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NTID 44319126
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Inquiry NowRectification Works Of 1 No Sm in Kottayam - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Rectification Works Of 1 No Sm" in Kottayam, India.
- Opening Date : Wed 18th March, 2026
- Closing Date : Mon 16th March, 2026
- ₹ 508355.00
- NTID 44319126
Tender Description
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
BOQ Items Total Items : 9 | Total Qty : 1359.43
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | CHITTATTINMUNNI | ||
| 2 | Supplying and installing OPENwell pumpset with ISI mark and specifications with all accessories as per the duty condition confirming to relovent ISI specificaton and mark -Head 130m & discharge 40000 LPH including Oil immersed Star Delta starter / Power capacitor, Single phase preventor Cable 6 .1.2 sqm, Earthing material, Pressure Guage with siphon and/ Valve, NR Valve , Sluice Valve, Panel board of size 2.5 x 2 feet including volt meter, ammeter, selector switch, 100A MCCB, 300MA ELCB, 63 o Fuse unit 3nos and panel board wiring with cables, Supply & Fixing MS supporting clamps. with Pump set erection charges including welding the column pipes with flanges, bend and fitting valves including the cost of rubber mat, nuts, bolts, labour charge,conveyance charge etc 1,2 Supply and fixing 80 mm GI pipe with all fittings | 20.000 | no |
| 3 | Jointing 200 mm GI and PVC pipe already laid to lines and level using appropriate flanges and specials includingcost of materials, specials conveyence charges for the mterials within initial lead , labour charges etc complete to make water tight joint capable to withstand the required pressure | 3.000 | hp |
| 4 | Supply of PE Pipe, PE100, PN10, conforming to IS 4984/2016. 40 mm dia 10 kg | 600.000 | m |
| 5 | Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil | 29.430 | m |
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