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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹72.1 LAccepted-AOC N A | NA | NA | 121004 | ₹72.1 L | L1 | Accepted-AOC Financial bid is Accepted at the price of Rs. 7205274.01 by the Employer. |
| 2 | L2₹80.4 LRejected-Finance | ₹80.4 L | L2 | Rejected-Finance Due to L2 Rate |
| 3 | L3₹1.1 CrRejected-Finance FLAT NO 83 AKASH PURAM VISTAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹1.1 Cr | L3 | Rejected-Finance Due to L3 Rate |
Tender Value
₹1.1 Cr
EMD Value
₹7.7 L
Closing Date
27 Jan 2026, 12:00 pmClosed
S.E.Sitapur/Kheri Circle PWD Sitapur
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
Protection and Repair work of approach road of Katra Bridge situated at Km-80 of Bahraich-Sitapur (SH) Gon river
2026_CEUCZ_1106992_1
72/352C/E.TENDER/STP-LMP/25 Dt. 05.01.2026
Open Tender
Civil Works - Bridges
150 days
SITAPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,715
₹7.7 L
Yes
Office of the S.E.Sitapur/Kheri Circle PWD Sitapur
24 Feb 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
19 Jan 2026
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Technical Specification clause 301.5
Providing and laying of Filter materials underneath pitching in slopes complete asper drawing and technical specifications.
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications.
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 materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material..
Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed, placed in foundation and compected by vibration including curing for 14 days.
Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical speficiations clauses 600, 1202 & 1203
Cement concrete with 20mm Grit course sand and cement in the proportion of 4:2:1 in foundation including supply of all material ,labour and T&P etc. requried for proper compltion of work as per direction of E/I .
Plastering with cement mortar (1:4) 15 mm thick on brickwork in substructure/ superstracutre as per technical specification clauses 613.4 & 1204
Lifting span deck uniformly hydraulic jack with power pack cleaning, oiling, greasing of rocker & roller bearing without lifting, including cleaning of the surface thoroughly from grease, dust & other foreign materials & secured with deisel, paper & cotton waste also including scrapping & prparing the bearing surface for greasing the cost including all materials, labour, M/C, T&P making all arrangement like casting extra. The cost includes machinery, labour.
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