Kerala Rural Water Supply And Sanitation Agency Tender
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Kerala Rural Water Supply And Sanitation Agency - KRWSA Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date21 Sep 2023
Closing Date3 Oct 2023
Tender Amount₹ 3,09,75,992
Costs
EMD
₹ 1,00,000Document Cost
₹ 7,500Tender Fee
Refer Documents
Summary
Jjm Fc At Chaliyar Gp - Package 8b
Description
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Contact
Tender Id
2023_KRWSA_605175_1Bid Award Id
ViewTender No
46/JJM/KRWSA/MPM/CH8B/2023Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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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
4.05
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less
cement used as per design mix is payable or recoverable separately.All work upto plinth level
18.5
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Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing
and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less
cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
49.4
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Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
67.9
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Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
26.88
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Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
657.47
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Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
136.05
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Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
63.36
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Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Strut
72
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Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide
39.2
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Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
346.5
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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
2520
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
6120
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12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
379.42
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12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
101.41
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Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
328.66
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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
365
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Lettering with black Japan pint of approved brand and manufacture
3275
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.
4800
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
3600
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
4000
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm.
4600
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
6000
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Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
1200
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 :
All kinds of soil
4104.01
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 :"
Ordinary Rock
3549
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm 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 Hard Rock(Requiring Blasting).
1539
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)
25 mm nominal outer dia pipes.
4600
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)
32 mm nominal outer dia pipes.
6000
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)
40 mm nominal outer dia pipes.
4800
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)
50 mm nominal outer dia pipes.
3600
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-
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)
63 mm nominal outer dia pipes.
4800
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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore(medium)
900
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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work25 mm dia nominal bore(medium)
1500
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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work32 mm dia nominal bore(medium)
1200
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-
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Providing and fixing medium G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work50 mm dia nominal bore
1200
-
-
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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work40 mm dia nominal bore(medium)
900
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm
nominal bore
18
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm
nominal bore
15
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm
nominal bore
18
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm
nominal bore
15
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm
nominal bore
12
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Providing 15mm (1/2 inch) house connection with 15mm (1/2 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the cost of tested Class B Multijet water meter with ISI mark and weather resistant PP / PE meter box of minimum size 300mm x 200mm x 150mm, stand post with 63 mm 6kg/cm2 pvc pipe height of 1 mtr, concrete palform of size 60*60*7.5cm,but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
400
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Providing 15mm (1/2 inch) GM Air Valve in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire for tools and labour charges etc. complete and as per the directions of the department officers.
120
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Providing 15mm PVC Tap in the water meter assembly for 15mm ( 1/2 inch ) water connection, using 20mm ( 1/2 inch ) Indian Standard uPVC Class 6 pipes, uPVC specials and PP PN 16 Compression specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.
400
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Testing water sample from the source of scheme at any Government laboratory and submitting the report - both physical and bacteriological parameters
3
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Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings,balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
6.17
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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
5240
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Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up to floor Vlevel with RCC band at sill level and lintel level with approved block laying polymermodified adhesive mortar all complete as per direction of Engineer-in Charge. (Thepayment of RCC band and reinforcement shall be made for seperately).
3.59
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White washing with lime to give an even shade:New work (three or more coats)
50.76
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Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
50.76
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Supply of uPVC Pipe , IS 4985: 2000 , 10kg/cm2, 75 mm Dia.
3680
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 90mm Dia.
2880
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Supply of uPVC Pipe , IS 4985: 2000 , 10kg/cm2, 110mm Dia.
1440
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 140mm Dia.
640
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Supply of DI K7 Pipe Conforming to IS 8329/2000, 100mm Dia
240
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)
110 mm nominal outer dia pipes.
1440
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)
140 mm nominal outer dia pipes.
640
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)
90 mm nominal outer dia pipes."
2880
-
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Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (including supply and laying charges of pipe specials of same class as that of pipe)
75 mm nominal outer dia pipes.
2880
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Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials :
100 mm dia Ductile Iron Class K-9 Pipes
240
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Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:100 mm
diameter pipe
12
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Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600
mm dia
1.8
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Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto
600 mm dia
1.8
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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:100 mm dia pipes
30
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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work80 mm dia nominal bore(medium)
360
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Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work65 mm dia nominal bore(medium)
1440
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm
nominal bore
6
-
-
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm
nominal bore
6
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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):100 mm diameterClass I
6
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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):125 mm diameterClass I
6
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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, traffice 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.
10340
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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 : 4 graded stone aggregate 20 mm nominal size)
203.4
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Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
2.36
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Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
43.18
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Surveying with Electronic Total Station with single prism in normal terrain and normal traffic.
39.38
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Conducting field inspection, analyzing the survey results and other collected data collected during field inspection, designing the pipe line networks using the EPANET for providing hydraulically feasible FHTCs by engaging techanically qualifying experts including cost of all conveyance, hire and labour charges for computer software, printing charges etc complete.
39.38
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Design,analysis and all detail drawing(plan,Elevation,section,bar bending schedule details etc)the item required for satisfactory completion of OHSR
100000
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Design, supplying , errection and commissioning of best quality ISI Marked Branded Open well submerssible 3phase electric driven motor pumpset working at 360 voltage (IS-1422)with bronze impeller and stainless steel shaft having minimum of 10.83 lps discharge against total head 67.70 m with suitable ISI marked accessories such as starter(best quality ISI marked fully automatic electronic Star Delta ), main switch ,fuse, capacitor, ELCB, adequate length of best quality suitable size flat submerssible cable, reflux valve, sluice valve, pressure gauge, earthing materialsconforming to IS 3043/2000 as amended to date, ammeter, volt meter, selector switch, flickering lamps, dry running preventer cum no voltage wire, conveying and erecting the motor pumpset and panel board and giving all connections, earthing etc. as per KSEB/EI rules and regulations. Conveying and fixing suitable GI pipe medium pipe as suction and delivering pipes including connections with pumpset delivery to the common pumping main of suitable size using suitable T/Y connections etc. Trial run should be given for 7 days. Any documentation required for proper electric connection shall be arranged by the contractor at their own cost etc. complete as per direction of site in charge of the work.
2
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