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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 CrAccepted-AOC 83 AKASH PURAM VISTAR PILIBHIT BYPASS ROAD BAREILLY 243006 | BAREILLY | BAREILLY | UTTAR PRADESH | 243006 | ₹3.4 Cr | L1 | Accepted-AOC Accepted-Finance |
| 2 | Rejected-Technical | - | - | Rejected-Technical As per Attachment |
| 3 | Rejected-Technical GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | - | - | Rejected-Technical As per Attachment |
| 4 | Rejected-Technical 102 114 MOHADDIPUR DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001 | - | - | Rejected-Technical As per Attachment |
Tender Value
₹3.5 Cr
EMD Value
₹19.5 L
Closing Date
7 Feb 2026, 12:00 pmClosed
Superintending Engineer Deoria Circle PWD Deoria
Office of The Superintending Engineer Deoria Circle PWD Deoria
Construction work of 24 X 2 Mtr span minor Bridge of Gandak canal at km-1 of Padrauna Maghi Vishunpura Deoria Pandey in Dist Kushinagar
2026_CEGKP_1110353_1
243/76yat-Deo Circle/26 Dated 17.01.2026
Open Tender
Civil Works
Percentage
365 days
Kushinagar
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,714
₹19.5 L
Deoria
1 Sept 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
7 Feb 2026
28 Jan 2026
4 Feb 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 |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (Excluding GST) | 314 | cum | 340 | ₹1,06,760 |
| 2 | Bored cast-in-situ M35 grade R.C.C. Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.As per SI No. 1100 & 1700 (Excluding GST) | 420 | RM | 12,000 | ₹50,40,000 |
| 3 | M-35 grade Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification As per SI No. 1100, 1500 &1700 (Excluding GST) | 314 | Cum | 10,400 | ₹32,65,600 |
| 4 | PCC M-15 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications (Excluding GST) | 15 | cum | 7,100 | ₹1,06,500 |
| 5 | Providing Steel Liner 10 mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.As per SI No. 1200 & 1900 (Excluding GST) | 25 | MT | 97,000 | ₹24,25,000 |
| 6 | RCC M-30 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.As per SI No. 1500, 1700 & 2200 G(p)(Excluding GST) | 35 | cum | 10,500 | ₹3,67,500 |
| 7 | RCC Grade M 30- Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification As per SI No. 1500 &1600 1700 14.1C(Excluding GST) | 493 | cum | 11,800 | ₹58,17,400 |
| 8 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. As per SI No. 2000 & 2200(Excluding GST) | 3,07,200 | cum | 1 | ₹3,07,200 |
| 9 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified. As per SI No.800(Excluding GST) | 109 | Rm | 3,400 | ₹3,70,600 |
| 10 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. As per SI No.2703, 1500, 1600 & 1700 (Excluding GST) | 54 | RM | 2,600 | ₹1,40,400 |
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