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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹40,445.06Accepted-AOC | 1 | Accepted-AOC aoc | |
| 2 | 2₹44,101.36+₹3,656.30 (9.04%)Rejected-Finance | 2 | Rejected-Finance not lowest bid |
Tender Value
₹55,000
EMD Value
₹1,000
Closing Date
7 Mar 2024, 10:00 amClosed
Executive Engineer, Bist Doab Canal, Jalandhar
Executive Engineer, Bist Doab Canal, Jalandhar
Estimate For Plugging And Strengthening Breach By Concrete Lining M15 At Rd 114300/R Of Mukandpur Distributary.
2024_WR_119210_1
BDD/BDC/2023-24/48
Open Tender
Civil Works
Item Rate
30 days
MUKANDPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Yes
₹1,000
Yes
12 Aug 2024
1 Mar 2024
7 Mar 2024
1 Mar 2024
7 Mar 2024
1 Mar 2024
Amount
Extra for laying earth/fly ash as per specifications in 20 cm Layers and dressing but excluding cost of rolling. Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. Extra for rolling to specifications.
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and lead of 4 Km (Pucca).
Filling cement bags with sand sewing and laying in position within 30 meters in dry including cost of E.C bags and strings.
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)
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 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.
Dressing side slopes and preparation of sub grade for lining.
Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes.
Centering and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.)
Any Other Item as per CSR Rate
THE JAI MAA COOP L AND C SOCIETY LTD
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