Kerala Industrial Infrastructure Development Corporation Tender
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Costs
EMD
₹ 24,428Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_KINFR_266312_1Bid Award Id
ViewTender No
KINFRA/WYD/33/2018-19Tender Authority
Kerala Industrial Infrastructure Development Corporation ViewPurchaser Address
-Website
http://http://kinfra.org/
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Documents
BOQ Items
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, for wells of dia. above 2.5m and upto 3.50 m. All kinds of soil :- lift from 4.5m to 6.0m including neat banking.
17
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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, for wells of dia. above 2.5m and upto 3.50 m. All kinds of soil :- lift from 6.0m to 7.5 m including neat banking.
17
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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, for wells of dia. above 2.5m and upto 3.50 m. All kinds of soil :- lift from 7.5m to 9.0 m including neat banking.
17
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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, for wells of dia. above 2.5m and upto 3.50 m. All kinds of soil :- lift from 9.0m to 10.5 m including neat banking.
12
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Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 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, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
22
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. i) Thermo-Mechanically Treated bars
800
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Centering and shuttering including strutting, etc. and removal of form for: Well steining
260
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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)
1.5
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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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
2.5
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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
500
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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 :- Pipes, cables etc, not exceeding 80 mm dia
960
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Supplying, laying, jointing and hydrostatically testing ISI marked PVC pipes as per IS:4985, and specials such as tees, elbows, bend, flanges, reducers, end caps etc. as per IS 7834 or IS10124 as the case may be including cost of jointing materials like solvent cement, bolts, nuts, rubber washers etc. hire of tools and plant, cost and conveyance of water for testing etc. complete so as to with stand the internal pressure of 10 Kg/cm2 . Size OD, External work :-
50 mm nominal outer dia pipes 10kgf/cm2 pumping main
770
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-do-
32 mm nominal outer dia pipes 10kgf/cm2 Distribution
200
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Supplying, laying, jointing and hydrostatically testing ISI marked PVC pipes as per IS:4985, and specials such as tees, elbows, bend, flanges, reducers, end caps etc. as per IS 7834 or IS10124 as the case may be including cost of jointing materials like solvent cement, bolts, nuts, rubber washers etc. hire of tools and plant, cost and conveyance of water for testing etc. complete so as to with stand the internal pressure of 10 Kg/cm2 . Size OD, Internal work - Exposed on wall :-
a) 50 mm nominal outer dia pipes 10kgf/cm2 pumping main
30
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-do-
32 mm nominal outer dia pipes 10kgf/cm2 Distribution
38
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Supplying, erecting, testing & commissioning Submersible pumpset 1.5Hp motor, 65m head inclluding all fittings ie suction pipe, 2" NRV valve, etc.
1
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Supplying, erecting,testing & commissioning of the motor with suitable Dol starter,mounted on a panel board of suitable size,2.5sqm 2core copper wire ISI make and required size, and giving earth using 8SWG copper etc,usig G.I rod
1
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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. Two water tank of 3000 litres
6000
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Providing corrugated G.S. sheet roofing including vertical / curved surface fixed
with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275 gm/ m²
27
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