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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.4 CrRejected-Finance MOH SHER MOHAMMAD PILIBHIT | PILIBHIT | UTTAR PRADESH | 262001 | ₹1.4 Cr | L2 | Rejected-Finance Non Responsive |
Tender Value
₹1.6 Cr
EMD Value
₹10.1 L
Closing Date
29 Apr 2026, 12:00 pmClosed
SE BDN-PBT Circle PWD Bareilly
SE BDN-PBT Circle PWD Bareilly
Under NABARD Scheme, Repair work of RCC Culvert, Approach Road and Protective Work in Place of 3x5 m Span Flood Damaged Culvert in Madhotanda Kalinagar Shahgarh Asam Road (ODR) km 27 in Pilibhit District.
2026_CEBLY_1140593_10
1112/76C(A)(ET)-08/2026-27 Date 16.02.2026
Open Tender
Civil Works - Bridges
365 days
Pilibhit
Under NABARD Scheme, Repair work of RCC Culvert, Approach Road and Protective Work in Place of 3x5 m Span Flood Damaged Culvert in Madhotanda Kalinagar Shahgarh Asam Road (ODR) km 27 in Pilibhit District.
4 documents required · 4 mandatory
₹2,714
₹10.1 L
Yes
SE BDN-PBT Circle PWD Bareilly
6 Jun 2026
23 Apr 2026
29 Apr 2026
23 Apr 2026
29 Apr 2026
23 Apr 2026
24 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 |
|---|---|---|---|---|---|
| 1 | Providing cost of dewatering including cost of boaring laying of 4" dia PVC pipe hire charges of 7.50 KV deisal pumping set hire charges of PVC pipe & cost of 4" dia plastic pipe for desposal of water as required distance also including wages of pumping set oprator its fuel etc. As per DSR 12.45.4 (a) | - | Hour | - | - |
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved materialas per MORTH Specification section 200, 300 complete in all respects. | - | cum | - | - | |
Sand Filling in Foundation Trenches as per Drawing & Technical MORTH Specification section 300 complete in all respects. | - | cum | - | - | |
PCC Grade M15 Using Batching Plant complete in all respects as per MORTH specifications Section 1700, 1000, 2100, 2200, 2300 | - | cum | - | - | |
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 | - | cum | - | - | |
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement (Sail/Tata/JSPL) in Foundation complete as per Drawing and Technical MORTH Specifications section 1600 complete in all respects. | - | Qtl | - | - | |
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drainage face complete as per drawing and Technical MORTH Specifications Section 2700 & 2200 etc. | - | Rm | - | - | |
Painting two coats after filling the surface with synthetic enamel paint bridge No. and span arrangements as per as directed by Engineer. | - | sqm | - | - | |
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification | - | cum | - | - | |
Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 of MORTH specifications, as per MORTH Specifications section 300 complete in all respects. | - | cum | - | - |
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