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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC | ₹3.4 Cr | L1 | Accepted-AOC Financial Bid Accepted at the rate price Rs. 33657086.00 Acceptance Value |
| 2 | L2₹3.5 CrRejected-Finance | ₹3.5 Cr | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
| 3 | L3₹3.5 CrRejected-Finance GULALI VATIKA GEETA VATIKA SHAHPUR DISTRICT GORAKHPUR | ₹3.5 Cr | L3 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
| 4 | Rejected-Technical | - | - | Rejected-Technical REJECTED FOR FINANCIAL EVALUATION |
Tender Value
₹4.5 Cr
EMD Value
₹24.6 L
Closing Date
28 Mar 2026, 12:00 pmClosed
Superintending Engineer
Office of the Superintending Engineer, Bahraich-Shrawasti Circle, P.W.D., Bahraich
Construction Of RCC Minor Bridge 3x18.00 Mtr Span at Hathiya Kunda Nala in Village Gandhi Year 2026-27 in District Shravasti.
2026_CEDPW_1128911_1
1161 /8 Kam/e_Tendering/BRH-SWT Circle/2025-26 Dated -18-03-2026
Open Tender
Civil Works - Bridges
360 days
Shaswati
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹24.6 L
Yes
Bahraich
7 May 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
28 Mar 2026
23 Mar 2026
24 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 | Item Code |
|---|---|---|---|---|---|---|
| 1Providing and contructing Temporary Island 16.00 m dia. For construction of well foundation of 8.00 m dia. Assuming depth of water 1.00 m and height of island to be 1.25 m. | ||||||
Providing and Laying Cutting Edge of Mild Steel weighing 40 kg per metre for Well Foundation complete as per Drawing and Technical Specification. | - | MT | - | - | BI01010001010000000000000515BI0100001123 | |
Plain/Reinforced cement concrete M-25 grade, in well foundation in well curb complete as per drawing and technical specification | - | Cum | - | - | BI01010001010000000000000515BI0100001124 | |
Plain/Reinforced cement concrete M-25 grade, in well foundation in well Steining complete as per drawing and technical specification | - | Cum | - | - | BI01010001010000000000000515BI0100001125 | |
Plain/Reinforced cement concrete M-25 grade, in well foundation in well Steining complete as per drawing and technical specification | - | Cum | - | - | BI01010001010000000000000515BI0100001126 | |
Plain/Reinforced cement concrete M-25 grade, in well foundation plugging the bottam of well complete as per drawing and technical specification | - | Cum | - | - | BI01010001010000000000000515BI0100001127 | |
Plain/Reinforced cement concrete M-15 grade, in well foundation in itermediate plugging of well complete as per drawing and technical specification | - | cum | - | - | BI01010001010000000000000515BI0100001128 | |
Plain/Reinforced cement concrete M-35 grade, in well foundation in well cap of well complete as per drawing and technical specification | - | Cum | - | - | BI01010001010000000000000515BI0100001129 | |
Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 0 to 3.00 m | - | Rm | - | - | BI01010001010000000000000515BI0100001130 | |
Sinking of 5 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level. 3.00 to 10 | - | Rm | - | - | BI01010001010000000000000515BI0100001131 | |
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