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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.1 LAccepted-AOC | 1 | Accepted-AOC aoc | |
| 2 | 2₹5.3 L+₹19,962.01 (3.93%)Rejected-Finance | 2 | Rejected-Finance not lowest bid |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
30 Jan 2024, 5:00 pmClosed
Executive Engineer, Bist Doab Canal, Jalandhar
Executive Engineer, Bist Doab Canal, Jalandhar
Estimate for restoration of concrete lining of Bist Doab Canal damaged during flash floods of July 2023.
2024_WR_115011_1
BDD/BDC/2023-24/39
Open Tender
Civil Works
Item Rate
45 days
NAWANSHAHR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹10,000
Yes
12 Aug 2024
4 Jan 2024
31 Jan 2024
4 Jan 2024
30 Jan 2024
4 Jan 2024
Amount
DISMANTLING OF CONCRETE ( CEMENT CONCRETE PLAIN 1:2:4)
Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within lead of 30 metres.
Compaction (i) Extra for laying earth/fly ash as per specifications in 20 cm Layers and dressing but excluding cost of rolling.
Compaction (ii) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.
Compaction (iii) Extra for rolling to specifications
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-0 to 1.5 m depth
Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :- 1.5m to 3m depth
Dressing of side slopes and preparation of subgrade for lining complete in all respect as per pwd specification.
Putting 1:3 (cement : water ) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slope before lying concrete on bed and side slopes.
Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M-15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
Shuttering for faces of concrete lining on side slopes and bed complete in all respect as per specification and directions of Engineer in Charge.
Providing and laying Polythene LDPE films/ sheet of 150 micron over sleepers
Filling expansion joints with special impervious hot pour 12.5mm wide.
Any Other Item
THE RAIDHARNA COOPERATIVE LABOUR AND CONSTRUCTION SOCIETY LIMITED
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