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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.5 LRejected-Finance | ₹8.5 L | L2 | Rejected-Finance Due to higher Rate quoted |
Tender Value
₹9.5 L
EMD Value
₹95,000
Closing Date
3 Apr 2026, 12:00 pmClosed
EE PD PWD Shrawasti
Office of the EE PD PWD Shrawasti
Renewal of Dewra Link Road km- 3 in 750 Mtr Year 2026-27 in District Shravasti.
2026_CEDPW_1131008_2
953/e-Tender/2025-26 Date 27-03-2026
Open Tender
Civil Works - Roads
60 days
Shravasti
Please refer Tender documents.
2 documents required · 2 mandatory
₹945
Yes
₹95,000
Yes
Office of the EE PD PWD Shrawasti
28 Apr 2026
28 Mar 2026
4 Apr 2026
28 Mar 2026
3 Apr 2026
28 Mar 2026
30 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 |
|---|---|---|---|---|---|
| 1Collection & Consolidation 22.4-53mm gauge 1.00cum stone ballast with 0.185cum/cum screening materials in patch repair by hand rammer including patch in rectangular shape including blinding entire consolidated surafce with stone dust directed by Engineer-In-Charge. | |||||
| 2Providing and applying Tack coat with bitumen (V.G.-10) using bitumen distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (iii) | |||||
| 3Providing, laying and rolling of open - graded premix carpet of 20mm 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 Type C as per (MORD) Technical Specification Clause 508. | |||||
| 4Providing 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 (MORD) Technical Specification Clause 510 | |||||
| 5Construction 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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