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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | ₹1.7 L Quoted ₹1.1 Cr | L1 | Accepted-AOC This contractor allot this work |
| 2 | L2₹1.3 Cr+₹22.2 L (21.1%)Rejected-Finance LUDHIANA CANAL CIRCLE LUDHIANA | LUDHIANA | PUNJAB | 141001 | ₹1.3 Cr+₹22.2 L (21.1%) | L2 | Rejected-Finance Darshan singh contractor rates higher than jaswinder singh contractor rate |
Tender Value
₹84.1 L
EMD Value
₹1.7 L
Closing Date
30 Dec 2022, 9:00 amClosed
Executive Engineer
Executive Engineer Sangrur Division IB Sangrur
Estimate for Remodelling Reconstruction of Dangarh Minor of Uppli Distributaries system by concrete lining M15 concrete mix mixed in automatic batching and mixing plant carried to site of work in transit mixers of laid with manually with specified
2022_WR_93765_1
09/2022-2023 dated 15.12.2022
Open Tender
Civil Works
Item Rate
60 days
Sangrur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Yes
₹1.7 L
Yes
22.12.2022
13 Feb 2023
15 Dec 2022
30 Dec 2022
15 Dec 2022
30 Dec 2022
15 Dec 2022
22 Dec 2022
Amount
Ordinary jungle clearance of both banks of running distributaries, minors and drains with discharge upto 9cum/s including boundary road :- (a) Discharge upto 1.5 cum/s
Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m
Dressing of Earth work (New work or remodeling work)
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
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 leads (a) Disposal/Carriage from 0 upto 450m
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
Cement concrete lining 75 mm. 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 trnsit mixers with an average lead of 1 km. (FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII)
Filling expansion joints with special impervious hot pour 12.5mm wide.
Filling construction/contraction joints with specialimpervious hot pour 12.5mm wide.
Extra bitumen painting at 0.69 Kg. per Sqm.
Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) ficationss.
Polythene films/ sheet of 100,125, 150, 200,250 micron
Dismantling brick work tile, masonry or tile lining ( In cement)
Outlets (Patrol Bank)
Outlets (Non Patrol Bank)
DARSHAN SINGH KALER AND COMPANY
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