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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹46.4 LAccepted-AOC | ₹46.4 L | L1 | Accepted-AOC This is L1 |
| 2 | L2₹46.4 LRejected-Finance CHANDAUTI | CHANDAULI | UTTAR PRADESH | ₹46.4 L | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
Tender Value
₹46.7 L
EMD Value
₹4.3 L
Closing Date
23 Apr 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Bahraich-Shrawasti Circle, P.W.D., Bahraich
Renewal of Semra Pakki road to Naushahra Shekhapur Lohti Link Road Km.-1,2,3,4(800) Year 2025-26 in District-Shrawasti
2026_CEDPW_1137163_1
1536 /8 Kam/e_Tendering/BRH-SWT Circle/2025-26 Dated -15-04-2026
Open Tender
Civil Works - Roads
30 days
Shravasti
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹4.3 L
Yes
Bahraich
2 Jun 2026
16 Apr 2026
23 Apr 2026
16 Apr 2026
23 Apr 2026
16 Apr 2026
17 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Collection & 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001122 |
| 2 | Providing 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) | - | Sqm | - | - | BI01010001010000000000000515BI0100001123 |
| 3 | Providing, 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. | - | Sqm | - | - | BI01010001010000000000000515BI0100001124 |
| 4 | 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 (MORD) Technical Specification Clause 510 | - | Sqm | - | - | BI01010001010000000000000515BI0100001125 |
| 5 | 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001126 |
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