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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | Accepted-Technical ACCEPTED |
| 2 | Accepted-Technical | Accepted-Technical ACCEPTED |
| 3 | Accepted-Technical GRAM MAKHI JANPAD UNNAO | UNNAO | UNNAO | UTTAR PRADESH | Accepted-Technical ACCEPTED |
| 4 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹6.9 L
EMD Value
₹13,860
Closing Date
13 Jul 2026, 11:00 amClosed
AMA
ZILA PANCHAYAT UNNAO
50. TIYAR KURSATH MINER ROAD DAKAULI KE AAGE MOD SE ANTYESHTHI STHAL TAK SAMPARK MARG
2026_UPPRD_1167202_1
243/SA.NI.Z.P.UNN/2026-27/50
Open Tender
Civil Works
Percentage
90 days
UNNAO
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
AMA
₹13,860
6 Aug 2026
7 Jul 2026
13 Jul 2026
7 Jul 2026
13 Jul 2026
7 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 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. | 180 | M2 | 159.6 | ₹28,728 |
| 2 | 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. | 33 | M3 | 4,229.1 | ₹1,39,560.3 |
| 3 | Providing, 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. | 24.75 | M3 | 5,166 | ₹1,27,858.5 |
| 4 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse an using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. | 45 | M3 | 8,563.4 | ₹3,85,353 |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5. | 40.5 | M2 | 159.6 | ₹6,463.8 |
| 6 | Supply & Fixing Of Inauguration Stone | 1 | Nos | 5,000 | ₹5,000 |
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