Kerala Water Authority Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2024_KWA_647474_1Tender No
123/EE/PHD/TSR/2023-24Tender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
General conditions of E Tendering Process
BOQ Items
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15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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7.2.1:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.Cement mortar 1:6 (1 cement : 6 coarse sand)
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100.59.2:Refilling the trenches with a wet mix of close graded granular materials (Stone aggregate - 25mm nominal size - 17.5%, Stone aggregate - 10mm nominal size - 17.5%, Crushed Stone - 2.36mm to 12.5mm - 25%, Stone chippings / screenings - 4.75mm nominal size - 20%, Stone chippings / screenings - 150 micron nominal size - 20%), mixing properly after adding sufficient quantity of water, refilling in layers not exceeding 150mm, compacting properly at Optimum Moisture Content with Surface Plate Vibrator and disposing the excavated material etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
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100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
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OD188615/2023-2024:Shoring the sides of trenches upto a depth of 2.5 m with 50mm thick mango wood planks and two rows of mango wood wallings 150 mm x 100 mm provided horizontally on each side 100 mm x 100 mm struts at 2 m apart
560
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OD188616/2023-2024:Cutting 560 mm HDPE pipe in a length of 100 meter from river
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OD233478/2023-2024:Dismantling the 560mm HDPE pipe from river to river bank including dismantling sleeves from pipe etc complete as per direction from deprtmental officers
120
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100.98.149:Supply of HDPE Pipe PE 100 (IS 4984/1995), 8kg, 560mm Outer Dia.
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OD233979/2023-2024:Supply of 560mm HDPE electro-fusion coupler
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OD188617/2023-2024:Laying HDPE pipes (IS : 4984) on land portion including conveying within initial lead and aligning the pipes, electro-fusion welding using automatic or semi-automatic electrofusion machines, testing the pipeline thus fabricated to suit the hydraulic working pressure and after testing, aligning the pipeline, lowering the pipe in position into the testing the line to suitable pressure with potable water before laying the trenches including all labour charge, hire for appliances etc., complete but excluding cost of pipe and fittings: 560mm Nominal Outside Diameter Pipes.
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OD188618/2023-2024:Trenching the river bed in liquid mud or ordinary soil for laying H D P E pipes up to a maximum depth of 5.50M below water level using diving set and air compressor or using any other scientific method, stacking the excavated soil at convenient place and refilling the trenches after laying pipes including all labour charges and hire charges for diving set, air compressor, country boat and all other appliances & equipments, maintaining the depth of trenches till laying pipes etc. complete - Data for 10m3
100
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OD188619/2023-2024:Laying 560mm HDPE pipes (IS: 4984) in under water, using diving set and air compressor or using any other scientific method, including conveying the pipes within initial lead and aligning the pipes, Fixing concrete sleeves as per design etc. testing the pipe line to hydraulic test pressure with potable water and after testing, back filling and leveling the trenches including all labor charge for laying, jointing, hire for appliances etc. complete but excluding cost of pipe and fittings
100
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OD188620/2023-2024:Jointing 560mm HDPE pipes with mechanical collar and flanged joints
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OD188621/2023-2024:Casting R.C.C. sleeves as per design with C C 1:1.5:3 using 20mm broken stone and supplying suitable anti corrosive 'T' bolt and nuts including hire for form work cost and conveyance of all materials watering curing etc: complete
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