date
3 Sept 2026, 12:00 pmClosed
Chief Engineer civil
NAGAR NIGAM AGRA
Hariparvat Zone, Ward No. 51 Drain repair and installation of interlocking tiles on the side berm from Krishna Gas Godown to Raju house in Jal Vihar.
2026_DOLBU_1180637_1
03-08-2026/NAGAR NIGAM AGRA/03-09-2026/186
Open Tender
Construction Works
Percentage
30 days
AGRA
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
Nagar Nigam
₹84,643
18 Sept 2026
29 Aug 2026
3 Sept 2026
29 Aug 2026
3 Sept 2026
29 Aug 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 in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of excavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 30 M form the foundation trenches. (Rate including Royalty of earth also) (4-Chapter Si.No.1) | 72 | Cum | 150 | ₹10,800 |
| 2 | Earth work in cutting in ordinary soil (loam, clay or sand) including, lift up to 1.50 m and lead up to 30m and including filling watering and ramming of excavated the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge up to a distance of 8km. form the foundation trenches including royalty@ 9.00 per cum. (Chapter No.4 PWD.SCH.-253(a)+ CPTR No. 3 1 to 8 Km.) | 79.2 | Cum | 145 | ₹11,484 |
| 3 | Cartage of Malva, Silt, sludge kankar and other disposable organic material etc. all complete with labour T&P including cartage of 8 km. (Chapter No.3 Si.No.8) | 120.96 | Cum | 230.1 | ₹27,832.9 |
| 4 | Providing and laying Cement Concrete in 1:5:10 (1 cement :5 fine sand 10 Stone ballast 40 mm gauges) and curing complete, including cost of form work in foundation and floors. (5-Chapter Sr.No.1) | 11.52 | Cum | 5,325 | ₹61,344 |
| 5 | Class-150 Brick Work in 1:4 Cement and Coarse Sand, mortar in foundation and plinth including supply of all materials, labor and tools and plants, etc. Required for proper completion of the work. ( Chapter No. 06 Sr.No. 2) | 36.36 | Cum | 5,650 | ₹2,05,434 |
| 6 | 12mm thick cement plaster in single coat of fair side of single of half brick wall for interior plastering up to floor two level including internal rounded angles chamfers and rounded angles not excluding 80mm in girth and finished even and smooth. No extra for mixing any additive.
(c) 1 Cement : 4 Coarse sand.
(Chapter No.13 Si.No.2) | 189 | Sqm | 200 | ₹37,800 |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. | 31.68 | Cum | 3,369.35 | ₹1,06,741.01 |
| 8 | Supply & fixing of pre-cast M-30 cement concrete RUBBER MOLD INTERLOCKING TILES over 40mm thick local sand bed, with 3mm thick joints filled with local sand including leveling, tempering and sweeping etc., interlocking bricks will be as description given in direction issued by the IRCSC-03-2004 and should be ISI marked all complete. 80mm thick, Strength should not less than M-30. (tiles I shape decided by Engineer-in-charge with ISI Mark) (Chater No. 20 Si.No.14E) | 396 | Sqm | 834 | ₹3,30,264 |
| 9 | Providing and laying Cement Concrete in 1:2:4 of not less than strength of M-15 stone grit (20 mm nominal size) approved coarse sand and cement. Curing complete including of cost of form work in foundation and floors.(5-Chapter Sr.No.6 Si.No..4.1.3) | 4.14 | Cum | 6,600 | ₹27,324 |
| 10 | Raising & Re-fixing of Manhole including all material labor T&P etc. all complete. (Non Scheduled) | 3 | Nos | 500 | ₹1,500 |
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