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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical As per attached document |
| 2 | Accepted-Technical | Accepted-Technical As per attached document |
| 3 | Rejected-Technical JABALPUR | Rejected-Technical As per attached document |
Tender Value
Refer Docs
EMD Value
₹8.1 L
Closing Date
29 Apr 2026, 5:00 pmClosed
Executive engineer
Office of The Executive Engineer Maintenance Division Uttarakhand Jal Sansthan Pantdeep Haridwar
Replacement of haridwar laying of pipe line distribution pumping water supply scheme haridwar under kumbh mela 2027
2026_UKJS_93796_1
3299/E-Tender/2025-2026 date-24.03.2026
Open Tender
Pipe Laying Works
Turn-key
150 days
haridwar
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
Executive Engineer UJS pandeep haridwar
₹8.1 L
haridwar
15 May 2026
2 Apr 2026
30 Apr 2026
2 Apr 2026
29 Apr 2026
15 Apr 2026
2 Apr 2026 - 7 Apr 2026
8 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 50 m, stacking serviceable and unserviceable materials separately | 870.44 | Cum | - | - |
| 2 | Excavation in Pipe Line Trenches
Excavation in ordinary soil (loam, clay, sand) for foundation including lift up to 1.5M and lead up to 30M filling waterring and ramming of Excavated the earth in to the trenches or into the sides between foundation trenches or in to the plinth. | - | Cum | - | - |
| 3 | Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type CC (1:2:4), coarse and fine aggregates conforming to IS: 383,maximum size ofcoarse aggregate notexceeding 25 mm,mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. | - | Cum | - | - |
| 4 | Providing , of all materials Carting from site store to site of work ,Lowering into trenches with true to alingment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipe including supply of "EPDM"rubb er gaskets confirming to IS:5382-1985 with testing of pipe line complete.D.I/PIPE CONFORMING TO IS:8329/2000 D.I.Pipe S&S K-7 200MM Dia | - | M | - | - |
| 5 | 250MM Dia | - | M | - | - |
| 6 | 300MM Dia | - | M | - | - |
| 7 | Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I pipes confirming to IS : 1239 (PART-1) including supply of all jointing materials like specials, white lead, hemp and oil etc in trenches with its cutting, threading and testing of pipe line etc complete. Medium Class: 50 mm dia pipe Supply | - | M | - | - |
| 8 | Laying & Jointing | - | M | - | - |
| 9 | 80 mm dia pipe Supply | - | M | - | - |
| 10 | Laying & Jointing | - | M | - | - |
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Tendernotice_1.pdf
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Pipeline.pdf
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BOQ_111014.xls
BOQ • 0.42 MB
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