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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L Quoted ₹1.7 L | L1 | Accepted-AOC Due to L1 |
| 2 | L2₹1.7 LRejected-Finance | ₹1.7 L | L2 | Rejected-Finance L2 |
| 3 | L3₹1.9 LRejected-Finance GSTIN: 09ARUPS5428F1Z4WARD NO 2 NAGAR PANCHYAT JHUNSI PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹1.9 L | L3 | Rejected-Finance L3 |
| 4 | L4₹2.0 LRejected-Finance | ₹2.0 L | L4 | Rejected-Finance L4 |
Tender Value
₹2.3 L
EMD Value
₹23,000
Closing Date
26 Mar 2026, 12:00 pmClosed
EE CD2 PWD Lucknow
EE CD2 PWD Lucknow
Veerpur to Takia link road
2026_CEUCZ_1126869_10
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
₹767
₹23,000
EE CD2 PWD Lucknow
16 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 (Excluding GST). | |||||
| 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. (Excluding GST). | |||||
| 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 0.7 kg/sqm using mannual means. (Excluding GST). | |||||
| 4Providing and applying tack coat with VG_10 using bitumen distributor at the rate of 0.3 kg per sqm on the prepared surface cleaned hydraulic broom. (Excluding GST). | |||||
| 5Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen (80/100) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a HMP plant, laying with Paver and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. (Excluding GST). | |||||
| 6Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using bitumen (80/100) for Type C as per Technical Specification Clause 510. (Excluding GST). | |||||
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BOQ_2103908.xls
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