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Costs
EMD
₹ 5,00,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Summary
Kiifb- Wss To Thrissur Corporation And Adjoining Panchayaths - Phase I -
Description
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Contact
Tender Id
2025_KWA_748557_1Bid Award Id
ViewTender No
61/SE/PHC/ TSR/2024-25Tender Authority
Kerala Water Authority ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
General conditions of E Tendering Process
BOQ Items
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18.69.1:Providing and laying D.I Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 :Upto 600 mm dia
26.01
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Construction of 12m diameter Intake Well Cum Pump House - Part I - Working Charges
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100.98.1008:Engaging Coolie.
8
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OD166258/2023-2024:Constructing ring bund of top width 2.00 m, bottom width 4.00 m and height 5.00 m by using<br>earth filled cement bag on both faces and filling clay for puddle and for dismantling after completing work etc.<br>complete
90
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50.2.26.1: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.
132.3
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OD166259/2023-2024:Providing cutting edge to well curb of 12m dia well with 150x150x10mm MS angle,welding16mm dia MS rods to angle @30cm c/c 16 mm dia brace at 1m and bending to suit the curb etc.complete.
12.47
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5.33.1: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
419.56
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5.33.2: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
73.14
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5.34.1: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).
543.08
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5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
1350.75
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
229.91
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5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
166.54
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5.22.6: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
59742.63
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OD166260/2023-2024: Sinking well above 9.0m and upto 12.0 m i inside and depth up to 3.00m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steining using necessary appliances including hire and labour for the same, including dumping the spoil beyond beyond initial lead of 50m etc.complete
3
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OD166261/2023-2024:Sinking well up to 12m dia and depth up to 3.00 - 4.5m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steining using necessary appliances including hire and labour for the same, including dumping the spoil beyond initial lead of 50m etc.complete.
1.5
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OD166262/2023-2024:Sinking well up to 12m dia and depth up to 4.5-6.0m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steining using necessary appliances including hire and labour for the same, including dumping the spoil beyond initial lead of 50m etc.complete
1.5
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OD166263/2023-2024:Sinking well up to 12m dia and depth up to 6.0-7.5m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steining using necessary appliances including hire and labour for the same, including dumping the spoil beyond initial lead of 50m etc.complete.
1.5
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OD166264/2023-2024:Sinking well up to 12 m dia and depth up to 7.5-9.0 m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steining using necessary appliances including hire and labour for the same, including dumping the spoil beyond initial lead of 50 m etc. complete.
1.5
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OD166265/2023-2024:Sinking well up to 12m dia and depth up to 9.0-10.50 m below spring level in hard soil to line and levels and plumb by scooping out earth from inside and below steinning using necessary appliances including hire and labour for the same, including dumping the spoil beyond initial lead of 50m etc. complete
0.9
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100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
20000
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100.7.2:Bailing out water with engine and pump set above 5HP up to 10HP including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
30000
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7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
12
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10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
200
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4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
20.52
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10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
225
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100.15.10:Conveying and laying Double Flanged (Screwed / Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K-9 conforming to IS: 8329, excluding cost of pipe and specials: 600mm diameter Ductile Iron Double Flanged pipes.
54
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18.30.12:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:600 mm diameter pipe
12
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100.31.1.12:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 600mm diameter, Class I.
3
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18.24:Laying in position S & S or flanged C.I. special such as tees, bends, collars, tapers and caps etc. ( excluding cost of specials).
19.71
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OD254829/2023-2024:Dry rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6: 12 using 20mm stone aggregate including cost of trough stone and bond stone.
6.75
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5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
20.61
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5.9.15:Centering and shuttering including strutting, etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
96
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Construction of 12m diameter Intake Well - PART C - Construction of Foot Bridge - Working Chrges
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2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
3.46
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2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock
3.46
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2.7.3: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.Hard rock (blasting prohibited)
1.73
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4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
0.58
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5.33.1: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
4.68
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5.33.2: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
21.14
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5.22.6: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
3097.92
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5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
44.88
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5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
53.28
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
65.49
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13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
163.62
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13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
163.62
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13.52.2: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 concrete work
163.62
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10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
100
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13.52.1: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
3.6
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Construction of 12m diameter intake well -PART D - Construction of pump house - Working Charge
-
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50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
36.43
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50.6.1.6:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete
23.83
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5.33.2: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
59.79
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5.22.6: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
7175.76
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
315.01
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5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
76.8
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-
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5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
152.88
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9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
275
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10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
10.5
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13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
1972.35
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13.85.3:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre
1972.35
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OD166267/2023-2024:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.<br>With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre
42.8
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13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
1972.35
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13.52.1: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
10.5
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13.63.1:Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work
42.8
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10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
1700
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-
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13.71:Lettering with black Japan pint of approved brand and manufacture
5000
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OD166268/2023-2024:Fire extinguisher system
1
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OD166269/2023-2024:Providing in Pump house LED Tube
3
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OD166270/2023-2024:Providing LED Bulb holder
5
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OD166271/2023-2024:Providing in pump hose, Normal plug point
2
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OD166272/2023-2024:Providing in pump house heavy duty plug point
1
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OD166273/2023-2024:Providing wall fan Pump house inside
3
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OD166274/2023-2024:pressed steel door double door with bottom
3
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OD166275/2023-2024:ventilator 600*450
6
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OD166276/2023-2024:Pressed steel window (1500*1350)
6
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Construction of Retaining and Compound Wall Intake Well Site. and Construction of Toilet at Intake well site
-
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2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
196
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7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
28.2
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4.1.8: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)
16.76
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5.1.2: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
2.18
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-
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5.33.2: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
309.68
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5.34.1: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).
309.68
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50.2.25.1:Filling with contractor's own earth ( 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 as per direction of site Engineer-in-charge
0.54
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-
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4.1.3: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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
0.18
-
-
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
8.4
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-
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
9.09
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-
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5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
366.08
-
-
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5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
1.27
-
-
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5.22.6: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
24948.4
-
-
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50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
15.34
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-
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13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
43.07
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13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
145.77
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13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
145.77
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13.39.1:Colour washing such as green, blue or buff to give an even shade:New work ( two or more coats) with a base coat of white washing with lime
145.77
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11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
14.18
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11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.
1.8
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9.119:Providing and fixing factory made P.V.C. door frame of size 50x47 mm with a wall thickness of 5 mm, made out of extruded 5 mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos. of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door fame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer-in Charge.
5.4
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9.120.1:Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and sized of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of whicj 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5mm thick, 95 mm wide PVC sheet out of which75 mm shall be tapered in 45 degree on th inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mmx2) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail. paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded /sealed to the styles & rails with 7 mm (5 mm + 2 mm ) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer -in-charge, manufacture's specification & drawing.30 mm thick plain PVC door shutters
1.58
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10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces
0.27
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OD166204/2023-2024:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.<br>With ready mixed red oxide zinc chromatic on steel / iron works having VOC content less than 250 grams/ litre
0.27
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13.63.1:Painting with aluminium paint of approved brand and manufacture to give an even shade.Two or more coats on new work
0.27
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10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
300
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13.50.3:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works
10.8
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13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
10.8
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4.6.1:Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand), including the cost of required centering, shuttering complete.1:1.5:3 ( 1 cement : 1.5 coarse sand (Zone III): 3 graded stone aggregate 20 mm nominal size)
0.81
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OD166205/2023-2024:Providing and fixing 63 mm dia PVC pipes for weep holes
100
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13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
257.03
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OD166207/2023-2024:Providing lightening protection system to Intake well structure as per ISI standards.
1
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Supply, Erection,Testing & Commissioning of Raw Water Vertical Turbine Motor Pumpset (314 lps and 80 m head, Suction & Delivery of Size 350mm)
-
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OD166315/2023-2024:Design, Supply, erection, testing and commissioning of (KWA/Department approved) V T pump set- 6 Nos having Discharge 314 LPS and head 88m and having overall efficiency of 70% and all allied works .Work include PUMP-Supply, erection and commissioning of KWA pre-qualified reputed make Centrifugal type vertical turbine pump sets with Bronze/SS impellers, shaft and CI pump casing etc . The pump set shall be suitable to couple with vertical hollow shaft motor. The duty condition of pump set are discharge 314 LPS, Total head 88m delivery size so as to suit the existing pumping main.. MOTOR:-Supply erection testing and commissioning of KWA pre-qualified reputed make F.L.speed of motor 1450 rpm, supply of screen protected drip proof squirrel cage vertical hollow shaft induction motor suitable for operation on 3.3 Kilo volts 3 phase 50Hz.AC supply for the above pump set. The motor should confirm to IS 325..Supply of the motor shall confirm to EEFI/IS 325 including providing suitable concrete foundation including cost of cement ,sand and metal etc .complete .Flexible coupling shall be used for coupling of pumps and motors. Motor shall be provided with all sensors for operating motor protection relay as per IS standards. STARTER:-Supply ,erection testing and commissioning of suitable rating 3.3 KV ,3Phase 530 HP heavy duty FCMA Soft starter with all protections and incorporated with motor protection relay ,digital type multifunction meters , indicators and shall be provided with a bypass contactor of suitable rating ,earthing ,busbar interconnections, control wiring complete as per standards and supplying of suitable size cables with all terminations required of best quality ISI make for panel board from insulator to starter, starter to motor ,capacitors etc, including necessary cabling through suitable PVC conduit and cable trays ,termination cables ,gland etc .confirming to Safety regulations. 3.3KV Isolators: - -Supply, erection testing and commissioning of 3.3KV TP Vacuum isolators for the 6 Nos 3.3.KV motor Soft starter consisting of suitable capacity 3.3KV TPN isolators in sheet steel enclosure with mechanical interlocks facility and voltmeter selector switch, ammeter with selector switch, fitted with 3nos .of indicator lamps with all bus bar inter links, fittings etc as per IE rules. Interlocks shall be arranged in such a way that only 4 nos of pumps can be operated at a time. The isolators can also be integrated with the Soft Starter Panel. The panel shall be fitted on a common base frame on suitable foundation. CABLING WORK: -Supply, laying, testing and commissioning of suitable size 3.3KV XLPE cables for the above pump set from 3.3 KV isolator to Soft starter panel and then to the motor considering energy conservation. EARTHING:- Supply of all materials and providing suitable earthing by using suitable size pipe/plate earthing GI/Copper strip buried in ground and giving double earthing to motor, starter ,panel board etc.as per IE standards with suitable cable and connecting the same to the earth pit provided as per IS 3043/87 and IE rules and code of practice etc. complete.. CAPACITOR:-Supply erection testing and commissioning of heavy duty 3.3KV APP capacitor for the motor to get a power factor above 0.95 the capacitor shall confirm to IS 2834 VALVES:-Supply of suitable size best quality heavy duty ISI marked CI double flanged sluice valve and non-return valve with suitable pressure rating .Fitting of valves shall include proper RCC support especially for non return valves .in case of positive suction pump set sluice valve should be in suction as well as delivery sides for easy repair works. SUCTION AND DELIVERY PIPE CONNECTION:-Supply and fitting of suitable size best quality GI/MS pipe of thickness not less than 8mm for a total length of 10m .suitable for the above pump set and suitable size foot valve and connecting the suction pipe and valve with suitable flanges ,nut and bolts IR sheet etc. complete and connecting the delivery side of the pump with the valves and suitable specials to connect with the pumping main. If the dia of suction pipe suitable as per site condition & specials shall be provided. Fabricating and connecting delivery pipe of required size with Y-connection and necessary joints made out of suitable size MS pipe in suitable length with required flanged joints and seating on supports as per site condition. Warranty 2 Year (1 year warranty+ 1 Year additional warranty)
6
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OD166316/2023-2024:For additional warranty of 2 year @ 5%
6
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Construction of 1500 KVA 2nos (Indoor) Transformer Room at Intake well Site
-
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2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
18.14
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2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock
18.14
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2.7.3: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.Hard rock (blasting prohibited)
9.07
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4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
3.02
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5.33.1: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
28.93
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5.33.2: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
96.52
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5.34.1: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).
125.45
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50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.
21.56
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21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):
For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
38.78
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21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
38.78
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21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness
38.78
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100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
60
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
66.36
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5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
185.23
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5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
489
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
438.45
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OD166219/2023-2024:bailing out from trenches by engaging man mazdoor using buckets including hire charges
10
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5.22.6: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
15054
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13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
1158.1
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13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
1158.1
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10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
400
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13.48.3: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
70.4
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10.25.1:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
100
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OD166220/2023-2024:Providing and fixing precoated Plastic Roofing sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge). <br>These sheets are the least preferred option for roofing applications in most places in the country. As they are less durable than other types of roofing sheets, they are mainly used as covering temporary structures. The better the quality of the plastic, the higher will be the price of the roofing sheet. This elevates the overall cost of installation of plastic sheets.
27.2
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Supply, erection and commissioning of 1500 KVA(2 nos), 11KV/3.3KV (1no) Indoor type Transformer and Connected works for Intake Well site at Thirukuzhy
-
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OD201337/2023-2024:11KV DOUBLE POLE STRUCTURE : Supply ,assembling and erection of all materials and providing 11KV double pole structure using 2Nos. 175x85mm ISMB/ISMC GI coated joist of 9.5m height, 100x50mm, GI channel cross arms, 3 sets of 400A, 11KV gang operated 3 insulator type AB switches with operating handles of required length, 1 sets of 9.6 KV, 9 KA Lightning arrestors, pin insulators, Disc insulators and inter connections of the above items using 8mm dia copper wire with proper copper sockets and including all associated civil works like foundation works for erecting the joist poles, muffing the poles and painting of parts with 2 coats of epoxy primer and epoxy paint of recommended shade wherever necessary and providing 4 Nos pipe earthing using 40mm GI pipe as per IS standard and interconnecting the pits and equipments using 6swg copper conductor etc. complete as per standard construction practices approved by Kerala Electrical Inspectorate and relevant standards
1
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OD166289/2023-2024:Supply, erection, testing and commissioning of 4 panel 11KV, 630A, 350MVA, 26.3KA,3sec totally enclosed, single bus bar, floor mounting in metal clad, indoor type extensible type flush mounted horizontal isolation and draw out type vacuum circuit breaker panel fitted with manual/motor operated spring charge mechanism with 230V AC motor and motor control switch, shunt trip coil of 24 volt DC auxiliary contact 6NO+6NC, Mechanical ON/OFF indicator, Mechanical operation counter, Anti pumping feature, Automatic safety shutters and push button ,common earth bus and busbar interlinking etc,complete. It shall be a Four panel system (1 no. 11KV VCB as incomer and 2 Nos. 11KV VCBs (to the 11/3.3.KV transformers) and one no LBS (to 63KVA transformer) as outgoings suitable for installation in 3 phase , 3wire, 50Hz. AC,11kv, effectively earthed supply system, comprising of motorised and spring assisted, all digital protective relays as per standards, metering equipments, LED panel lamps , panel heaters etc complete as approved by Kerala Electrical Inspectorate and relevant standards etc and shall be provided with a metering panel with sealing facility for KSEBL metering consisting of one No draw out type resin cast PT ,11KV/110V ,150VA Class 0.2S and 3Nos ** /5A (ratio as per the contract demand), Class 0.2S ,15VA current transformer for KSEB metering and provision for fixing TOD Meter with sealing arrangement and with controlling fuses for both side as per KSEBL standards,. Armoured multi core 2.5 Sqmm copper control cables shall be used for all external & internal inter connections.. The cost of control cables both internal and external shall be included in the cost of HT panel, 11KV Switchgear (Indoor)
1
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OD166288/2023-2024::TOD Meter<br>Supply,erection, testing and commissioning of TOD meter with <br>maximum demand in KVA suitable for the above out door metering set <br>housed in a weather proof out door Kiosk.The rate shall include the <br>cost of testing the equipment at KSEB and all other incidental <br>expences.
1
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OD201362/2023-2024:HT Power Cables - Supply & laying 11KV stranded compact circular aluminium conductor, conductors screened with extruded semi conducting compound XLPE insulated, insulation screened with extruded semi conducting compound in combination with copper tape (0.3 kA for 1 sec.), cores laid up, inner sheath of PVC tape, galvanized steel flat strip armoured, and overall PVC sheathed cable of the following sizes in the existing cable trench conforming to IS: 7098 part II 1985 with latest amendments. 3C x 300 Sqm
30
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OD201359/2023-2024:HT Cable Terminations - Supplying and making outdoor cable end termination with heat shrinkable jointing kit, including lugs and other jointing materials, for following sizes, XLPE aluminium conductor cable of 11 KV grade as required. 3C x 300 Sqmm
1
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OD201360/2023-2024:HT Cable Terminations - Supplying and making indoor cable end termination with heat shrinkable jointing kit, including lugs and other jointing materials, for following sizes, XLPE aluminium conductor cable of 11 KV grade as required. 3C x 300 Sqmm
1
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OD201382/2023-2024:HT Power Cables - Supply & laying 11KV stranded compact circular aluminium conductor, conductors screened with extruded semi conducting compound XLPE insulated, insulation screened with extruded semi conducting compound in combination with copper tape (0.3 kA for 1 sec.), cores laid up, inner sheath of PVC tape, galvanized steel flat strip armoured, and overall PVC sheathed cable of the following sizes in the existing cable trench conforming to IS: 7098 part II 1985 with latest amendments. 3C x 150 Sqm
15
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OD201381/2023-2024:HT Cable Terminations - Supplying and making indoor cable end termination with heat shrinkable jointing kit, including lugs and other jointing materials, for following sizes, XLPE aluminium conductor cable of 11 KV grade as required. 3C x 150 Sqmm
4
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OD201364/2023-2024:Neutral Grounding Resistor, Design,engineering, supply erection,testing and commissioning of indoor type 3.3KV stainless steel make neutral grounding resistor in sheet steel enclosure with IP 23 degree protection with siutable neutral CT for REF protection. The cubicle shall be fabricated out of 3mm sheet steel and painted with anti –rust primer coating followed by two coats of paint of approved shade, as per standards. The resistance shall be of Kerala Electrical Inspectorate and relevant standards. Armoured 2.5 Sqmm copper control cable shall be used for all external interconnections. The cost of control cables both internal and external shall be included in the cost of NGR
2
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OD201361/2023-2024:HT Power Cables - Supply & laying 3.3KV stranded compact circular aluminium conductor, conductors screened with extruded semi conducting compound XLPE insulated, insulation screened with extruded semi conducting compound in combination with copper tape (0.3 kA for 1 sec.), cores laid up, inner sheath of PVC tape, galvanized steel flat strip armoured, and overall PVC sheathed cable of the following sizes in the existing cable trench conforming to IS: 7098 part II 1985 with latest amendments. 3C x 240 Sqmm
400
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OD201739/2023-2024:Supply of all materials and providing end termination of the following size/suitable size PVC/XLPE insulated, sheathed armoured Aluminium conductor cable for giving power connections to HT Breaker, Transformers, Panel boards etc. complete as per standards.3.5 core 240 Sq.mm.3.3kv,XLPE AL Cable(Indoor)
16
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OD166290/2023-2024:3.3KV VCB Multi Panel (11Panel) (Indoor).<br>Supply, erection, testing and commissioning of 3.3KV, 400A, 75MVA,totally enclosed, single bus bar, floor mounting in metal clad, indoor extensible type bottom cable entry ,flush mounted horizontal isolation and draw out type 11 panel system comprising of 2nos 3.3KV Vacuum Circuit breakers as incomer,1no VCB as bus coupler and 8 nos VCBs as outgoings (6Nos for Motors and 2 Nos for APFC panels) 4Nos outgoing VCBs shall be connected to the Busbar connected with each incomer and the bus coupler VCB shall be connected in between the two busbars and both the incomers and bus coupler shall be provided with mechanical interlocks so that only two of them can be operated at a time. The incomer switchgears, & outgoing switchgears should be of draw out type trip free VCBs suitable for installation in 3 phase, 3wire, 50Hz. AC, 3.3KV, effectively earthed supply system, comprising of motorised and spring assisted, independent, trip free closing mechanism and all digital multifunction metering equipments, protective relays, etc. complete as approved by Kerala Electrical Inspectorate and relevant standards. Armoured multi core 2.5 Sqmm copper control cables shall be used for all external & internal interconnections. In addition to the overload, Earth fault and short circuit protection releases applicable to all the Switchgears , both the incomer VCBs shall be provided with REF relay with primary trip and standby earth fault relay as per standards . , Suitable UV and shunt releases for probable integration to control wiring including PLC unit and its auxiliary systems for remote monitoring and operation and provision for future up gradation to SCADA, suitable for installation in 3 phase , 3wire, 50Hz. AC, 3.3kv, effectively earthed supply system, comprising of motorized and spring assisted, independent, trip free closing mechanism and all metering equipment, MC 61A high set numerical protective relays, . resin cast, 3.3 KV /110/230V PT with control fuse for each incomers 0.2 class dual core CTs, LED panel indicates digital multi-function meters, with minimum features to read V, A, Hz, PF, THD % in all the outgoing feeders and incomers including suitable CT/PT and protection arrangements, panel, heaters with timer/RTD based automatic operation, suitable SMF battery and battery charger arrangements etc.. Complete as approved by Kerala Electrical Inspectorate and relevant standards. Armoured multi core 2.5 Sqmm copper control cables shall be used for all external & internal interconnections. The cost of control cables both internal and external shall be included in the cost of 3.3KV panel, 3.3KV Switch gear.
1
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OD166292/2023-2024:11KV/3.3KV, 1500 KVA Indoor Transformer with OLTC: Supply, erection, testing and commissioning of Indoor type Resin cast 1500 KVA , 11KV/3.3KV, Dyn11, 3phase, 50Hz. ANAN cooled , copper wound distribution transformers, with HV and LV side cable end box arrangements, on load tap changer with 17 tap positions having +5% to -15% variations in1.25% steps with RTCC panel ,AVR etc. complete with all fittings as per IS 2026 and Kerala Electrical Inspectorate standards. Armoured multi core 2.5 Sq mm copper control cables shall be used for all external & internal interconnections . The cost of control cables both >internal and external shall be included in the cost of Transformer. (Supply for INTRANS)
2
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OD201788/2023-2024:Supply, erection, testing and commissioning of , 63 KVA, 11KV/440V. 3phase, 50Hz,Dyn 11,. Resin cast , Indoor type copper wound distribution transformers, with HV and LV side cable end box arrangements complete with all fittings as per IS 1180 L2 and Kerala Electrical Inspectorate norms and conforming to IS1180 ( Part 1 ). Armoured multi core 2.5 Sqmm copper control cables shall be used for all external &amp; internal interconnections . The cost of control cables both internal and external shall be included in the cost of Transformer.
1
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OD166293/2023-2024::APFC Panel<br>Supply, Installation, Testing and commissioning of 3.3KV, 150 KVAr <br>automatic/manual Power Factor Correction Panel shall be fabricated out <br>of 2mm CRCA Sheets Modular, compartmentalized, Free Standing, Floor <br>Mounting, Front hinged doors for indoor use, removable bottom/top <br>gland plates for incoming cables, dust and vrmin proof (IP: 42 <br>protection) with TP Aluminium Busbars, complete with busbar <br>connection, internal wiring, name plates, painting etc. as per KEI <br>standards
2
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OD201808/2023-2024:MV Panel Board for 63KVA Transformer- Design,engineering, supply erection,testing and commissioning of medium<br>voltage sheet steel clad, totally enclosed, dust tight & vermin proof, indoor floor mounted cubicle type switchboard<br>fabricated out of 14swg mild steel sheet, and bus duct of high conductivity aluminium bus bars, pvc sleeved, air<br>insulated and of adequate size as mentioned below, for operation on 3 phase, 4wire, 415volts, 50Hz. AC supply system. The MCCBs, all meters and relays etc. should be reputed make and conforming IS specifications and are assembled, interconnected, earthed and the switch board should be painted with anti –rust primer coating followed by two coats of paint of approved shade, as per standard construction practices approved by Kerala Electrical Inspectorate and relevant standards Main Switch board (MSB) 400A TPN bus bars Earthing conductor: 25x6mm , copper.160A 35kA, 4 pole MCCB with 3 O/C & 1 E/F release set at 100A 63 A TP MCCB, 3Nos & 32 A TP MCCB, 3 Nos. as outgoings Metering compartments comprising of voltmeters, ammeters, selector switches, protection relays, energy meter, indicating lamps etc
1
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OD166296/2023-2024::Power Distribution board (PDB)<br>Supply,erection, testing and commissioning of 8 way MCB distribution <br>board comprising to the following. <br>63A 4 pole MCB 1 No. as incomer with 63A 100mA ELCB and <br>20A TP MCB-2Nos. & 20A SP MCB- 6 Nos each. as outgoings, <br>With tinned copper busbars/cables, interconnection, housed in a suitable <br>metal enclosure as per KEI standards fixed in open system. (Harvels)
1
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OD235848/2023-2024:Lighting Distribution board (LDB), Supply,erection, testing and commissioning of MCB distribution board comprising to the following. 40A TPN 4 pole MCB 1 No. as incomer with 40A 30mA ELCB, 18 nos 6 AMPS SP MCB as outgoings, <br> With tinned copper busbars/cables, interconnection, housed in a suitable metal enclosure as per KEI standards fixed in open system
1
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OD194015/2023-2024:Cabling<br>Supply, laying, testing and commissioning of the 3.5 core 50Sq.mm. AYFY Cable (1100 <br>volts&3.3/11kv grade) clamped on wall/ceiling with clamps and saddle clips <br>partly laid in cable tray/partly laid in trench.
60
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OD194014/2023-2024:Cabling<br>Supply, laying, testing and commissioning of the 4 core 16 Sq.mm.PVC AL. Cable. (1100 <br>volts&3.3/11kv grade) clamped on wall/ceiling with clamps and saddle clips <br>partly laid in cable tray/partly laid in trench.
50
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OD194013/2023-2024:Cabling<br>Supply, laying, testing and commissioning of the 4 core 10 Sq.mm.PVC AL. Cable (1100 <br>volts&3.3/11kv grade) clamped on wall/ceiling with clamps and saddle clips <br>partly laid in cable tray/partly laid in trench.
50
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OD193990/2023-2024:Supply of all materials and providing end termination of the 3.5 core 50Sq.mm. AYFY Cable ( <br>1100 volts & 3.3/11kv grade ) for giving power connections to HT Breaker, <br>Transformers, Panel boards etc. complete as per standards.
4
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OD193989/2023-2024:Supply of all materials and providing end termination of the 4 core 16 Sq.mm.PVC AL. Cable ( <br>1100 volts & 3.3/11kv grade ) for giving power connections to HT Breaker, <br>Transformers, Panel boards etc. complete as per standards.
4
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OD193988/2023-2024:Supply of all materials and providing end termination of the 4 core 10 Sq.mm.PVC AL. Cable ( <br>1100 volts & 3.3/11kv grade ) for giving power connections to HT Breaker, <br>Transformers, Panel boards etc. complete as per standards.
4
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OD201736/2023-2024:Supply & laying the following sizes of Earth Strip for earthing interconnection, termination and leads, for continous earthing along with cables tinned at terminals etc. complete. 25 x 6 mm Copper Strip
30
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OD201737/2023-2024:Supply, laying and termination of the following sizes of copper strip/wires for earthing of substation, transformers, HTpanel boards,LT panel boards, equipments and inter connection of earth pits 10SWG Copper
30
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OD201738/2023-2024:Supply, laying and termination of the following sizes of copper strip/wires for earthing of substation, transformers, HTpanel boards,LT panel boards, equipments and inter connection of earth pits etc. 25x3mm copper strips.
30
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OD193948/2023-2024:Supply, laying and termination of the 25x5mm GI strips for earthing of substation, transformers, HTpanel boards,LT<br>panel boards, equipments and inter connection of earth pits etc
50
-
-
... More
OD193947/2023-2024:Supply, laying and termination of the 32x6mm GI strips for earthing of substation, transformers, HTpanel boards,LT<br>panel boards, equipments and inter connection of earth pits etc
60
-
-
... More
OD166302/2023-2024::MS Items.<br>Supply and fixing of 6mm thick chequered plate with required M.S. <br>angle/plate supports over the masonry cable trench at substation and <br>electrical control room. Angle and plate should be painted one coat of <br>primer and two coats of enamel paint as required.
1
-
-
... More
OD201818/2023-2024:Supply and fixing of MS angle/supports for cable trays for clamping of cables in trenches/ through walls and trusses etc. Angles and plates should be painted one coat of primer and two coat of enamel paint as required as per KEI standards.
1
-
-
... More
OD166304/2023-2024::Battery& Battery Charger<br>Supplying, fixing, testing and commissioning of Lead acid cell battery 24V, <br>200AH capacity at 10hrs rate of discharge assembled with plante positive <br>and pasted negative plates with inter cell, inter raw, interior connectiors etc. <br>stand and cell insulators, sealed floats, nuts, bolt, washersetc with <br>electrolyte of specific gravity 1.190 and accessories such as voltmeter, <br>Thermometer, Hydrometer, spaners etc with teak wood stand with 3 coats <br>of antiacid paint to accomodate battery.
1
-
-
... More
OD166305/2023-2024:Supplying, fixing, testing and commissioning of automatic twin battery<br>charger with distribution board with all instruments and protective<br>devices etc. complete as per standards
1
-
-
... More
OD201363/2023-2024:Supply and providing plate earthing as per IS 3043 with 1200x1200x12 mm GI/CI earth plate, 50 mm GI watering pipe fixed to the earth plate with 25 x 3mm GI clamps, GI funnel with weld mesh, filling required quantity of charcoal including construction of inspection chamber with a bed concrete of 1:4:8 PCC using 40 mm broken stone (10 cm thick), brick work in cement mortar 1:6, plastering the surface of brick masonry and the exposed surface of PCC bed with cement mortar 1:4, 12 mm thick, (the finished inside dimension shall be 450 x 450 x 450 mm) but excluding test joint, earth continuity conductor to the plate, and covering at the top.
8
-
-
... More
OD166306/2023-2024:Safety Items<br>Supply and providing the following safety items approved by Kerala <br>Electrical Inspectorate and relevant standards
1
-
-
... More
OD166307/2023-2024:Amount for preparation of drawing and fees towards Electrical<br>Inspectorate,obtaining necessary approval from Electrical Inspectorate<br>etc and for misc items
1
-
-
... More
OD166308/2023-2024:Amount payable to KSEBL-Power allocation charges,ECSC charges for new service connection,CD etc to be paid to KSEB .
1
-
-
... More
Supply errection testing commissioning of 5 Tonne capacity crane
-
-
-
... More
OD166282/2023-2024:Design manufacture and supply of HOT overhead travers trolly crane 5 tonne capacity chainpully block and geared rolley having wall to wall horizontal movement etc for smooth functioning of the crane as per IS Specificationincluding all fittings and all incidental charges including painting the exposed surface with following specifications Typa and construction of crane Single gurder HOT (Design code IS 3832) Hook IS 8610 Load chain IS 6216(Alloy steel Grade 80) Hand chain IS 2420 MS Grade 30 brake type self actuating screw friction and disc type
1
-
-
... More
OD166283/2023-2024::Errection Lubrication testing and commissioning of HOT over head crane over the existing RS Joist provided by KWA fixed on corbell of RCC Pillers and also fixing the end of LT girder to the sides suitably and also providing with suitable end steppers including provision for box type carriage fabricated from rolled steel section and fixurs and drives like gears wheels axies rubber buffers bearing etc .The work also consist of all tools and equipments ,labour supervision ,load esting all safty devices and commissioning the crane after completion of work in all respect.
1
-
-
... More
10.25.1:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
680
-
-
... More
Supplying, Laying,Testing and commissioning Raw water pumping main from Intake Well to WTP - 1320mm dia MS pipe(ID)- 2000m Length (15 mm thick). Part I - Cost of materials
-
-
-
... More
OD166309/2023-2024:Fabricating MS Pipe 1320 mm ID with 15mm Thick MS Plate including cost of materials ,labour charge, consumables, finishing etc complete.
2000
-
-
... More
OD166310/2023-2024:Fabricating M.S. flanges of diameter 1320mm using 40mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 15mm thick M.S. plates.
37
-
-
... More
OD166311/2023-2024:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 1300mm.
1
-
-
... More
OD166312/2023-2024:Supplying 1300 mm CI D/f Butterfly valve with SCADA operated & electronic actuator.<br>
1
-
-
... More
100.37.15.1:In situ fabrication of M.S. pipes of size 700mm (I.D.) using 8mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete.
20
-
-
... More
100.37.15.2:Fabricating M.S. flanges of diameter 700mm using 16mm thick M.S. plate including cost and conveyance charges of M.S. plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under-coat of primer etc., complete: For pipes fabricated with 8mm thick M.S. plates.
8
-
-
... More
OD265637/2023-2024:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 700mm.
2
-
-
... More
OD265529/2023-2024:700 mm CI D/F Butterfly valve with spur gear arrangement (These Valves must be compactable with automation - Modulating type valves)
2
-
-
... More
OD265528/2023-2024:Supplying an Electro magnetic flow meter confirming to protection level IP-68 for flow sensor and IP-67for transmitter and having an accuracy level of 0.5% with LED/LCD unit suitable to measure the discharge of 700 mm MS pipe . The flow meter should having the housing ( flow senser) to be made of SS 304/Carbon steel with anti corrosive protection and inside lining to be made up of Hard Rubber/ Neoprene are confirming to drinking water standard. The flow meter should be coupled with HART for data acquisition and transfer with provision for wireless transfer through GSM. The manufactures should have the calibration standards as per ISO 17025 and the product shall have sufficient warrantee position. Flow meter should be tested and calibrated at FCRI, Palakkad and test certificate should be produced. Flow meter should be calibrated with physical measurement at site after installation. A battery back of min 24 hrs. should be provided. For 600mm Flow meter
2
-
-
... More
OD268413/2023-2024:Supplying 150 mm GI pipe
20
-
-
... More
100.98.124:Supply of DI K9 Pipe Conforming to IS 8329/2000, 600mm Dia.
36
-
-
... More
OD166313/2023-2024:600mm CI D/f Butterfly valve with spur gear arrangement(Electronic Actuator)<br>
6
-
-
... More
100.98.438:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 150mm.
6
-
-
... More
100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm.
2
-
-
... More
OD166314/2023-2024:Fabricating and supplying at site 1320 x 600 mm dia MS AF Scour Tee - using 15 mm thick MS plate for pipe and 15 mm thick MS plate for Flanges including all labour charges for fabrication such as cutting, bending, welding, grinding and painting and cost for MS plate.
2
-
-
... More
OD268093/2023-2024:Supply of CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 350mm. for 200mm NRV=20255 for 300mm NRV =39159 from these propotion we got 48611 for 350mm DIA
6
-
-
... More
100.98.464:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 350mm.
6
-
-
... More
Part 2 - Working charges- RWPM 1320mm (ID) MS Pipe
-
-
-
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100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
1310.69
-
-
... More
100.2.7:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited.
1392.61
-
-
... More
100.1.13:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited.
5488.51
-
-
... More
100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
691.69
-
-
... More
100.2.8:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Medium Rock where Blasting is Prohibited.
734.92
-
-
... More
100.1.14:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in Hard Rock where Blasting is Prohibited.
2896.45
-
-
... More
100.59.1: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, traffic 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.
2036
-
-
... More
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
1000
-
-
... More
100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.
200
-
-
... More
15.10.2:Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually / by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge:In cement mortar
2.25
-
-
... More
100.7.1:Bailing out water with 5HP engine and pump set including conveyance to the site, erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc., complete.
150
-
-
... More
OD166237/2023-2024:bailing out water using manpower
10
-
-
... More
100.98.1008:Engaging Coolie.
6
-
-
... More
100.98.1009:Engaging Fitter ( grade 1).
3
-
-
... More
OD166238/2023-2024:Conveying and fixing MS Pipe
2020
-
-
... More
OD166239/2023-2024:Cutting 1320 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 15mm thick MS plates.
85
-
-
... More
OD166240/2023-2024:Welding 1320 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 15mm thick MS plate
485
-
-
... More
OD166241/2023-2024:Grinding cut and weld edges of 1320 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 15mm thick MS plates.
485
-
-
... More
OD166242/2023-2024:Fitters for operating valves and Maintenance of leakages during excavation
10
-
-
... More
OD166243/2023-2024:Labour for cutting D.I. pipe with steel saw.<br>600 mm diameter D.I. pipe
5
-
-
... More
100.14.10:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 600mm diameter Ductile Iron Class K-9 Pipes.
20
-
-
... More
18.70.10: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:600 mm dia pipes
4
-
-
... More
OD166244/2023-2024:Testing 1320mm MS pipeline with potable water to the required test pressure
2000
-
-
... More
100.35.10:Testing 600mm DI/CI pipeline with potable water to the required test pressure. 600 mm dia Observed Data derived from item no.1029 of PHED DATA
20
-
-
... More
OD166245/2023-2024:Providing flanged joints to double flanged CI/DI pipes and specials, including testing of joints: 1320 mm Diameter Pipe
10
-
-
... More
100.32.6:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 150mm Double Acting Air Valve.
6
-
-
... More
100.31.1.12:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 600mm diameter, Class I.
2
-
-
... More
OD166246/2023-2024:Conveying and fixing C.I. D/f Butterfly valve (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :<br>1320 mm diameter. Class I"<br>
2
-
-
... More
OD268495/2023-2024:Conveying and fixing C.I. Butterfly valve (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 700mm diameter, Class I.
4
-
-
... More
OD166247/2023-2024:Fabricating and supplying at site 1320 mm dia MS Tail piece - 0.5 m long - using 15 mm thick MS plate for pipe and 20 mm thick MS plate for Flange including all labour charges for fabrication such as cutting, bending, welding, grinding and painting and cost for MS plate
8
-
-
... More
OD166248/2023-2024:Fabricating and supplying at site 1320 mm MS flanged bend (90,45,221/2,111/4 degree or nearest) - 0.60 m long - using 15 mm thick MS plate for pipe and 20 mm thick MS plate for Flanges including all labour charges for fabrication such as cutting, bending, welding, grinding and painting and cost for MS plate
31
-
-
... More
13.59:Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively.
8478
-
-
... More
OD166250/2023-2024:Provide internal lining of the pipe with cement mortar 1:2,25mm thick of 80% sand and 20% jelly of size 6mm and external linning with Cement Mortar 1:3 ,30mm thick after fixing the wire mesh of size 50x50x3mm on the pipe by spot welding, providing a gap of 10 mm between the mesh and the plate using spacers<br>including hire charges of machinery , transportation and erection charges of machinery, curing tank, workshop,<br>demolishing etc complete for 1320mm ID MS Pipes
2000
-
-
... More
100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore.
20
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
3.84
-
-
... More
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
25.5
-
-
... More
OD166251/2023-2024: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 exceeding 1.50m but not exceeding 3.00m), disposed earth to be levelled and neatly dressed. All kinds of soil
17.5
-
-
... More
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1.7
-
-
... More
5.1.2: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
3.36
-
-
... More
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
405.17
-
-
... More
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
112
-
-
... More
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
2.78
-
-
... More
5.9.15:Centering and shuttering including strutting, etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like
357.18
-
-
... More
5.22.6: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
13091.79
-
-
... More
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
112
-
-
... More
Providing Sign Board to Intake well Site & Documentation charges
-
-
-
... More
OD166284/2023-2024::Providing Sign Board using 50mm GI pipe of 7 feet height & 4 feet x3 feet Aluminium/ GI/ MS Sheet<br>(3mm) by Paint / Sticker using Blue paint and letters Board to KWA Tank & Plant. Fixing properly at Site<br>using PCC by the direction of the departmental officers
2
-
-
... More
OD166285/2023-2024::Documentation of Components indicating the details of WSS/ Components etc. as per the direction of departmental officers
2
-
-
... More
Dismantling & laying existing pipeline in RWPM Route for Reinstating Water Supply
-
-
-
... More
OD166193/2023-2024:Dismantling UPVC pipes of class 2 to class 6 and specials, from the trenches already made, placing in position as per the direction of departmental officers (excluding cost of pipes and specials).r|n<br>63 mm nominal outer dia pipes.
180
-
-
... More
OD166194/2023-2024:Dismantling S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : r|n<br>250 mm dia Ductile Iron Class K-9 Pipes r|n <br> Data derived from 18.72.18 in DAR
180
-
-
... More
OD166195/2023-2024:Dismantling S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 excluding cost of pipe and specials: r|n<br>150 mm dia pipe r|n <br>Data derived from 18.27.3 in DAR
180
-
-
... More
100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes.
180
-
-
... More
100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes.
180
-
-
... More
100.16.1.4:Conveying and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS: 1536, excluding cost of pipe and specials: 150mm diameter pipes.
180
-
-
... More
OD166196/2023-2024:Ductile Iron specials suitable for mechanical jointing as per I.S. 9523 utp 600 mm dia
9.28
-
-
... More
OD166197/2023-2024:Dismantling S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : r|n<br>400 mm dia Ductile Iron Class K-9 Pipesr|n <br> Data derived from 18.72.21 in DAR
260
-
-
... More
OD166198/2023-2024:Dismantling S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials : r|n<br>300 mm dia Ductile Iron Class K-9 Pipes r|n <br> Data derived from 18.72.19 in DAR
260
-
-
... More
100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes.
260
-
-
... More
100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes.
260
-
-
... More
Design and Installation of Surge control device - Cost of materials
-
-
-
... More
OD166232/2023-2024:Supplying 1300mm Zero velocity valve as per specification
1
-
-
... More
OD166233/2023-2024:Supplying 1300mm air cushion valve as per specification
1
-
-
... More
OD166234/2023-2024:Supplying 1300mm DI Spigot tailpiece as per ISI specification
4
-
-
... More
OD166235/2023-2024:Supplying 1300mm MS drum collar joint
4
-
-
... More
Design and Installation of Surge Control Device - Working Charges
-
-
-
... More
OD166279/2023-2024:Conveying and fixing C.I. zero velocity valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) :r|n<br>1300 mm diameter. Class I" r|n <br>Observed Data derived from item no.18.31.of DAR
2
-
-
... More
OD166280/2023-2024:Providing flanged joints to double flanged CI/DI pipes and specials, including testing of joints: 1300mm Diameter Pipe r|n <br>(Ref. Data: 18.30 in DAR 2014)
4
-
-
... More
OD166281/2023-2024:DI specials over 600mm diameter for push on joints
5.6
-
-
... More
Design and Installation of Surge Control Devices - Construction of valve chamber
-
-
-
... More
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
44.55
-
-
... More
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1.52
-
-
... More
5.1.2: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
2.11
-
-
... More
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.48
-
-
... More
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
10.36
-
-
... More
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
47.64
-
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5.22.6: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
7.59
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13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
28.53
-
-
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Providing Water supply,Sanitary arrangements including Septic Tank, Soakpit
-
-
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OD166221/2023-2024:Temporary water tank 2000 ltre storage capacity
1
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100.9.5:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm nominal outside diameter pipes.
30
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100.9.7:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes.
15
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17.27.1:Providing and fixing white vitreous china laboratory sink including making all connections excluding cost of fittings:Size 450x300x150 mm
1
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17.28.1.1:Providing and fixing P.V.C. waste pipe for sink or wash basin including PVC.
waste fittings complete.
Semi rigid pipe32 mm dia
3
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17.7.7:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Flat back wash basin size 450x300 mm with single 15 mm C.P. brass pillar tap
1
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OD166222/2023-2024:providing and fixing pvc tap
3
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-
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17.1.1:Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever require:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
1
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OD166223/2023-2024:Providing and fixing cement concrete septic tank and Soakpit with all fittings and fixtures complete
1
-
-
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Drainage system and land scaping
-
-
-
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2.6.1: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
14.4
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4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
1.2
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5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.44
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
15
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5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.4
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5.22.1: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
426.4
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13.9.1:Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.12 mm cement plaster
27
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30.2.1:Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
22.5
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30.2.2:Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment).
18
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30.2.5:Rough dressing the trenched ground including breaking clods.
150
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30.2.6:Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
150
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30.2.7:Fine dressing of the ground
150
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30.2.10.2:Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).With grass Turf
150
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30.2.57.2:Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material?s as per direction of officer in charge (excluding cast of plant & water )Cost of plantation per Shrubs plants (for 200 nos.=427.45/200)
100
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30.2.57.3:Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unsaverieable material?s as per direction of officer in charge (excluding cast of plant & water )Cost of plantation per Hedge plants (for 300 nos.=427.45/300)
50
-
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Electrification and Yard lighting, including the charges paid to KSEB for getting electric connection
-
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OD166208/2023-2024:Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32amps 240 volts "C" curve DP MCB complete with connections, testing and commissioning etc. as required. (DSR EM2016- 2.16)
1
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OD235852/2023-2024:Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable size GI box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as required.Group C
10
-
-
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OD235851/2023-2024:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.15 6 amps switch
6
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OD235849/2023-2024:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.4--3 pin 5/6 amp socket outlet
6
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OD235850/2023-2024:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.5--6 pin 15/16 amp socket outlet
2
-
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OD235853/2023-2024:Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. 1.24.3--15/16 amps switch
2
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OD166209/2023-2024:Wiring for circuit / submain wiring along with earth wire with the following size of FRLS PVC<br>insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required.2 X 2.5<br>sq. mm + 1 X 2.5 sq. mm earth wire (DSR EM2016-1.14.2)"<br>
3
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OD166210/2023-2024:Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade<br>of following size direct in ground including excavation and refilling the trench etc as required, but excluding sand<br>cushioning and protective covering. Upto 35 sq. mm (DSR EM2016-7.3.1)<br><br>
70
-
-
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OD166211/2023-2024:Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1<br>KV grade of following size on wall surfaceas required. Upto 35 sq. mm (clamped with 1mm thick saddle). (DSR<br>EM2016- 7.7.1)"<br>
20
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OD166212/2023-2024:Supplying and making end termination with brass compression gland and aluminium lugs for<br>following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 2<br>X 6 sq. mm (19mm). (DSR EM2016- 9.1.1)"<br>
8
-
-
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OD166213/2023-2024:fixing six syntax box of 16 amps 2 way connector on a existing metal pipe pole requires wok<br>of one wireman and fixing materials"<br>
1
-
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OD166214/2023-2024:"Supplying Twin fluorescent tube set (street light type) for fixing on a metalic pipe pole. (Market rate)<br><br>
2
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OD166215/2023-2024:100 × 100 × 70 mm powder coated metal 16 amps three way connector box (sintax box).(market rate)<br>
3
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OD166216/2023-2024:Drawing and terminating wires through metalic pipe poles, fixing and connecting industrial<br>outdoor type four twin fluorescent tube set, and two dom light requires work of two wireman and fixing materials.<br>"<br>
1
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OD166217/2023-2024:Supplying of 15w CFL with 150mm glass dome fitting<br>
12
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OD166218/2023-2024:PVC / XLPE insulated armoured cable with aluminium conductor for working voltage up to and including 1100V conforming to IS 1554 part 1 1988 for PVC and IS 7098 part 1 for XLPE (market rate) 2X6Sqmm 1 S
60
-
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OD235854/2023-2024:Supplying and fixing of 1200mm sweep AC ceiling fan with standard down rod and electronic type regulator
3
-
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