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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.4 LAccepted-AOC | ₹19.4 L | L1 | Accepted-AOC L-1 |
| 2 | L2₹19.4 L+₹1,361.82 (0.07%)Rejected-Finance | ₹19.4 L+₹1,361.82 (0.07%) | L2 | Rejected-Finance Highest Amount Quoted |
| 3 | L3₹19.5 L+₹1,750.91 (0.09%)Rejected-Finance | ₹19.5 L+₹1,750.91 (0.09%) | L3 | Rejected-Finance Highest Amount Quoted |
Tender Value
₹19.4 L
EMD Value
₹1.6 L
Closing Date
9 Jul 2026, 4:00 pmClosed
Executive Officer
Nagar Panchayat Dhaurahra
Nagar Panchayat Dhaurahra me Purane Bus Stand par Clock Tower ka Nirman Karya
2026_DOLBU_1161665_1
250/18-06-2026
Open Tender
Civil Works
Percentage
60 days
Nagar Panchayat Dhaurahra
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,360
Executive Officer
₹1.6 L
13 Jul 2026
19 Jun 2026
10 Jul 2026
19 Jun 2026
9 Jul 2026
19 Jun 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 | Excavation in foundation soil (Loam clay or sand ) indluding left upto 1.5 metre (5fts) and lead upto 30 Mtr ( 100fts) & including filling watering and ramming of excavated earth into the tremches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of suplus earth as directed Engineer in charge up to distance of 30m (100fts) from the foundation trenches. as per S.I. No. 251 | - | Cum | 155 | - |
| 2 | P/L Cement concrete with 1:6:12 (1 Cement, 6 Fine sand &12 graded brick ballst aggregete 40 mm nominal size etc.) Sl. No. 273 | 1 | Cum | 4,520 | ₹4,519.55 |
| 3 | R.C.C. work with cement approved coarse sand & 2cm. (3/4") gauge approved stone ballast in propotion 1:1.5:3 in slab excluding supply of rainforcement & its bending the same with 24 B WG binding wire & nescessary centering & shuttring etc, & also including supply of all materials, labour & tools & plants etc required for proper completion of the work strength of the concrete shal not be less then M-150 DAR 5.2.2 | 0.2 | Cum | 8,825 | ₹1,765 |
| 4 | Mild Steel in RCC [email protected]% of cc Including all labour ,material, T&P etc completer as per direction of E/I.S.I. No. 504 | 0.6 | Qtl | 7,700 | ₹4,620 |
| 5 | Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including material all labour and T&P etc. required for proper completion of work. DAR 6.1.1 | - | Cum | 6,300 | - |
| 6 | Class M-150 brick work in 1:4 cement and coarse sand mortar in foundation and plinth including material all labour and T&P etc. required for proper completion of work. DAR 6.4.1 | 0.2 | Cum | 6,975 | ₹1,394.3 |
| 7 | Providing and fixing 18 mm thick gang saw cut mirror polished premoulded and prepolished machine cut for kitchen platforms vanity counters, windowsills, facias and similar locations of requered size, approved shade, colour and texture laid over 20mm thick base cement :sand), joints treated with white cement mixed with maching pigment epoxy touch ups, including rubbing curing moulding and polishing to edges to give high gloss finish etc. (As per DSR No8.2.2.2) | 1 | Sqm | 4,950 | ₹4,949.51 |
| 8 | 12mm thick plaster with cement & c/ sand of 1.25F.M. mortar in 1:4 including supply of all materials, labour and T&P etc required for proper completion of work. DAR 13.4.1 | - | Sqm | 192 | - |
| 9 | Marble work gang saw cut polished and prepolished machine cut for kitchen platforms vanity counters, windowsills, facias and similar locations of requered size, approved shade, colour and texture laid over 12mm thick base cement :sand), joints treated with white cement mixed with maching pigment epoxy touch ups, including rubbing curing moulding and polishing to edges to give high gloss finish etc. (As per DSR No8.1.1.2) | 0.4 | Sqm | 4,331.85 | ₹1,732.31 |
| 10 | Providing edge moulding to 18 mm thick marble stone counters, vanities etc including machine polishing to edge to give high gloss finish etc(As per DSR No8.3.2) | - | Rm | 270 | - |
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