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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.4 LAccepted-AOC | ₹29.4 L | L1 | Accepted-AOC 2939496.20 |
| 2 | L2₹29.4 LRejected-Finance | ₹29.4 L | L2 | Rejected-Finance Rejected |
Tender Value
₹31 L
EMD Value
₹3.1 L
Closing Date
20 Feb 2026, 12:00 pmClosed
EE PD PWD SHAHJAHANPUR
EE PD PWD SHAHJAHANPUR
Protective Works along the pond in the Populated area at Km. 1 of Katra Railway Feeder Road (ODR) in Distt. Shahjahanpur (Fin Year 2025-26)
2026_CEBLY_1111947_1
4846/12A Dt. 05-12-2025
Open Tender
Civil Works - Roads
60 days
SHAHJAHANPUR
Please refer Tender documents.
3 documents required · 3 mandatory
₹944
₹3.1 L
Yes
22 Mar 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
Earthwork in excavation of Foundation of structures as per drawing and technical specifications 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 with approved material. (Mechanical Means)
Plain Cement Concrete 1:3:6 nominal mix in foundations with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days
Brick masonry work in1:3 cement mortar in foundation & sub-structure complete excluding pointing and plastering as per drawing and technical specifications Clauses
Plain /Reinforcement cement Concrete complete as per Drawing and Technical specification RCC grade M20 using batching mix plant
Supply, Fitting and Placing HYSD bar reinforcement in foundation and substructure complete as per drawings and technical specifications
Plastering with cement mortar (1:3) on brick masonry work foundation & sub-structure as per technical specifications .
Providing Weepholes in brick masonary/Stone masonary, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC/PVC pipe extendeng through the full width of the structures with slope of 1(V) : 20(H) towards drawing face complete as per drawing and technical specification
Construction of embankment with approved material obtained from borrow pits with a lift and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2. (Carted Earth upto 2.0 Km)
Laying of Brick Soling layer on prepared subgrade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thik layer of earth over brick soling, watering and rolling the same with three wheeled roller 80-100 kN as per Technical Specification clause 412
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