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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.8 LAccepted-AOC | ₹39.8 L | L1 | Accepted-AOC ok |
| 2 | L2₹40.8 L+₹1.0 L (2.61%)Rejected-AOC | ₹40.8 L+₹1.0 L (2.61%) | L2 | Rejected-AOC ok |
| 3 | L3₹40.8 L+₹1.0 L (2.61%)Rejected-AOC | ₹40.8 L+₹1.0 L (2.61%) | 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
₹49.2 L
EMD Value
₹1 L
Closing Date
15 Feb 2024, 2:00 pmClosed
Executive Engineer, Irrigation Division Rudrapur
office of Executive Engineer, Irrigation Division, Rudrapur
Renovation and Strengthening of Baur dam, Block -Gadarpur Distt. U.S. Nagar (Under 4700- Beautification work at Baur dam. Reach Baur Spillway Garden, Top Road km 4.300 to km 4.600
2024_IRDCE_68716_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
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 with a lead upto 1000 m as per Technical Specification
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 Clause 401.4 as per Technical Specification Clause 408.
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 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
Fencing with welded steel wire Fabric 75 mm x 50 mm (Providing 1.20 metre high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 metre center to center with 0.40 metre embedded in M15 grade cement concrete, corner, end and every 10th post to be strutted, provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25mm mesh and fixed to iron posts by flat iron 50 x 5 mm and bolts etc. complete in all respects.) Steel wire fabric of 75 mm x 25 mm mesh
Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centreto-centre, complete as per approved drawings Clause 1706
Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification
Arora Enterprises
M/s SUNNY ASSOCIATES
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_82652.pdf
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details.html
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