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 Date24 Jul 2024
Closing Date14 Oct 2024
Tender Amount₹ 33,74,044
Costs
EMD
₹ 50,000Document Cost
₹ 2,500Tender Fee
Refer Documents
Summary
Jal Jeevan Mission - Package 6b Chaliyargp In Malappuram District
Description
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Contact
Tender Id
2024_KRWSA_682047_1Tender No
RE8/43/JJM/KRWSA/MPM/CH6B/2024Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
Granite rock blasting in wells, measured in solids, including collecting and stacking spoil for measurement within the initial lead of 50m and lift up to 6.0m (4.5m to 6.0m) but excluding bailing out water and including providing protection by earth filled cement bags (300 Nos. of earth filled cement bags / 10 m3 blasting) to avoid damages to the nearby structures)
4.52
-
-
Bailing out water with engine and pumpset above 5 HP upto 10 HP including conveyance to the site,
errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores
pay of staff etc. complete.
417.76
-
-
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)
5.05
-
-
Centering and shuttering including strutting, etc. and removal of form for:wall any thickness includin atached pilasters, butteresses,plinth and string course etc
48.23
-
-
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
600
-
-
Supplying, seiving, stacking and spreading 40mm broken stone in the gallery trenches as per standard norms including cost of all materials.
1.57
-
-
Supplying, seiving, stacking and spreading 20mm to 12.5mm broken stone in the gallery trenches as per
standard norms including cost of all materials.
1.57
-
-
Supplying, seiving, stacking and spreading 10mm to 6mm broken stone in the gallery trenches as per standard norms including cost of all materials.
0.94
-
-
Supplying, seiving, stacking and spreading Coarse sand (zone III) in the gallery trenches as per standard norms including cost of all materials.
0.94
-
-
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
8.64
-
-
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.
14.4
-
-
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.
12.8
-
-
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)
3.84
-
-
12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
24
-
-
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.Note: 10 nos of 1000L capacity tank/2 nos of 5000L capacity tank/4 nos 2500L capacity tank
10000
-
-
Additional conveying charge of polyethylene water storagebrtank :ISI 12701 marked, with cover and suitable locking arrangement from vehicle raeching area to the work site by head load but without fittings and the base support for tank.
10000
-
-
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
132
-
-
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
96
-
-
Lettering with black Japan pint of approved brand and manufacture
655
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.
900
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
600
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia
300
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm
700
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
800
-
-
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
585
-
-
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
474
-
-
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.
297
-
-
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).
54
-
-
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
-
-
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
-
-
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
-
-
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
-
-
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.
300
-
-
Providing and fixing G.I. Medium pipes complete with G.I fittings including trenching and refilling etc. External work 20 mm dia nominal bore
100
-
-
Providing and fixing G.I. medium pipes complete with G.I fittings including trenching and refilling etc. External work
25 mm dia nominal bore
150
-
-
Providing and fixing G.I.Medium pipes complete with G.I fittings including trenching and refilling etc. External work 32 mm dia nominal bore
160
-
-
Providing and fixing G.I. Medium pipes complete with G.I fittings including trenching and refilling etc. External work
50 mm dia nominal bore
2117
-
-
Providing and fixing G.I. Medium pipes complete with G.I fittings including trenching and refilling etc. External
work
40 mm dia nominal bore
80
-
-
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) :
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
3
-
-
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.
30
-
-
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.
30
-
-
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.
5.89
-
-
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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