Kerala Rural Water Supply And Sanitation Agency Tender
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Kerala Rural Water Supply And Sanitation Agency - KRWSA Tender
Civil And Construction
Eprocure
Opening Date20 Oct 2023
Closing Date30 Oct 2023
Tender Amount₹ 35,65,708
Costs
EMD
₹ 50,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Jjm Fc At Chaliyar Gp - Package 8a
Description
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Contact
Tender Id
2023_KRWSA_615121_1Bid Award Id
ViewTender No
RE1/45/JJM/KRWSA/MPM/CH8A/2023Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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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 mm nominal size
1.35
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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
6.17
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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
12.19
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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).
18.36
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Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
8.96
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-
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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.
41.04
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-
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Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs,
landings, balconies and access platform
27.46
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Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams,
girders bressumers and cantilevers
17.72
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Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers,
Abutments, Posts and Strut
24
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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
4.8
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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)
81.3
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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
720
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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
1462.8
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12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
99.63
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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)
23.4
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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)
99.63
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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
73
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Lettering with black Japan pint of approved brand and manufacture
655
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.
900
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
600
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
1800
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm.
700
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Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
800
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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.
585
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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
699
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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
432
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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 consolidatingeach
deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a
lead of 50 m Hard Rock(Requiring Blasting).
144
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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.
700
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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.
800
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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.
900
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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.
600
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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.
1800
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Providing and fixing G.I. pipes medium complete with G.I fittings including trenching and refilling etc. External
work20 mm dia nominal bore(medium)
100
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Providing and fixing G.I. pipes medium complete with G.I fittings including trenching and refilling etc. External
work25 mm dia nominal bore(medium)
150
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Providing and fixing G.I. pipes medium complete with G.I fittings including trenching and refilling etc. External
work32 mm dia nominal bore(medium)
160
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Providing and fixing G.I. pipes medium complete with G.I fittings including trenching and refilling etc. External
work50 mm dia nominal bore(medium)
600
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Providing and fixing G.I. pipes medium complete with G.I fittings including trenching and refilling etc. External
work40 mm dia nominal bore(medium)
80
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm
nominal bore
6
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm
nominal bore
5
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm
nominal bore
6
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm
nominal bore
5
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Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm
nominal bore
3
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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.
35
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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.
20
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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.
35
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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
1
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Surveying with Electronic Total Station with single prism in normal terrain and normal traffic.
5.89
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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.
5.89
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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 1.90 lps discharge against total head 53.53 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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