Kerala Rural Water Supply And Sanitation Agency Tender
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Costs
EMD
₹ 10,127Document Cost
₹ 810Tender Fee
Refer Documents
Summary
Sustainability Support Project 2023-24-sradha 4 Centwss In Kongad Gp
Description
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Contact
Tender Id
2024_KRWSA_666140_1Bid Award Id
ViewTender No
R2/26/SUS/KRWSA/KGD/SRD1/23-24Tender Authority
Kerala Rural Water Supply And Sanitation Agency ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
Providing and laying in position cement concrete of specified grade excluding the cost of centering and
shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
0.22
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
1.89
-
-
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of
columns, etc for mass concrete
3
-
-
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
135.88
-
-
Lettering with black Japan pint of approved brand and manufacture
950
-
-
Filling with contractor own earth (excluding rock) in open areas 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 as per
direction of site Engineer-in-charge.
4.73
-
-
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
100
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-
12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
17.8
-
-
Supply and drawing FRLS PVC insulated and 650/ 1100 v grade 3 core copper conductor flat cable for
submersible pump motor conforming to is 694 part 1 1990 as part 1 including giving necessary
connection of the following size
50
-
-
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
1.8
-
-
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
51.64
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 25mm.
25
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 20mm.
75
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 32mm Dia.
25
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 40mm Dia.
25
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 50mm Dia.
100
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 63mm Dia.
100
-
-
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
88.13
-
-
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.
75
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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.
25
-
-
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.
25
-
-
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.
25
-
-
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.
100
-
-
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.
100
-
-
Providing and fixing Medium class G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall40 mm dia nominal bore (medium)
12
-
-
Providing and fixing Medium class G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Internal work- Exposed on wall 50 mm dia nominal bore (medium)
18
-
-
Providing and fixing Medium class G.I. pipes complete with G.I fittings including trenching and refilling etc. External work20 mm dia nominal bore (medium)
18
-
-
Providing and fixing Medium class G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 25 mm dia nominal bore (medium)
12
-
-
Providing and fixing Medium class G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 32 mm dia nominal bore (medium)
12
-
-
Providing and fixing Medium class G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 40 mm dia nominal bore (medium)
12
-
-
Providing and fixing Medium class G.I. pipes complete with G.I fittings including trenching and refilling etc. External work 50 mm dia nominal bore (medium)
12
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm
nominal bore
2
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm
nominal bore
1
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm
nominal bore
2
-
-
Providing and fixing gun metal non-return valve of approved quality (screwed end):40 mm nominal
boreVertical
1
-
-
Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal
bore Horizontal
1
-
-
Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal
boreVertical
1
-
-
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.
3000
-
-
Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4
coarse sand) for stop cock, with C.I. surface box 100x100x75 mm (inside) with hinged cover fixed in
cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal
size), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone
aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)
12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S (non modular) bricks of class designation 7.5
1
-
-
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.
10
-
-
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)
0.2
-
-
Restore 20mm (1/2 inch) PVC tap from existing PVC / HDPE mains up to 110 mm dia., up to a length of using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. , Ball Valve, uPVC, 12.5kg/cm2, Elbow, MTA, FTA, couplers, etc. and connecting with the mains, testing the joints etc. complete 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, ,and concrete platform of 60X60X7.5 including cost of material, consumable, hire charges for tools and labour charge etc. but excluding charges for cutting the concrete / tarred / bituminous roads etc., and as per the direction of the departmental officers.
1
-
-
Providing 15mm PVC Tap in the water meter assembly for 15mm connection, up to a length of 2 m using 20mm Indian Standard Class 5 uPVC pipes and specials,stand post with 63 mm 6kg/cm2 pvc pipe height of 1m with PVC end cap,including trenching and refilling in all kinds of soil up to a depth of 0.75m for tracing service lin and trench of average cross section 0.3m x 0.75m for laying connection pipe and
concrete platform of size 60*60*7.5 including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.
2
-
-
Testing water sample from the source of scheme at any Government laboratory and submitting the report - both physical and bacteriological parameters
2
-
-
Open well submerssible Three phase electric driven motor pumpset working at 360-415 voltage (IS-1422)with bronze/SS impeller and stainless steel shaft having minimum of 1.73 lps discharge against 52 m head 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. 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 strictilly as per direction of site in charge of the work.
1
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