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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | ₹5.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.0 L+₹299.13 (0.06%)Rejected-Finance UTTAR PRADESH UP | BASTI | UTTAR PRADESH | 272148 | ₹5.0 L+₹299.13 (0.06%) | L2 | Rejected-Finance L2 |
Tender Value
₹5.0 L
EMD Value
₹49,855
Closing Date
28 May 2026, 12:00 pmClosed
EO
Office of nagar panchayat kiraoli, agra, UP 283122
Construction work
2026_DOLBU_1140192_2
18/NPK/2026-27
Open Tender
Civil Works
Percentage
60 days
Office of nagar panchayat kiraoli
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
EO
₹49,855
8 Jun 2026
20 May 2026
28 May 2026
20 May 2026
28 May 2026
20 May 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 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) .DSR 2023 15.2.1 | 10.83 | m3 | 1,855.87 | ₹20,099.07 |
| 2 | 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 4.1.8 | 28.81 | m3 | 5,193.47 | ₹1,49,623.87 |
| 3 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) : DSR 6.1.1 | 4.91 | m3 | 5,619.38 | ₹27,591.16 |
| 4 | 12mm Cement plaster with cement mortar in proportion of 1:4 cement & coarse sand of single coat for interior plastering upto floor two level including internal rounded angles chamfers, and rounded angles not exceeding 80mm. In girth and finished even and DSR 13.4.1 | 102.3 | m2 | 272.18 | ₹27,844.01 |
| 5 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). DSR 16.43.1 | 1 | m3 | 8,027.58 | ₹8,019.55 |
| 6 | Disposal of malva 05 km cartege loading & unloding as directed by EIC | - | job | 2,000 | - |
| 7 | Add GST 18% | - | job | 76,044.44 | - |
| 8 | Add rs. estemate figer amount | - | job | 36.43 | - |
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BOQ_2155090.xls
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