Kerala Water Authority Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KWA_695792_1Tender No
24/EE/PHD/TSR/2024-25Tender 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
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
2500
-
-
OD100600/2024-2025:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.
37
-
-
18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
66
-
-
OD101212/2024-2025:Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately): 80 mm diameter Class
2
-
-
OD101224/2024-2025:Conveying & fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):
2
-
-
100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes.
2500
-
-
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.
30
-
-
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
6
-
-
OD112763/2024-2025: Shifting 20mm (3/4 inch) house connection from existing PVC / GI mains from up to 150 mm dia., using 25mm Indian Standard Class 6 uPVC pipe , Elbow, MTA, FTA, couplers, GI / MS / SS Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete , and as per the direction of the departmental officers
20
-
-
OD112778/2024-2025:Making branched connection from existing pvc/GI mains from upto to 150 mm dia., using Indian Standard Class 6 uPVC pipe , Elbow, MTA, FTA, couplers, GI / MS / SS Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete , and as per the direction of the departmental officers
4
-
-
Supply of materials -Pattipparambu Pazhampalakkode Road
-
-
-
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
2500
-
-
OD101341/2024-2025:Add 3% for pvc specials
1
-
-
OD100636/2024-2025:Add 5 %GI pipe specials
1
-
-
100.98.450:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 80mm.
2
-
-
100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
2
-
-
Supply of materials -Bye-passing line to Malesamangalam Road for providing sufficient flow to Pazhampalalakkode Area
-
-
-
100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.
120
-
-
OD104442/2024-2025:For PVC Specials 3%
1
-
-
OD105908/2024-2025:Supply Of 150 mm GI Pipe class medium
430
-
-
OD104601/2024-2025:Add 5 % cost for GI specials
1
-
-
100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
1
-
-
100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.
1
-
-
100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.
1
-
-
18.59.1:Providing and fixing C.I double acting air valve of approved quality with bolts, nuts, rubber insertion etc. complete ( The tail pieces, tapers etc. if required will be paid separately):50 mm dia
1
-
-
OD104759/2024-2025:160mm PVC R/J
2
-
-
OD104762/2024-2025:200 mm Repair joint with Accessories
2
-
-
OD104773/2024-2025:Supply of 315 mm Repair Joint with accessories.
2
-
-
OD104777/2024-2025: Supply of Tail piece for double flanged Sluice valve including conveyance of materials, supply of materials (tail piece with accessories)
0.71
-
-
18.68.1:Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
3.56
-
-
OD112190/2024-2025:Fabricating and supplying 200mm MS socket tail piece with mechanical joint suitable for jointing 200mm dia flanged and spigot end pipe for a length of 50cm long providing 8 set cleats and detachable clamp including painting two coat of coaltar epoxy paint over a coat of iron primer etc.complete.
2
-
-
OD112191/2024-2025:Fabricating and supplying of 300 mm DI x 315 mm PVC eccentric MS MJ Collar one and suitable for 300 mm DI pipe other end suitable for 315 mm PVC pipe using 10mm plate for body having a length of 40cm and providing a 20 MM square rod bend and weided inside the drum collar 40mm below the edge of both sides and 20x40mm MS flat bending and machiening so as to hold 20 mm rubber ring and providing 50 nos cleats and gussets on the 20x40 mm MS Flat and body insert on both sides drilling bolt holes on cleats including the cost of 32 nos. 20x125 mm nuts and bolts 20 mm rubber ring 2 nos. and painting 2 coats of coaltar epoxy paint over a coat of iron primer including the cost and conveyance of drum collar to site etc complete.
2
-
-
100.37.6.2:Fabricating M.S. flanges of diameter 150mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.
4
-
-
100.37.7.2:Fabricating M.S. flanges of diameter 200mm using 12mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.
2
-
-
OD115721/2024-2025:supplyinng 300 mm MJ collar with long bolts
2
-
-
OD115747/2024-2025:supplyinng 200 mm MJ collar with two side separate bolt &nut
2
-
-
Working Charges :-Bye-passing line to Malesamangalam Road for providing sufficient flow to Pazhampalalakkode Area
-
-
-
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.
149.5
-
-
100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, 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 50 m, in Ordinary Rock.
18
-
-
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
1120
-
-
100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes.
120
-
-
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
43
-
-
15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road
60
-
-
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.
64.5
-
-
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
58
-
-
100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II.
1
-
-
100.31.2.5:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 200mm diameter, Class II.
1
-
-
100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore.
430
-
-
OD112195/2024-2025:Linking of existing line to new line, including all labour charges and charges for hire and conveyance of tools and plant, cost of consumable charges for lighting ,watching,ribbon fencing,caution boards,traffic diversion,as per the direction of departmental officers etc.
1
-
-
OD112196/2024-2025:Linking of existing 315 mm pvc line to new 150 mm pvc line, including all labour charges and charges for hire and conveyance of tools and plant, cost of consumable charges for lighting ,watching,ribbon fencing,caution boards,traffic diversion,as per the direction of departmental officers etc.
1
-
-
Construction of valve chamber
-
-
-
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
25.43
-
-
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
7.66
-
-
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1.19
-
-
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
1.92
-
-
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
6.33
-
-
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
3.18
-
-
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
65.1
-
-
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
16.33
-
-
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
659.76
-
-
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
29.58
-
-
100.98.1007:Engaging Beldar
5
-
-
100.98.1008:Engaging Coolie.
5
-
-
100.98.1009:Engaging Fitter ( grade 1).
5
-
-
100.98.1010:Engaging Assistant Fitter or 2nd class fitter.
5
-
-
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