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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.8 LAccepted-Finance | ₹29.8 L | L1 | Accepted-Finance 1 |
| 2 | L2₹30.6 LRejected-Finance | ₹30.6 L | L2 | Rejected-Finance 2 |
| 3 | L3₹30.6 LRejected-Finance ETAWAH | ₹30.6 L | L3 | Rejected-Finance 3 |
| 4 | L4₹31.9 LRejected-Finance | ₹31.9 L | L4 | Rejected-Finance 4 |
| 5 | L5₹32.4 LRejected-Finance ADDA PREM RAMNAGAR ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | ₹32.4 L | L5 | Rejected-Finance 5 |
Tender Value
₹36 L
EMD Value
₹3.6 L
Closing Date
30 Mar 2026, 12:00 pmClosed
Superintending Engineer
ETAWAH CIRCLE PWD ETAWAH
Under Renewal work in Financial year 2025-26
2026_CEKNP_1129909_4
1308/55C-EV/2026 DATE 18-03-2026
Open Tender
Civil Works - Roads
60 days
AURAIYA
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹3.6 L
Yes
ETAWAH
8 Apr 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
30 Mar 2026
25 Mar 2026
27 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 |
|---|---|---|---|---|---|
| 1Providing, 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. | |||||
| 2Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | |||||
| 320mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, 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 or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying 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. Case - II By Mechanical Means(HMP 40/60) (I) Bitumen VG-10 | |||||
| 4Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 Case - III : Type C By Mechanical Means(HMP 40/60) (I) Bitumen VG-10 | |||||
| 5Construction 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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