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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34,104Accepted-AOC | ₹34,104 Quoted ₹34,104.44 | L1 | Accepted-AOC Due to L1 |
| 2 | L2₹39,192.37Rejected-Finance GSTIN: 09DXOPS1506R1ZJ | ₹39,192.37 | L2 | Rejected-Finance L2 |
| 3 | L3₹42,258.89Rejected-Finance | ₹42,258.89 | L3 | Rejected-Finance L3 |
| 4 | L4₹44,483.51Rejected-Finance | ₹44,483.51 | L4 | Rejected-Finance L4 |
| 5 | L5₹45,648.96Rejected-Finance | ₹45,648.96 | L5 | Rejected-Finance L5 |
Tender Value
₹50,000
EMD Value
₹5,000
Closing Date
26 Mar 2026, 12:00 pmClosed
EE CD2 PWD Lucknow
EE CD2 PWD Lucknow
Kaneri to Moti Ka Purwa Road
2026_CEUCZ_1126869_40
1198/E-Tender/2025-26 Dated 17.03.2026
Open Tender
Civil Works - Roads
60 days
LUCKNOW
Please refer Tender documents.
2 documents required · 2 mandatory
₹649
₹5,000
EE CD2 PWD Lucknow
20 May 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
26 Mar 2026
20 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5 | |||||
| 2Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 nterstices of coarse aggregate ,watering and compacting to the required density. | |||||
| 3Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.75 kg/sqm using mannual means. | |||||
| 4Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mmgrit @ 1.80cum. per 100 sqm , 11.2 mm. grit @ 0.90cum per 100 sqm using penetration grade bitumen 146 kg per 100 sqm.including cost of labour at plant and laying site as required and T&P etc but excluding cost of bitumen , Hire charges of plant, Transportation of mix material with tipper and laying with paver finisher finished to required level and grades as per Technical Specification Clause 508.and inclunding tack coat over Bituminious surface. | |||||
| 5Providing, laying Seal coat Type C over P.C. surface with crushed stone chipping 6.7 mm. nominal size @ 0.90cum per 100 sqm using penetration grade bitumen VG-10 @ 0.65 kg per 100 sqm.including cost of labour at plant and laying site as required and T&P etc but excluding cost of bitumen, Hire charges of plant, Transportation of mix material with tipper and laying with paver finisher finished to required level and grades as per Technical Specification Clause 510. | |||||
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