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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.2 LAccepted-AOC | ₹21.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.2 L+₹2,096.53 (0.10%)Rejected-Finance | ₹21.2 L+₹2,096.53 (0.10%) | L2 | Rejected-Finance L2 |
Tender Value
₹21.2 L
EMD Value
₹42,360
Closing Date
29 Jun 2026, 12:00 pmClosed
EE
VIKAS BHAWAN VARANASI
Dandupur lodhan me men sadak se gyanganga public school tak sadak/interlocking nirman karya
2026_REDUP_1155535_13
521 DATE 16-05-2026
Open Tender
Civil Works
Percentage
90 days
EE RED VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹42,360
Yes
18 Sept 2026
1 Jun 2026
29 Jun 2026
1 Jun 2026
29 Jun 2026
1 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 |
|---|---|---|---|---|---|
| 1E/w in cutting or embankment in o/s excavation to be the form of regural pits not exceeding 1/2meter(20") in depth and ew in embankment to be in 20cm layer including ramming and dressing the surface to required levels and slopes and also including 1.50m lift and 30m lead the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by E/I I/c as per S.I no 253 including cartage upto 3.00km | |||||
| 2E/w in excavation in foundation in o/s including lift upto 1.50m and lead upto 30m and including filling watering and ramming of excavated earth into space between the building and sides of foundation trenches or into plingth and removal and disposal of suplus earth as directed by engineer in charge upto a distance of 30 m from the foundation trenches I/c T&P as per S.I no 251 | |||||
| 3 | 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. | 1 | Cum | 0.6 | ₹0.6 |
| 4Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | |||||
| 5Class M-150 Brick work in 1:4 Cement and Fine sand of 1.25FM.morter in foundation I/C all complete as per SI NO.(305) | |||||
| 612 mm Thick Plastering in 1:4 Cement and fine sand morter on rough surface I/C all complete as per S.I NO 584 | |||||
| 7Concrete with 20 mm gauge approved stone grite approved coarse sand and cement in the proportion of 4:2:1 i/c supply of all materials, labour & T & P etc. required for completion of work. SI No. 279(B). | |||||
| 8Providing and laying of interlocking concreat block pavements having thickness 80mm including leveling and dressing of surface to required level and slope ,spreading and moisting 30 mm thick locak sand on bed , filling joints with local sand etc for proper completion of the work as per drawing and technical specification clause 1504 as per mord specification no 1504. | |||||
| 8.01 | 40% RED BASE | 1 | Sqm | - | - |
| 8.02 | 60% GREY BASE | 1 | Sqm | - | - |
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BOQ_2166001.xls
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