Kerala Water Authority Tender
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Kerala Water Authority - KWA Tender
Civil And Construction
Pipe Line Project
Eprocure
Opening Date11 Feb 2025
Closing Date17 Feb 2025
Tender AmountRefer Documents
Costs
EMD
₹ 50,000Document Cost
₹ 3,257Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_KWA_736879_1Tender No
76/2024 2025/HWDTender 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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100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
80
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OD137144/2024-2025:Providing Caution Lighting arrangement including Hire charges of LED lamps, including wiring charges, Electricity charges etc. complete
70
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OD137146/2024-2025:Detecting & Marking underground metal cover of valve chambers with the help of metal detector device capable of detecting manhole covers (CI/SS) up to a depth of 1.5m below the surface of road with hand held probe gain control, with speakers or head phone, including hire charges of equipment, fees for technical assistance, labor charges, marking charges on the ground/road, recording geo coordinates etc. complete
5
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100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
80
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100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
60
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13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
90
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13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
90
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13.13:12 mm cement plaster 1:2 ( 1 cement : 2 stone dust)
90
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5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1312.5
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4.3.3:Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts
22.5
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5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
20.63
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OD137143/2024-2025:Refixing of existing CI Cover for manholes with frame, after lifting the chamber up to the level of road.
8
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OD137145/2024-2025:Supply and fixing of CI Cover with frame for manholes 560 mm dia heavy duty
2
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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.
8.75
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100.59.3:Restoring the road surfaces by providing and laying factory made cold bitumen-aggregate pot-hole repair mix in two layers of 25mm thick (total 50mm thick), by cleaning the surface with brooms etc. to remove dust/debris/water etc, placing the premix, compacting properly with hand-rammer etc. complete, including traffic control, providing caution boards and as per direction of Engineer-in-charge for road restoration works in pipeline leak sites.
36.4
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