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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.5 LAccepted-AOC | ₹41.5 L | L1 | Accepted-AOC ok |
| 2 | L2₹42.0 L+₹50,000 (1.20%)Rejected-AOC | ₹42.0 L+₹50,000 (1.20%) | L2 | Rejected-AOC ok |
| 3 | L3₹42.0 L+₹50,016.86 (1.20%)Rejected-AOC | ₹42.0 L+₹50,016.86 (1.20%) | L3 | Rejected-AOC ok |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹49.6 L
EMD Value
₹1 L
Closing Date
15 Feb 2024, 2:00 pmClosed
Executive Engineer
office of Executive Engineer Irrigation division Rudrapur
Renovation of Ramp, Reformation / Maintenance of Baur dam Top Section and Lower Service Road. Reach Ramp at km 4.300 and Top Road km 1.500 to km 4.300 and lower Service km 2.500 to km 4.300
2024_IRDCE_68711_1
03/EE/2023-24
Open Tender
Civil Works
Item Rate
180 days
Gularbhoj
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,540
Executive Engineer irrigation Division Rudrapur
₹1 L
20 Jun 2024
1 Feb 2024
16 Feb 2024
1 Feb 2024
15 Feb 2024
8 Feb 2024
Amount
Supplying and laying R.B.M./Granular material on common flank top service roads of dam including all cost of material, stacking, labour, T&P etc. complete in all respects as per Technical Specification, and / or as directed by engineer in-charge.
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 Upto 3 m depth
Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Brick masonry in 1:4 cement mortar
Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specification
Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications P.C.C grade M 10 Nominal mix 1:3:6
Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification
Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification
M/s Vikrant Singh Contractor Gadarpur
M/s Kuldeep Singh Contractor, Gadarpur
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_82646.pdf
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details.html
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