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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.6 LAccepted-AOC | ₹34.6 L Quoted ₹29.3 L | L1 | Accepted-AOC AOC |
| 2 | L2₹29.3 LRejected-Finance | ₹29.3 L | L2 | Rejected-Finance High |
Tender Value
₹29.3 L
EMD Value
₹58,600
Closing Date
10 Mar 2026, 12:00 pmClosed
Executive Engineer
Office of the E.E. R.E.D. Bahraich
G.P. Basantpur Udal ke majra Thanai Gaon me kali road se Vishram Arya ke ghar ke paas tak C.C. road nirman-Nawabganj_37
2026_REDUP_1119239_37
1138/RED/E-Tender(31)/2025-26, Dt. 31.01.2026
Open Tender
Civil Works
180 days
Bahraich
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,384
₹58,600
8 Apr 2026
24 Feb 2026
10 Mar 2026
24 Feb 2026
10 Mar 2026
24 Feb 2026
Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-charge as per technical Specification clause 301.3.4.1 &301.5 including Cartage one Km Cartage
Earth work excavation for foundation and pipes cables etc in ordinary soil (loan clay or sand) i/c lift up to 1.5m and lead up to 50m and dressing of sides and ramming of sides and disposal of surplus excavated earth as directed by the engineer incharge with in a lead of 50m as per integrated SOR No 3
Ist Class B/W 1:4 Cement, C/ Sand Mortar as per S.I. 305(b)
Granular Sub-base with well Graded Material (Table400.1) By Mix in Place Method-Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
Providing & laying Cement Concrete 1:2:4 Cement, C/sand & 20mm stone grit I/C all material, labour and T & P etc. requred for proper complition of the work as per S.I. No. 282
Providing and fixing of Sign. Board
2.0 meter span rcc culvert Eartwork in excavation for structure as per drawing and technical specifications clause 305.1 including setting out construction shoring and bracing , removal of stumps and other deleterious material and disposal up to lead of 50m dressing of sides and bottom and back filling in trenches with excavated suitable material. Up to 3m depth
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:4:8 (Hand mixed)
Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:3 cement mortar
Brick masonry work in cement mortar in super structure complete excluding pointing and plastering as per drawing and technical specifications Clauses 602,603,604, 1202 & 1204 Brick masonry in 1:3 cement mortar
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 (1:1.5:3)
Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C. grade M 20 (1:2:4)
Pointing with cement mortar (1:3) on brick work as per drawing and technical spacification clause 613.3 and 1204
75mm diaU- P.V.C. pipe for vipe hol pressure release pipe(serial no 7188)
Providing & Filling of brick bats behind the filler media of weep holes including supply of all materials, labour & T & P etc. complete
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
Laying brick soling layer on prepared sub-grade 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 thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
sign board
LESS 5% COMPETITIVE PRICE EFFICIENCY
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