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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.7 LAccepted-AOC | 1 | Accepted-AOC AOC | |
| 2 | 2₹16.5 L+₹82,634.35 (5.26%)Rejected-Finance | 2 | Rejected-Finance not lowest bid |
Tender Value
₹14.4 L
EMD Value
₹29,000
Closing Date
12 Sept 2024, 9:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer, Bist Doab Canal, Jalandhar
Executive Engineer, Bist Doab Canal, Jalandhar
ESTIMATE FOR BRICK LINING OF WATER COURSE AT RD 19112 D/S HARIPUR DISTY FROM RD 19112 D/S TO 20350
2024_WR_126317_1
BDD/BDC/2024-25/9
Open Tender
Civil Works
Item Rate
90 days
JALANDHAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Yes
₹29,000
Yes
30 Oct 2024
29 Aug 2024
12 Sept 2024
29 Aug 2024
12 Sept 2024
29 Aug 2024
Amount
Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly with disposal upto 3km PUCCA I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads complete in all respects.
Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed.
Dag belling single kassi stroke minimum 7.5 cm depth.
Dressing of Bed and Preparation of Sub-grade for Lining
First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls
10 mm thick Cement Plaster 1:4 on Side Walls
10 mm thick Cement Plaster 1:4 on Floors
Cement concrete 1:4:8 with brick balast 40mm gauge mixing by manual means.
Dressing of new earthwork
Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marked as per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment, gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc R.C.C. Pipe NP -2 (e) 300mm i/d pipe.
Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications. 160mm o/d pipe of 6 Kgf. / sqcm.
Reinforced cement concrete 1:2:4 hand mixed but including steel reinforcement (C.S.R.2020 item 10.13 (a) i & M42 b )
Any Other Item
SHA CONSTRUCTION COMPANY
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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