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Costs
EMD
₹ 1,00,000Document Cost
₹ 9,800Tender Fee
Refer Documents
Summary
Amrutdeshabhimanird Replacing Oldanddamaged 250mmcipipe With250mm Dik9pipe And 100mmacpipe With160mmpvcpipe On Bothsidealong Deshabhimanird Fromdeshabhimanijn To Keerthinagarjn Forimproving Watersupply To Division70 71and72of Kochicorptn Pipelinewrk
Description
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Contact
Tender Id
2025_KWA_739324_1Tender No
E-Tender No.51/2024-25/SE/PHC/CHNTender 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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100.1.1: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.
4063.8
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100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.
4.8
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100.6.1:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete.
30
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2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
5617
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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.
3200
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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.
932.5
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100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes.
1650
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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
7.23
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18.70.4:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes
300
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18.30.6:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:250 mm diameter pipe
12
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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.
3300
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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.
198
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OD119100/2024-2025:Labour for cutting D.I. pipe with steel saw.300 mm diameter D.I. pipe
2
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OD245550/2023-2024:Shifting existing 63mm/75mm/90 mm pvc pipe tappings of by lane to the newly laid main 160 mm PVC pipe including the cost of all materials, conveyance and labour as per the direction of the departmental officers.
55
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OD245551/2023-2024:Changing water supply/PH connections from the existing line to the newly laid 160 mm PVC line after plugging the existing connection and tapping including cost of pipe and specials, earth work excavation for trenches and labour charges etc. complete.
225
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100.31.1.2: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): 100mm diameter, Class I.
2
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100.31.1.4: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 I.
2
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100.31.1.6: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): 250mm diameter, Class I.
2
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OD274271/2023-2024:Conveying and fixing C. I. Air Valve , conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 50mm Kinetic Air Valve Type DK.
2
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OD245552/2023-2024:Disconnecting the existing 200 mm CI Pipe using 250 mm MS end cap and flanges
1
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OD245555/2023-2024:Interconnecting existing 100 mm AC pipe with newly laid 160 mm pvc pipe
2
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OD274205/2023-2024:Taking connection from 300 mm CI Pipe line to newly laid 160 mm PVC Pipe using the specials including cost of Materials and labour charges etc. complete
2
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OD245556/2023-2024:Providing MS fabricated 300 X300X250 mm Lateral tee with 300 MS mechanical collar ,joint for tapping the proposed 250 mm DI from the existing 300mm CI pipe including cost of nuts and bolts ,labour charges etc complete
1
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100.35.4:Testing 250mm DI/CI pipeline with potable water to the required test pressure . 250 mm dia Observed Data derived from item no.1022 of PHED DATA
1650
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100.98.1008:Engaging Coolie.
30
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100.98.1009:Engaging Fitter ( grade 1).
30
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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)
619.23
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16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
1032.05
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OD211452/2024-2025:Filling water with 6000 litre tankers fitted in lorry and conveying water from a distance of 5 km (average) to the work site and sprinkling water in refilled area of road to control dust nuisance using 5 HP diesel engine pump set, hire for tanker lorry, tools and other appliances and cost of water etc. complete " ( Ref. Technical circular)".
150
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Cost of Materials
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100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia.
1650
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100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
3300
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100.98.211:Supply of PVC Pipe, 6kg/cm2, 63mm Dia.
66
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100.98.212:Supply of PVC Pipe, 6kg/cm2, 75mm Dia.
42
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100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
48
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100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.
42
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OD211965/2024-2025:Supplying PVC specials
1
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100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.
2
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100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
2
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100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm.
2
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100.98.435:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 50mm.
2
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100.37.8.2:Fabricating M.S. flanges of diameter 250mm 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.
16
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OD245547/2023-2024:Fabricating 300 X300X250 mm Lateral tee joint for tapping the proposed 250 mm DI from the existing 300mm CI pipe including cost of cutting, welding ,grinding and fabrication of the TEE and cost of flanges, labour etc complete
1
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OD245548/2023-2024:Fabricating and supplying MS mechanical collar of size 300 mm (ID) using 10 mm thick MS plate including cost and conveyance charges of MS 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 10 mm thick MS plates.Width of collar is 30 cm<br>
2
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OD274586/2023-2024:Fabricating and supplying MS mechanical collar of size 250 mm (ID) using 10 mm thick MS plate including cost and conveyance charges of MS 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 10 mm thick MS plates.Width of collar is 30 cm
1
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OD274597/2023-2024:Fabricating 300 mm MS Tail piece providing at both respective ends of 300 mm CI pipe for connecting Tee using 10 mm thick 300 mm MS pipe and flange including cost and conveyance charges of MS pipe and flange and 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.
1
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100.37.6.1:In situ fabrication of M.S. pipes of size 150mm (I.D.) using 8mm 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.
12
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100.37.8.1:In situ fabrication of M.S. pipes of size 250mm (I.D.) using 8mm 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.
18
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Construction of valve Chamber
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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
23.94
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4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
1.1
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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.
63.6
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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
7.61
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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
608.56
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13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
22.08
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