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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-AOC | ₹12.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹12.7 L+₹635.96 (0.05%)Rejected-Finance VARANASI | VARANASI | UTTAR PRADESH | ₹12.7 L+₹635.96 (0.05%) | L2 | Rejected-Finance L2 |
Tender Value
₹12.7 L
EMD Value
₹25,460
Closing Date
11 Jun 2026, 12:00 pmClosed
EE
VIKAS BHAWAN VARANASI
Vikas khand badagav antargat gram sabha mahimapur me dhaukalganj-durjanpur marg se dayalapur mukhya basti tak sadak nav nirman karya
2026_REDUP_1146793_15
10 DATE 02-04-2026
Open Tender
Civil Works
Percentage
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹25,460
Yes
23 Jul 2026
11 May 2026
11 Jun 2026
11 May 2026
11 Jun 2026
11 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 | Excavation in foundation in ordinary soil i/c lift up to 1.5 m and lead up to 30m. i/c filling, watering and ramming of excavated earth into the space between the wall and the sides of foundation trenches and removal and disposal of surplus earth as directed by the E/I up to a distance of 30m, from the foundation trenches i/c all T & P etc.As per S.I. No-251 | - | cum | - | - |
| 2 | Concrete with 4cm. Gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 1:6:12 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work S.I. No-273 | 1 | cum | - | - |
| 3 | M-150 brick work in 1:4 Cement and sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work. S.I. No-305 | - | cum | - | - |
| 4 | 12 mm thick cement plastering 1:4 cement mortar I/C all material labour T&P proper completion to the work .SI. No-584 | - | sqm | - | - |
| 5 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | - | cum | 1 | - |
| 6 | P/L Interklocking concrete Block pavement having thickness 80 mm i/c leveling and dressing of surface to requre level and slope over local sand filling joints with local earth.As per specification clause 1504 Gray colour | - | sqm | - | - |
| 7 | Red colour | - | sqm | - | - |
| 8 | P.C.C. (1:2:4) C : C-sand: 20 mm Grit i/c all Labour. Material for completion of work. As per SI No.279(b) | 1 | cum | - | - |
| 9 | S/F of informatory Sighn board (1.20x0.90 m) made of 18 gauge M.S.Sheet i/c all fixing in position. | - | Job | - | - |
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sbd.pdf
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BOQ • 0.26 MB
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