Kerala Water Authority Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 6,508Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_KWA_724048_1Tender No
E-Tender No. 47/2024-25/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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100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.
2470
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100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.
869
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100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
1950
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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.
23
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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.
6
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100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm.
3
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100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm.
2
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100.98.449:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 50mm.
5
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100.98.451:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 100mm.
5
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18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia
29.51
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OD63625/2023-2024:Supply of 50mm GI pipe (B class)
9
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OD63665/2023-2024:Cost of 150mm CID/CIR joint
46
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OD63667/2023-2024:Cost of 200mm CIR/CID joint
6
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Appendix-B Working Charges
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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
1161
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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.
1814.4
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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.
626.4
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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.
2700
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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.
671.4
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100.98.1008:Engaging Coolie.
30
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100.98.1009:Engaging Fitter ( grade 1).
8
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100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes.
1020
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100.14.3:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes.
726
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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.
2470
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100.9.9: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): 110 mm nominal outside diameter pipes.
869
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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.
1950
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100.37.7.1:In situ fabrication of M.S. pipes of size 200mm (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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OD125509/2024-2025:Laying 200mm MS pipe with 8mm tk MS plate for casing of PVC pipe across culvert as per the direction of deptl officers.
18
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100.37.7.3:Cutting 200mm (I.D.) M.S. pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
6
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100.37.7.4:Welding 200mm (I.D.) M.S. pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods, all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
6
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100.37.7.5:Grinding cut and weld edges of 200mm (I.D.) M.S. pipes during fabrication work including all labour and hire charges of tools etc., complete: For pipes fabricated with 8mm thick M.S. plates.
6
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18.83.7:Labour for cutting C.I. pipe with steel saw.300 mm diameter C.I. pipe
4
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OD123806/2024-2025:Labour for cutting D.I pipe with steel saw.300 mm diameter DI. pipe
12
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OD123824/2024-2025:Labour for cutting D.I pipe with steel saw.200 mm diameter DI. pipe
20
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18.70.5: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:300 mm dia pipe
190
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18.70.3: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:200 mm dia pipes
140
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18.30.7:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:300 mm diameter pipe
5
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18.30.5:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:200 mm diameter pipe
6
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OD62454/2023-2024:Jointing DI pipes of diameter 300 mm and specials laid in trenches to lines and levels using Mechanical collar or any available type of joint after cleaning the ends, centering the pipe, inserting the joint and tightening including conveying the materials within initial lead and other sundries etc. complete to make a water tight<br>joint capable to withstand the required pressure including labour but excluding cost of mechanical joint etc complete.
4
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OD124077/2024-2025:Jointing DI pipes of diameter 200 mm and specials laid in trenches to lines and levels using Mechanical collar or any available type of joint after cleaning the ends, centering the pipe, inserting the joint and tightening including conveying the materials within initial lead and other sundries etc. complete to make a water tight<br>joint capable to withstand the required pressure including labour but excluding cost of mechanical joint etc complete.
3
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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)
15
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100.35.5:Testing 300mm DI/CI pipeline with potable water to the required test pressure. 300 mm dia Observed Data derived from item no.1023 of PHED DATA
1020
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100.35.3:Testing 200mm DI/CI pipeline with potable water to the required test pressure 200 mm dia Observed Data derived from item no.1020 of PHED DATA
726
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OD62495/2023-2024:Interconnecting the newly laid 300mm DI pipe with the existing 300mm CI pipe including cutting and dismantling the existing pipe line/bend to the required length and providing Tee or other suitable specials including cost of necessary earth work excavation but excluding cost of specials as per the direction of deptl officers
1
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OD62507/2023-2024:Interconnecting the newly laid 300mm DI pipe with the existing 200mm DI pipe using Tee or other suitable specials including cost of necessary earth work excavation but excluding cost of specials as per the direction of deptl officers.
3
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OD124261/2024-2025:Interconnecting 300mm DI pipe for connecting with 160PVC/150mmAC/GI /110PVC/100mm AC pipes using suitable DI Tee, Tail piece, etc including laying charges for 200mm DI casing pipe under duct and labour charges for earthwork.etc but excluding cost of specials etc. complete as per the direction of deptl. officers.
14
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OD124384/2024-2025:Interconnecting 200mm DI pipe for connecting with 160/150/110/100mm PVC /AC/GI pipe using suitable DI Tee ,tail piece, 200mm DI casing pipe -2m, including labour charges for laying casing pipe, earth work etc complete but excluding cost of pipe spls as per the direction of deptl. officers.
9
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OD126030/2024-2025:Interconnecting160mm PVC pipe for connecting with existing 90PVC/80AC/75PVC/63PVC/50mm PVC pipe using 150x40mm MS clamp,50mm PVC adapter, 50mm PVC bend,suitable reducer including cost and conveyance of all materils and labour charges for earth work etc. complete as per the direction of deptl. officers.
5
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OD124578/2024-2025:Interconnecting160mm PVC pipe laid through duct with existing 110PVC/100AC/90PVC/80AC /75PVC/ 63PVC/50mm PVC pipe using 150x40mm MS clamp,50mm PVC adapter, 50mm PVC bend,suitable reducer including cost and conveyance of all materials and labour charges for providing connection ,drilling duct wall but excluding cost of earthwork etc. complete as per the direction of deptl. officers.
12
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OD124585/2024-2025:Interconnecting110mm PVC pipe laid through duct with existing 110mm PVC/90PVC/80AC/75PVC/ 63PVC/50mm PVC pipe using suitable saddle,50mm PVC adapter, 50mm PVC bend,suitable reducer including cost and conveyance of all materils and labour charges but excluding cost of earthwork etc. complete as per the direction of deptl. officers.
6
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OD124635/2024-2025:Jointing 110mm PVC and 110mm PVC/100mm AC pipe and spls laid to lines and levels in the trenches using C. I. detachable or any available type of joints after cleaning the ends, centering the pipes inserting the joints and tightening including conveying the materials within initial lead and other sundries etc.,earth work for interconnection etc. complete to make a water tight joint capable to withstand the required pressure (excluding cost of CID Joint).
24
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OD124634/2024-2025:Jointing 160mm PVC and 150mm DI spls laid to lines and levels in the trenches using C. I. detachable or any available type of joints after cleaning the ends, centering the pipes inserting the joints and tightening including conveying the materials within initial lead and other sundries etc.,including earth work excavation,bailing out water etc. complete to make a water tight joint capable to withstand the required pressure (excluding cost of CID Joint).
20
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OD125864/2024-2025:Fabricating supplying and fixing 100mm MS pipe with flanges at ends for fixing air valve in the suitable Tee laid in the alignment by cutting,welding ,grinding etc as per the direction of deptl officers.
5
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OD124631/2024-2025:Shifting the house connection / public tap connection/ service connections from the line laid through duct by using PVC saddle, adapter,25mm PVC pipe,,elbow,coupler,ball valve etc including cost and conveyance of all materials and labour charges for taking connection ,drilling duct wall etc. complete as per the direction of deptl officers.
450
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100.60.3.2.1:Providing additional length of house connection pipe using 25mm Indian Standard Class 6 uPVC pipe and specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers
100
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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
245.7
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OD132196/2024-2025:Sulpplying and laying the supporting clamps at 4m c/c inside the duct using 50x6mm MS flat to protect the pipe including cost and conveyance of MS flat, and labour charges for cutting bending,welding ,grinding and fixing MS flat to make clamp, mechanical means to lift the duct slab for laying pipe and fitting clamps and providing sand bags iside duct in between the clamps as per the direction of deptl officers.
3900
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OD134310/2024-2025:Providing operation arrangements to sluice valve provided at byelanes using 110mm PVC pipe including cost and conveyance of all materials ,supply and laying of concrete paver blocks and labour charges for earthwork, etc. complete as per the direction of deptl officers.
23
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Appendix C-Fitting air valve and sluice valve (Cost Index :35.59%)
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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.
23
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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.
6
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100.31.1.5: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 I.
3
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100.31.1.7: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): 300mm diameter, Class I.
2
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100.32.3:Conveying and fixing C. I. Double Acting Air Valve 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 Double Acting Air Valve.
5
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100.32.5:Conveying and fixing C. I. Double Acting Air Valve 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): 100mm Double Acting Air Valve.
5
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Appendix D-Valve chamber
-
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2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
56.54
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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)
3.8
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
102.05
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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
25.02
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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)
3.03
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5.22.4:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelHot rolled deformed bars
2243.44
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OD125319/2024-2025:Hydraulic means provided for placing the heavy concrete slabs over manhole as per the direction of deptl officers
1
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Appendix E- PWD Road Restoration
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3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
122.85
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4.1.A.1:Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with a motor grader on the prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
52.65
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4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
52.65
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5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
351
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5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
351
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5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)
17.55
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5.6.1.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.2 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - I ( 19 mm nominal size )
10.53
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8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
351
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Appx F- Extra rate for Night Allowance
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OD125493/2024-2025:Extra 50% labour for work done during night for 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
1686
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OD125494/2024-2025:Extra 50% labour for work done during night for 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.
1239
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-
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OD125495/2024-2025:Extra 50% labour for work done during night for 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.
531
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OD125496/2024-2025:Extra 50% labour for work done during night for Engaging Coolie.
30
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OD125497/2024-2025:Extra 50% labour for work done during night for engaging fitter
8
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OD125498/2024-2025:Extra 50% labour for work at night Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes.
840
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OD125499/2024-2025:Extra 50% for work done in night foe Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes
720
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OD125500/2024-2025:Extra 50% labour for work done at night for 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.
450
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OD125501/2024-2025:Extra 50% labour for work done at night for 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:300 mm dia pipe
190
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OD125502/2024-2025:Extra 50% labour for work done in night for 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:200 mm dia pipes
140
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