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 Date21 Dec 2023
Closing DateCancelled
Tender Amount₹ 1,18,92,963
Costs
EMD
₹ 50,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Jjm Fc At Urangattiri Gp - Package 7c (retender)
Description
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Contact
Tender Id
2023_KRWSA_634232_1Tender No
RE4/50/JJM/KRWSA/MPM/UR7C/2023Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
White washing with lime to give an even shade:New work
(three or more coats)
50.76
-
-
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
-
-
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
450
-
-
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 60cm girth
30
-
-
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
23.04
-
-
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.
38.4
-
-
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.
52.8
-
-
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)
14.88
-
-
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
7.68
-
-
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
25.6
-
-
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 base support of tank
30000
-
-
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 tube
238
-
-
Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications: Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
300
-
-
Lettering with black Japan pint of approved brand and manufacture
2620
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia
2800
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia
1950
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia
2400
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 20mm.
200
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm
2250
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm
3650
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 75mm
960
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 90mm
960
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 110mm
480
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 140mm
320
-
-
Supply of DI K7 Pipe Conforming to IS 8329/2000, 100mm Dia
80
-
-
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared
1185
-
-
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
2240
-
-
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
1743
-
-
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)
693
-
-
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 pipe
960
-
-
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 pipe
320
-
-
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 pipe
960
-
-
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 pipe
480
-
-
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 pipe
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 pipe
2250
-
-
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
3650
-
-
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 pipe
2800
-
-
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 pipe
1950
-
-
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.
2700
-
-
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
80
-
-
Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:100 mm diameter pipe
4
-
-
Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia
0.6
-
-
Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia
0.6
-
-
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
10
-
-
Providing and fixing G.I. pipes complete with G.I fittings
including trenching and refilling etc. External work20 mm dia nominal bore
400
-
-
Providing and fixing G.I. pipes complete with G.I fittings
including trenching and refilling etc. External work25 mm dia nominal bore
650
-
-
Providing and fixing G.I. pipes complete with G.I fittings
including trenching and refilling etc. External work32 mm dia nominal bore
560
-
-
Providing and fixing G.I. pipes complete with G.I fittings
including trenching and refilling etc. External work50 mm dia nominal bore
700
-
-
Providing and fixing G.I. pipes complete with G.I fittings
including trenching and refilling etc. External work40 mm dia nominal bore
380
-
-
Providing and fixing G.I. pipes complete with G.I fittings
including trenching and refilling etc. External work65 mm dia nominal bore
480
-
-
Providing and fixing G.I. pipes complete with G.I fittings
including trenching and refilling etc. External work80 mm dia nominal bore
120
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80mm nominal bore
2
-
-
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) :25 mm nominal bore
12
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore
10
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore
12
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
10
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
8
-
-
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
2
-
-
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
2
-
-
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
2850
-
-
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)
60
-
-
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.
135
-
-
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.
60
-
-
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 directions of the department officers.
135
-
-
surveying with Electronic Total Station with single prism in
normal terrain and normal traffic
19.93
-
-
Testing water sample from the source of scheme at any
Government laboratory and submitting the report - both physical and bacteriological parameters
2
-
-
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
19.93
-
-
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 105 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
-
-
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 4.33 lps discharge against total head 165 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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