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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.8 LAccepted-AOC 00 SHIVPURI BRIJRAJ NAGAR MARTHNA ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH | ₹70.8 L Quoted ₹75.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹90.4 LRejected-Finance BANARSIDAS AURAIYA | ETAWAH | UTTAR PRADESH | 206120 | ₹90.4 L | L2 | Rejected-Finance 2 BIDDER LOWEST |
| 3 | L3₹94.9 LRejected-Finance 216C FRIENDS COLONY ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | ₹94.9 L | L3 | Rejected-Finance 3 BIDDER LOWEST |
| 4 | L4₹95.5 LRejected-Finance 2486 CHURKHI ROAD PATEL NAGAR ORAI JALAUN UTTAR PRADESH 285501 | ORAI | JALAUN | UTTAR PRADESH | 285501 | ₹95.5 L | L4 | Rejected-Finance 4 BIDDER LOWEST |
| 5 | L5₹1.1 CrRejected-Finance 238 5A PURANI P A C GALI ASHOK NAGAR ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH | ₹1.1 Cr | L5 | Rejected-Finance 5 BIDDER LOWEST |
Tender Value
₹1.1 Cr
EMD Value
₹7.5 L
Closing Date
24 Mar 2026, 12:00 pmClosed
Superintending Engineer
ETAWAH CIRCLE PWD ETAWAH
Renewal work in Financial year 2026-27
2026_CEKNP_1126061_3
515/55C-EV/2026 DATE 03-02-2026
Open Tender
Civil Works - Roads
90 days
AURAIYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹7.5 L
Yes
ETAWAH
26 May 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
24 Mar 2026
18 Mar 2026
19 Mar 2026
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.
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Providing, laying and rolling of open graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscocity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller finished to required level and grades
Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 200 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade. Case II: Type B
Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1
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