Kerala Water Authority Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_KWA_455426_1Bid Award Id
ViewTender No
26/EE/PHDn/KTR/2021-22Tender 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
Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
12.44
-
341.62
Sub Data for providing Earth filled cement bags including cutting of the Earth, filling, conveying and placing in position.
47.1
-
3808.17
Sinking wells above up to 2.5 M dia and up to 3.5 M inside and depth up to 3 M below spring level in ordinay soil to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc .complete
1.5
-
8077.87
Sinking wells above up to 2.5 M dia and up to 3.5 M inside and depth up to 3 M below spring level in ordinay soil to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc .complete1.5 M to 3 M
1.5
-
8112.48
Sinking wells above up to 2.5 M dia and up to 3.5 M inside and depth up to 3 M below spring level in ordinay soil to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc .complete M to 4.5 M
1.5
-
8147.09
Sinking wells above up to 2.5 M dia and up to 3.5 M inside and depth up to 3 M below spring level in ordinay soil to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc .complete 4.5 M to 6 M
1.5
-
8181.7
Sinking wells above up to 2.5 M dia and up to 3.5 M inside and depth up to 3 M below spring level in ordinay soil to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc .complete 6 M to 7.5 M
1.5
-
8216.32
Sinking wells above up to 2.5 M dia and up to 3.5 M inside and depth up to 3 M below spring level in ordinay soil to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc .complete 7.5 M to 9 M
1.5
-
8250.93
Sinking wells above up to 2.5 M dia and up to 3.5 M inside and depth up to 3 M below spring level in ordinay soil to lines and levels and plumb by scooping out earth from inside and below the steining using necessary appliances including hire and labour for the same including dumping the spoil beyond the initial lead of 50 m etc .complete 9 M to 10 M
1
-
8285.54
Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
37.3
-
8718.71
Centering and shuttering including strutting, etc. and removal of form for:Well steining
290.14
-
254.38
Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
200
-
289.96
Centering and shuttering including strutting, etc. and removal of form for:
96.83
-
831.12
Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
16.12
-
11709.02
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
4160
-
100.15
Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand):
6.01
-
8996.02
Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood
0.08
-
156119.68
Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.Kiln seasoned and chemically treated hollock woodProviding and fixing panelled or panelled and glazed shutters for doors, windows
and clerestory windows fixing with butt hinges of required size with necessary
screws, excluding panelling which will be paid for separately, all complete as per
direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall
be paid separately)
Kiln seasoned and chemically treated hollock wood
35 mm thick shutters
3.46
-
2856.04
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
16.9
-
103.19
Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture
8.64
-
156.17
12 mm cement plaster of mix:
61.31
-
320
12 mm cement plaster finished with a floating coat of neat cement of mix:
27.23
-
408.76
Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
100
-
109.41
Supply , Errection, testing and commissioning of KWA prequalified reputed make Submersiblepump set of discharge 500lpm over a head of 80m with all accessories such as starter, panel board,cables,sluice valve, non-return valve etc for erection with proper earthing etc as per specification br
1
-
181350
power allocation charges - Taking three phase connection from KSEB
1
-
75000
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating
each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :
All kinds of soil (Ref. Item No. 2.10.1 of DSR)
501
-
565.96
Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating
each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m :"
Ordinary Rock. (Ref. Item No. 2.13.1 of DSR)
310
-
821.93
Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)
100
-
28.36
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials).
75 mm nominal outer dia pipes.
1550
-
88.69
Laying UPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipe line to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure (excluding cost of pipes and specials). 25 mm nominal outer dia pipes.
200
-
36.61
Man mazdoor engaged for cutting the concrete portion of the road
15
-
895.31
Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
300
-
858.68
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
30
-
2083.58
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)
30
-
7506.11
Constructing RCC portable type street fountain with CC 1: 2:4 using 20mm broken stone with platform of size 60x60x15 cm, post of size 15x10x60 cm and kerb of size 10x5 cm all round and plastering with 1:, 12mm thick with neat flusing coat etc. complete , using of 30 Kg cement, 8Kg MS rod etc and curing for a period of 21 days and conveying fixing in position with initial lead and necessary earth work excavation as per the direction of departmental officers including cost of cement and MS rod and providing 25mm PVC ASTM pipe with specials and 20mm PVC tap for tap connections
12
-
5676.48
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:
9
-
7340.28
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1.8
-
8141.14
Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like.
18
-
9055.56
Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
5000
-
10.57
Appendix B : Cost of materials
-
-
-
Supply of uPVC Pipe, IS 4985: 2000 , 6kg/cm2, 75mm Dia..
800
-
144.6
Supply of uPVC Pipe, IS 4985: 2000 , 10kg/cm2, 75mm Dia.
750
-
226.35
Supply of 25mm ASTM including nucessary special
200
-
73.17
Note: GST @ 12% of bill amount will be paid additionally.
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-
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