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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 LAdmitted-Finance | -27.50% | ₹1.2 L | L1 | Admitted-Finance |
| 2 | L2₹1.2 L+₹3,309.41 (2.74%)Admitted-Finance | -25.51% | ₹1.2 L+₹3,309.41 (2.74%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 L+₹22,450.77 (18.6%)Admitted-Finance | -14.00% | ₹1.4 L+₹22,450.77 (18.6%) | L3 | Admitted-Finance |
Tender Value
₹1.7 L
EMD Value
₹16,630
Closing Date
7 Jul 2026, 12:00 pmClosed
CHIEF ENGINEER CIVIL
NAGAR NIGAM AGRA
Hariparvat Zone, Ward No. 51 Work on improving the side berm using interlocking tiles on the road from Khandari to Kendriya Hindi Sansthan, opposite Shashi Makeover Beauty Parlour.
2026_DOLBU_1165252_1
01-07-2026/NAGAR NIGAM AGRA/07-07-2026/79
Open Tender
Construction Works
Percentage
30 days
AGRA
Please refer Tender documents.
2 documents required · 2 mandatory
₹236
NAGAR NIGAM
₹16,630
13 Aug 2026
1 Jul 2026
7 Jul 2026
1 Jul 2026
7 Jul 2026
1 Jul 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 Cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required lavels and slops and also including 1.5 m lift and 30 m lead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge etc. all complete. (4-Chapter Si.No.3) | 30 | Cum | 140 | ₹4,200 |
| 2 | P/L GSB with graded stone ballast with stone grit size stone ballast with hand ramming watering including all material labor T&P etc.all complete (NS) | 12 | Cum | 2,704 | ₹32,448 |
| 3 | 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.17E) | 150 | Sqm | 834 | ₹1,25,100 |
| 4 | 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) | 0.69 | Cum | 6,600 | ₹4,554 |
| 5 | Sub Total (A) | 1 | Rs | 1 | ₹1 |
| 6 | Grand Total | 1 | Rs | 1 | ₹1 |
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