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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.9 LAccepted-AOC UTTAR PRADESH | ₹65.9 L | L1 | Accepted-AOC Financial Bid Accepted at the rate price Rs. 6592716.00 Acceptance Value |
| 2 | L2₹66.5 LRejected-Finance | ₹66.5 L | L2 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
| 3 | L3₹67.8 LRejected-Finance GONDA | UTTAR PRADESH | 271001 | ₹67.8 L | L3 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
| 4 | L4₹69.5 LRejected-Finance | ₹69.5 L | L4 | Rejected-Finance REJECTED DUE TO HIGHER RATE QUOTED |
Tender Value
₹87.0 L
EMD Value
₹6.3 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 Block-Sirsiya me Jamunikala Lalpur Link Road Km.-1 me Purw Nirmit Rapta ke asthan per asthaniye Nale per 5x3x3 mtr. Span RCC Box Culvert Year 2025-26 in District-Shrawasti.
2026_CEDPW_1128275_1
1165 /8 Kam/e_Tendering/BRH-SWT Circle/2025-26 Dated -19-03-2026
Open Tender
Civil Works - Bridges
180 days
Shravasti
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹6.3 L
Yes
Bahraich
15 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 |
|---|---|---|---|---|---|---|
| 1Excavation in Soil with By Hydrolic ExcavatorEarth work in Excavation of foundation of structures as per drawing and technical spesification of MORTH Item no 304 B 15.01 | ||||||
Granular Filling in FDN complete as per Drawing and Technical Specifications. MORTH 304 SR No. 12.03 | - | Cum | - | - | BI01010001010000000000000515BI0100001123 | |
PCC Grade M10 using batching plant & manual placingPCC nominal mix in Foundation with crusd stone Aggrigate 40 mm Nominal size Mechenicaly mix ,Placed in foundation and Compactiing by Vibration including Curing for 14 days. MORTH 2100 Sr No. 12.04 | - | Cum | - | - | BI01010001010000000000000515BI0100001124 | |
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M30 using batching plant & manual placing( MORTH 1500,1700 &2200 Sr No. 15.11 E Case II) | - | Cum | - | - | BI01010001010000000000000515BI0100001125 | |
PCC Grade M20 Using Batching Plant ,Transit Mixher and Manual PlacingRCC Grade M20 using batching plant & manual placing (MORTH 1500,1700 & 2100 Case II Sr No. 15.11 BII) | - | Cum | - | - | BI01010001010000000000000515BI0100001126 | |
Providing and laying Cement concrete wearing coat M-35 grade including reinforcement complete as per drawing and Technical Specifications MORTH 2702 Sr No. 15.2 | - | cum | - | - | BI01010001010000000000000515BI0100001127 | |
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications MORTH 1600 &2200 Sr No. 13.06 | - | M.T. | - | - | BI01010001010000000000000515BI0100001128 | |
Providing Weephole in rainforcement concreet slab ,abutment,wing wall with 100 mm dia ac pipe extending through the full width of the structure with slop of 1V:20H towards drawing face ,complete as per drawing and specifacation as MORTH Spec 2706 and 2200 | - | NO. | - | - | BI01010001010000000000000515BI0100001129 | |
Drainage Spouts complete as per drawing and Technical specification MORTH 2705 Sr No. 15.17 | - | NO. | - | - | BI01010001010000000000000515BI0100001130 | |
Back Filling Bihind Abutment , Wing Wall and Return Wall complete as per drawing and Specification MORTH 710.1.4.of IRC 78&2200 Sr No. 15.23 | - | Cum | - | - | BI01010001010000000000000515BI0100001131 | |
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