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 Date12 Jan 2024
Closing DateCancelled
Tender Amount₹ 47,63,896
Costs
EMD
₹ 50,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Jjm Fc At Urangattiri Gp - Package7b (retender)
Description
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Contact
Tender Id
2024_KRWSA_643174_1Tender No
RE5/49/JJM/KRWSA/MPM/UR7B/2024Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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
120
-
-
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-inCharge. (Thepayment of RCC band and reinforcement shall be made for seperately
1.8
-
-
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
49.38
-
-
White washing with lime to give an even shade:New work (three or more coats)
49.38
-
-
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two
or more coats on new work
25.38
-
-
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
233
-
-
Lettering with black Japan pint of approved brand and manufacture
1310
-
-
Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and
branches, removing the roots and stacking of serviceable material and disposal of unserviceable
material.Beyound 30 cm girth up to and including 60 cm girth
15
-
-
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
24
-
-
DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble
including conveyance of material and labour charges etc. complete as per direction of departmental
officers at site.
24
-
-
EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and
filling (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in
depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
46.47
-
-
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)
12
-
-
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
4.8
-
-
Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked,
with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow
pipes but without fittings and the base support for tank.
15000
-
-
Additional conveying charge of polyethylene water storage tank :ISI 12701 marked, with cover and
suitable locking arrangement from vehicle reaching area to the work site by head load but without fittings
and the base support for tank.
15000
-
-
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On steel work
93.77
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 75mm Dia
400
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.
1200
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
750
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
800
-
-
Supply of uPVC Pipe , IS 4985: 2000 , 10kg/cm2, 90mm Dia.
300
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 20mm.
200
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm.
1050
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
1650
-
-
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 : All kinds of soil
884
-
-
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 :"
Ordinary Rock.
663
-
-
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)
442
-
-
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."
300
-
-
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.
400
-
-
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).
20 mm nominal outer dia pipes.
200
-
-
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
1050
-
-
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.
1650
-
-
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
1200
-
-
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.
750
-
-
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.
800
-
-
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work20 mm dia nominal bore(medium)
210
-
-
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work25 mm dia nominal bore(medium)
330
-
-
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work32 mm dia nominal bore(medium)
200
-
-
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work80 mm dia nominal bore(medium)
30
-
-
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work65 mm dia nominal bore(medium)
50
-
-
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work50 mm dia nominal bore(medium)
270
-
-
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External
work40 mm dia nominal bore(medium)
150
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm
nominal bore
6
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm
nominal bore
5
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm
nominal bore
2
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm
nominal bore
2
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore
6
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm
nominal bore
5
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm
nominal bore
4
-
-
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.
1800
-
-
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)
48
-
-
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.
50
-
-
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
-
-
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.
50
-
-
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 2.71 lps discharge against total head 151m 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
-
-
Testing water sample from the source of scheme at any Government laboratory and submitting the report - both physical and bacteriological parameters
1
-
-
Surveying with Electronic Total Station with single prism in normal terrain and normal traffic
7.59
-
-
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.
7.59
-
-
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