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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-Finance HOUSE NO 408 RAIPUR RAJA BEHIND KEDIA HOSPITAL JAIL ROAD DISTT BAHRAICH | ₹2.2 Cr | L1 | Accepted-Finance ACCEPTED DUE TO LOWEST RATE QUOTED |
| 2 | L2₹2.2 CrRejected-Finance | ₹2.2 Cr | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECTED FOR FINANCIAL EVALUATION |
Tender Value
₹2.2 Cr
EMD Value
₹12.8 L
Closing Date
6 May 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Bahraich-Shrawasti Circle, P.W.D., Bahraich
Construction of a Link Road from Railway Overbridge on PBB Road (Assam Road) via Sujatpur, Unchwa Puraini to Nauwagaon on the Katiliya Bhoopsingh (Aliya Bulbul) Link Road from Km.- 1 to 4(700) Under Twarit Aarthik Vikas Nidhi Yojna in Financial Year
2026_CEDPW_1138770_1
1513 /8 Kam/e_Tendering/BRH-SWT Circle/2025-26 Dated - 10-04-2026
Open Tender
Civil Works - Roads
360 days
Bahraich
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹12.8 L
Yes
Bahraich
2 Jun 2026
22 Apr 2026
6 May 2026
22 Apr 2026
6 May 2026
22 Apr 2026
25 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 | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5m. (5fts.) and lead upto 30m. (100fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.. As Per SI No. 251. | - | Cum | - | - | BI01010001010000000000000515BI0100001134 |
| 2 | Providing concrete for plain cement concrete 1:4:8 cement, fine sand and 40mm gauge brick ballast in open foundations complete As Per SI No. 275. | - | Cum | - | - | BI01010001010000000000000515BI0100001135 |
| 3 | Providing and laying O.B.B. material underneath brick work in drain complete as per drawing and technical specifications Clause 1302 | - | Cum | - | - | BI01010001010000000000000515BI0100001136 |
| 4 | Providing and laying reinforced cement concrete 900mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | - | Rm | - | - | BI01010001010000000000000515BI0100001137 |
| 5 | Providing and laying reinforced cement concrete 600mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | - | Rm | - | - | BI01010001010000000000000515BI0100001138 |
| 6 | Providing and laying reinforced cement concrete 350mm dia pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. | - | Rm | - | - | BI01010001010000000000000515BI0100001139 |
| 7 | Brick work with 150 class brick in cement mortor 1:4 cement and coarse sand in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work As Per SI No. 305 (b). | - | Cum | - | - | BI01010001010000000000000515BI0100001140 |
| 8 | Pointing with cement mortar (1:3) on brick work in sub structure & super structure as per drawing and technical specification clauses 613.3, 1204 and 1208.4 | - | Sqm | - | - | BI01010001010000000000000515BI0100001141 |
| 9 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 50 m as per Technical Specification Clause 301.5 | - | Cum | - | - | BI01010001010000000000000515BI0100001144 |
| 10 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per (MORD) Technical Specification Clause 401. | - | Cum | - | - | BI01010001010000000000000515BI0100001145 |
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