Kerala Irrigation Infrastructure Development Corporation Limited Tender
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Costs
EMD
₹ 1,00,000Document Cost
₹ 9,759Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_KIIDC_575934_1Bid Award Id
ViewTender No
KIIDC/TR/893/2023_23_1_1/RC 1/1Tender Authority
Kerala Irrigation Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://http://kiidc.kerala.gov.in/
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Documents
BOQ Items
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
687.6
-
-
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)
6.3
-
-
60.2.6:BAILING OUT WATER USING PUMP ABOVE 30HP AND UP TO 40HP - Bailing out water with engine and pump set above 30HP and up to 40HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
240
-
-
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
121.8
-
-
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
6.3
-
-
2.22.1:Open timbering over areas including strutting, shoring etc. complete (Measurements to be taken of the face area timbered):Depth not exceeding 1.5 m
63
-
-
2.22.2:Open timbering over areas including strutting, shoring etc. complete (Measurements to be taken of the face area timbered):Depth exceeding 1.5 m but not exceeding 3 m
63
-
-
2.22.3:Open timbering over areas including strutting, shoring etc. complete (Measurements to be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4.5 m
126
-
-
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.
16.8
-
-
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
504
-
-
16.73:Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer dressed stones having no side less than 15 cm, with minimum depth of 20 cm including preparing the bedding surface etc. all complete ( Payment for stone to be made separately)
445
-
-
16.72:Supplying and stacking of hard stone ( for stone pitching ) 22.5 cm thick at stie.
178
-
-
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
3
-
-
2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth
4
-
-
WELL ( 2 nos )
-
-
-
100.3.1.11:Earthwork in open well excavation (in or under water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift up to 1.5m including neat banking.
18.46
-
-
100.3.1.12:Earthwork in open well excavation (in or under water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 1.5m to 3.0m including neat banking.
18.46
-
-
100.3.1.13:Earthwork in open well excavation (in or under water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 3.0m to 4.5m including neat banking.
18.46
-
-
100.3.1.14:Earthwork in open well excavation (in or under water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of 50m and lift from 4.5m to 6.0m including neat banking.
18.46
-
-
2.21.1:Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered):Depth not exceeding 1.5 m
26.38
-
-
2.21.2:Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered):Depth exceeding 1.5 m but not exceeding 3 m
26.38
-
-
2.21.3:Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4.5 m
52.75
-
-
2.23:Extra for planking and strutting in open timbering if required to be left permanently in position (Face area of the timber permanently left to be measured).
105.5
-
-
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)
0.7
-
-
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
2.81
-
-
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
281.3
-
-
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.
16.33
-
-
OD3155/2023-2024:Providing and laying in position precast well rings of diameter 2.40m, 30cm depth and 10cm thick, M25 grade of concrete and Fe 500D or more steel including all its precast and conveyance charges
46
-
-
CHECK DAM AND SIDE PROTECTION WORKS
-
-
-
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
337.9
-
-
60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
6
-
-
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
158.4
-
-
60.2.6:BAILING OUT WATER USING PUMP ABOVE 30HP AND UP TO 40HP - Bailing out water with engine and pump set above 30HP and up to 40HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
240
-
-
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)
13
-
-
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
51.05
-
-
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
8.05
-
-
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
5909.9
-
-
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
74.6
-
-
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
4.8
-
-
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
24
-
-
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
11.25
-
-
60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
174
-
-
PUMP ROOM (5x5)
-
-
-
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
49
-
-
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
23.07
-
-
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)
5.49
-
-
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
5.87
-
-
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
8.24
-
-
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
12.36
-
-
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
587.1
-
-
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
7.88
-
-
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
11.25
-
-
50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
11.19
-
-
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</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).
1.53
-
-
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
152.9
-
-
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
7.56
-
-
12.1.3:Providing corrugate 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
65.53
-
-
12.4.2:Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2
7.1
-
-
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
655.33
-
-
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
15.12
-
-
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
141.85
-
-
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
156.97
-
-
10.6.2: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.80x1.20 mm M.S. laths with 1.20 mm thick top cover
4.2
-
-
10.7:Providing and fixing ball bearing for rolling shutters.
2
-
-
10.13.1:Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee- sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
21
-
-
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
47.25
-
-
9.147.5:Providing and fixing factory made uPVC white colour casement/casement cum
fixed glazed windows comprising of uPVC multi-chambered frame, sash and
mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2
mm thick galvanized mild steel section made from roll forming process of required
length (shape & size according to uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction
hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8
mm size for fixing frame to finished wall, plastic packers, plastic caps and
necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut
and fusion welded at all corners, mullion (if required) shall be also fusion welded
including drilling of holes for fixing hardware's and drainage of water etc. After
fixing frame the gap between frame and adjacent finished wall shall be filled with
weather proof silicon sealant over backer rod of required size and of approved
quality, all complete as per approved drawing & direction of Engineer-in-Charge.
(Single / double glass panes and silicon sealant shall be paid separately)<br>
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance
in dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50 sqm).
8.25
-
-
9.147A.1:Providing and fixing factory made uPVC white colour casement/casement cum
fixed glazed windows comprising of uPVC multi-chambered frame, sash and
mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2
mm thick galvanized mild steel section made from roll forming process of required
length (shape & size according to uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction
hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8
mm size for fixing frame to finished wall, plastic packers, plastic caps and
necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut
and fusion welded at all corners, mullion (if required) shall be also fusion welded
including drilling of holes for fixing hardware's and drainage of water etc. After
fixing frame the gap between frame and adjacent finished wall shall be filled with
weather proof silicon sealant over backer rod of required size and of approved
quality, all complete as per approved drawing & direction of Engineer-in-Charge.
(Single / double glass panes and silicon sealant shall be paid separately)<br>
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance
in dimension i.e. in depth & width of profile shall be acceptable.Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of 1.9 +/- 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area of window upto 0.75 sqm.)
0.36
-
-
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
8.61
-
-
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
154.98
-
-
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
25.37
-
-
OVER HEAD WATER TANK (8x8)
-
-
-
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
99
-
-
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
105.71
-
-
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)
9.75
-
-
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
34.32
-
-
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
5147.55
-
-
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
100.8
-
-
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
71.39
-
-
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
25.78
-
-
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</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).
17.88
-
-
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
66.25
-
-
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.
343.4
-
-
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
173.42
-
-
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
72
-
-
5.11.1:Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
73.96
-
-
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
16485.6
-
-
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
667.16
-
-
22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels
/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts
integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The material
shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing
permeability of concrete by more than 90% compared with control concrete as per
DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline
slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work
shall be carried out all complete as per specification and the direction of the engineerin-
charge. The product performance shall carry guarantee for 10 years against any
leakage.For vertical surface two coats @0.70 kg per sqm
178.88
-
-
22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels
/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts
integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The material
shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing
permeability of concrete by more than 90% compared with control concrete as per
DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline
slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work
shall be carried out all complete as per specification and the direction of the engineerin-
charge. The product performance shall carry guarantee for 10 years against any
leakage.For horizontal surface one coat @1.10 kg per sqm.
73.96
-
-
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
8.21
-
-
13.48.1:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of special primer applied @ 0.75 ltr /10 sqm
667.16
-
-
10.13.1:Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee- sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
21.7
-
-
10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
802.5
-
-
9.147.5:Providing and fixing factory made uPVC white colour casement/casement cum
fixed glazed windows comprising of uPVC multi-chambered frame, sash and
mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2
mm thick galvanized mild steel section made from roll forming process of required
length (shape & size according to uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction
hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8
mm size for fixing frame to finished wall, plastic packers, plastic caps and
necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut
and fusion welded at all corners, mullion (if required) shall be also fusion welded
including drilling of holes for fixing hardware's and drainage of water etc. After
fixing frame the gap between frame and adjacent finished wall shall be filled with
weather proof silicon sealant over backer rod of required size and of approved
quality, all complete as per approved drawing & direction of Engineer-in-Charge.
(Single / double glass panes and silicon sealant shall be paid separately)<br>
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance
in dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50 sqm).
8.25
-
-
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
8.25
-
-
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
148.5
-
-
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
10.56
-
-
Appendix A- Mechanical Work - Supply, Fabrication, Erection and assembling of embedded parts
-
-
-
OD3149/2023-2024:Supply of MS plates confirming to IS 2062GrB including cost of conveyance charges
121.68
-
-
OD3150/2023-2024:Supply of MS Tees, Angles, Joists, ISMB, ISMC confirming to IS2062GrA/B including cost of conveyance charges
25.4
-
-
OD3151/2023-2024:Supply of MS round bar including cost of conveyance charges
7.12
-
-
85.108:Fabrication , erection and commissioning of Structural Steel Embedded parts in IS2062 Grade and accessories as per approved specifications, drawings and directions of deptl officer at site including cost of labour , machinery , incidental and handling charge etc complete but exculding cost of materials already supplied
154.2
-
-
Appendix B- Mechanical Work - Supply of materials, fabrication, painting and erection of shutter size 0.75 X 0.75m
-
-
-
OD3138/2023-2024:Supply of MS plates confirming to IS 2062GrB including cost of conveyance charges
74.3
-
-
OD3139/2023-2024:Supply of MS Tees, Angles, Joists, ISMB, ISMC confirming to IS2062GrA/B including cost of conveyance charges
64.95
-
-
OD3140/2023-2024:85.110 Fabrication and supply of Structural steel wheel gate and accessories as per approved specifications, drawings and directions of deptl officer at site including cost of labour, machinery, all leads and lifts, incidental and handling charges etc complete but excluding cost of material already supplied
139.25
-
-
85.112:Painting all the exposed surfaces of the gate and embedded parts with two coats of epoxy coal tar black paint confirming to IS14948 with a minimum film thickness of 150+/-5 microns per each coat over two coats of priming coat applied with zinc primer containing not less than 85% of zinc dry film with a film thickness of 70+/-5 microns , so that the total film thickness of all coats including priming coat at any rate is not less than 350microns over the grit blasted and cleaned surface to class A standard of IS 14177 including cost of all materials , labour charges , cost of testing all painting materials, all incidental charges, hire of T&P etc complete as per the direction of departmental officer at site
3.87
-
-
85.111:Erection of the gates safely in the grooves , assembling and aligning including cost of all machinery, labour all incidental and conveyance charges etc complete as per direction of departmental officer at site
139.25
-
-
Appendix C- Mechanical Work - Supplying and fixing of rubber seal
-
-
-
85.116:Supplying and fixing in correct position with specified initial interface the flat type rubber seal confirming to IS 11855 to the gates including cost of SS bolts and nut all labour and machinery and incidental and conveyance charges complete as per approved specification and drawing
0.75
-
-
85.118:Supplying and fixing in correct position with specified initial interface L-type / bulb nose rubber seal confirming to IS11855 to the gates including cost of SS bolts and nuts and all labour and machinery and incidental and conveyance charges complete as per approved specifications and drawings
1.5
-
-
Appendix D- Mechanical Work - Supply of materials, fabrication and erection of hoisting bridge
-
-
-
OD3156/2023-2024:Supply of MS plates confirming to IS 2062GrB including cost of conveyance charges
90.28
-
-
OD3157/2023-2024:Supply of MS Tees, Angles, Joists, ISMB, ISMC confirming to IS2062GrA/B including cost of conveyance charges
552.81
-
-
85.103:Supply of MS checquered plates including cost of conveyance charges
196.13
-
-
OD3158/2023-2024:Supply of MS round bar including cost of conveyance charges
7.5
-
-
OD3159/2023-2024:Supply of GI pipe 32mm dia
12
-
-
85.124:Fabrication and supply of Hoisting bride unit in structural steel confirming to IS2062 Gr including ladder, covers for hoisting unit etc as per approved specifications, drawings and directions of departmental officer at site including cost of labour, machinery, incidental and handling charges for fixing handrails and allied works etc complete but excluding material already supplied and weight of pipes for hand rails etc
884.39
-
-
OD3160/2023-2024:Painting all the exposed surfaces 2 coats of enamel paint over 1 coat of zinchromate primer as per IS 1477:1994 over the grit blasted and cleaned surface to class A standard of IS 14177 including cost of all materials, labour charges, cost of testing all painting materials, all incidental charges, hire of T&P etc complete as per the direction of departmental officer at site. Enamel Paint with Grit Blasting
28.93
-
-
85.136:Erection of the hoisting bridge unit including handrails , ladder and platform etc. in correct alignment and anchoring it ; setting and aligning the covers of the hoisting unit etc complete including cost of all labour, machinery, incidental and conveyance , lead and lift charges etc complete but excluding cost of materials already supplied
884.39
-
-
Appendix E- Mechanical Work - Supply and fixing hoisting mechanism
-
-
-
OD3152/2023-2024:Supply of screw shaft 63 mm outer dia, head pitch 12.7 mm root dia 50.3 mm using EN 8 shaft including cost of all material, labour, tools etc complete.
2.5
-
-
OD3153/2023-2024:Supply and fixing of 2 tonne capacity screw hoist having 1 numbers of forged steel / EN -8 shaft, suitable worm gear units having a lifting speed of around 5.00 cm/min for 24 rpm of hand operation including cost of all materials, labour, hire charges and conveyance.
1
-
-
Electrification
-
-
-
1.10.3: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 GI box and earthing the point with 1.5 sq.mm. FRLS
PVC insulated copper conductor single core cable etc as required.Group C
9
-
-
1.12:Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit along with 1 No 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.
40
-
-
1.14.1:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required2x1.5 sq.mm + 1x1.5 sq.mm earth wire
50
-
-
1.14.2:Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
40
-
-
1.31:Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs to be used in non residential buildings).
2
-
-
1.32:Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
2
-
-
1.25:Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
1
-
-
1.33:Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required.
9
-
-
2.3.2:Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCBIRCCB/Isolator8 way, Double door
1
-
-
2.10.1:Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole
4
-
-
2.12.1:Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps
1
-
-
2.14.2:Supplying and fixing following rating, double pole, (single phase and neutral), 240 volts, residual
current circuit breaker (RCCB), having a sensitivity current upto 300 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps
1
-
-
4.1.1:Supplying and installing following size of perforated pre-painted M.S. cable trays with
perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.100 mm width X 50 mm depth X 1.6 mm thickness
20
-
-
5.4:Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
2
-
-
5.14:Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
50
-
-
5.19:Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
50
-
-
OD3141/2023-2024:Supplying installation testing and commissioning of Rust Resistant and Weather-Proof Bulk head light fixture with 12 W /equivalent LED lamp, IP 65 protection complete with all other accessories as required.
5
-
-
OD3142/2023-2024:Supply of ceiling fan of 1200mm sweep, including the down rod of standard length (up to 30 cm.) of (havels make, ES 50 Premium White or CG make, Riveria or equivalent).
1
-
-
OD3143/2023-2024:Preparation of drawings getting approval from statutory body
1
-
-
90.3.19.3:Supply conveyance, installation, testing and commissioning the light fittings of following types made from CRCA sheet 0.5mm thickness with all accessories and lamps directly on wall and giving connections with 16/0.20 mm 3 core PVC insulated and sheathed round copper conductor flex wire or extending the original wiring and giving connections as required1200 mm 1X20W LED Lamp with box type fixture
4
-
-
9.1.27:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 185 sq. mm (57mm)
2
-
-
9.1.20:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X25 sq.mm (28mm)
1
-
-
9.1.21:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 35 sq. mm (32mm)
1
-
-
9.1.7:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 X 10 sq. mm (22mm)
2
-
-
OD3145/2023-2024:Supply and fixing of outdoor wall mounting meter panel using 16 gauge CRCA sheet with powder coating provision for mounting KSEB meter fuse unit CTs etc as required.
1
-
-
90.12.7.14:Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.3 core 10 sq mm with factory made clamp
60
-
-
90.12.7.27:Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.3.5 core 25 sq mm with factory made clamp
30
-
-
90.12.7.28:Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.3.5 core 35 sq mm with factory made clamp
30
-
-
90.12.7.34:Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.3.5 core 185 sq mm
20
-
-
OD3146/2023-2024:Fabrication, supply, conveyance, installation testing and commissioning of floor mounting compartmentalised, dust and vermin proof, cubicle type main switch board with bottom base channel not less than 75mmX40mmX5mm and entire panel shall have main bus bar of 100A TPN aluminium, copper earth bar of 25X5mm comprising of the following components/ devices complying to IS 8623 with1.6mm CRCA sheet, powder coated 1. 250A 4 pole micro processor based 36kA MCCB with spreader and extended rotary handel 1 nos, 2.125A TPN MCCB 2 nos 3.100A TPN MCCB 1 nos 4. 63A TPN MCCB 1 nos, 5. 32A TPN MCB 1 nos, 6. MFM with suitable rated 15VA CTs 1 nos ,7.Earth Fault Relay with CBCT 1 set , 8. LED indicators.
1
-
-
OD3147/2023-2024:Supply and fixing 100A HRC fuse base with fuse link and 100amps 415V 2 way neutral link in the existing meter board
1
-
-
OD3148/2023-2024:supply and fixing 100A/5A class 0.5s 5VA CT as per KSEB standards in the existing metering Board
3
-
-
APPENDIX-F PROVIDING COMMUNITY MICRO IRRIGATION SUBMAIN WORKS
-
-
-
OD3154/2023-2024:DESIGN, SUPPLY, INSTALLATION, TESTING, AND COMMISSIONING OF SUB-MAIN MICRO-IRRIGATION SYSTEM AS PER THE IS SPECIFICATIONS AND APPROVED DESIGN FROM KIIDC DESIGN WING INCLUDING ALL SUBMAIN PVC PIPELINES-IND, PLACING EMITTER TAKE-OFF AND FITTINGS, ACCESSORIES, FLUSH VALVES, IRRIGATION CONTROL VALVES, AND FITTINGS AND ACCESSORIES, SUPPLY OF SPARE PARTS, TOOLS ETC WITH ALL COST OF MATERIALS, LABOUR CHARGES, COST OF FITTINGS, CONVEYANCE INCLUDING ALL COST OF TRENCHING, BACKFILLING, AND LAYING AS PER DESIGN ALIGNMENT AND LEVELS, IF ANY, ETC, INCLUDING MATERIAL TEST REPORT FROM THE THIRDPARTY QUALITY CONTROL UNIT, AS PER THE SPECIFICATIONS AND DIRECTIONS OF DEPARTMENTAL OFFICERS AT SITE.
4700
-
-
APPENDIX-G PROVIDING COMMUNITY MICRO IRRIGATION MAINLINE WORKS
-
-
-
OD3161/2023-2024:DESIGN, SUPPLY, AND INSTALLATION, TESTING AND COMMISSIONING OF MAINLINE MICRO-IRRIGATION SYSTEM AS PER THE IS SPECIFICATIONS AND APPROVED DESIGN FROM KIIDC INCLUDING MAIN LINE PVC PIPE LINES - SUPPLY LINES FROM WATER SOURCE TO TANKS - IND, FERTIGATION UNIT, IRRIGATION CONTROL VALVES FOR MAINLINE, FITTINGS AND ACCESSORIES, SUPPLY OF SPARE PARTS, TOOLS ETC WITH ALL COSTS OF MATERIALS, LABOUR CHARGES, COST OF FITTINGS, CONVEYANCE INCLUDING ALL COSTS OF TRENCHING, BACKFILLING, AND LAYING AS PER DESIGN ALIGNMENT AND LEVELS IF ANY, ETC INCLUDING, MATERIAL TEST REPORT FROM THE THIRD PARTY CONTROL UNIT, AS PER THE SPECIFICATIONS AND DIRECTIONS OF DEPARTMENTAL OFFICERS AT THE SITE.
4700
-
-
APPENDIX-H PROVIDING COMMUNITY MICRO IRRIGATION AUTOMATION AND HEAD UNIT
-
-
-
OD3162/2023-2024:DESIGN, SUPPLY, INSTALLATION, TESTING AND COMMISSIONING, OPERATION AND MAINTENANCE, FORMING AND REGISTERING WATER USERS ASSOCIATION AND PROVIDING TRAINING TO THE FARMERS, AND TRANSFER OF MICRO-IRRIGATION SYSTEM ON BUILD OPERATE MAINTAIN, AND TRANSFER BASIS COMPLETE, CONSISTING OF THE FOLLOWING: MICRO-IRRIGATION SYSTEM INCLUDING PRIMARY FILTERS, SECONDARY FILTERS (FULLY AUTOMATIC FILTERS), AUTOMATED IRRIGATION CONTROLLERS, LAYING AND FIXING OF PRESSURE COMPENSATING EMITTERS, LAYING OF LATERALS, END CAP FOR LATERALS, PRESSURE RELIEF VALVES, BUTTERFLY VALVES, AIR RELEASE VALVES, SOLENOID VALVES, VALVES, QUICK RELEASE VALVES, NON-RETURN VALVES, PRESSURE GAUGES, SWING CHECK VALVES, SOIL MOISTURE SENSORS, IRRIGATION WIRELESS CONTROLLERS AND ALL RELATED FITTINGS AND ACCESSORIES, SUPPLY OF SPARE PARTS, TOOLS ETC, INDIVIDUAL SHIFT-WISE WATER METER, SUITABLE SUBMERSIBLE MOTOR AND PUMP SET WITH STANDBY UNIT (Source to Tank) AND SUITABLE PUMP SET WITH STAND BY TO IRRIAGATE FROM TANK TO ARID LAND WITH AN AUTOMATED OPERATION CONTROLLER (INCLUDING ALL OTHER FITTINGS, GI FITTINGS) AUTOMATED STARTER (Variable-frequency drive), AND PANEL BOARD, AND ALL RELATED FITTINGS FOR THE COMMISSIONING OF HEAD UNIT, AS PER DESIGN AND IS SPECIFICATION ETC., COMPLETE, MATERIALS TEST REPORT FROM THIRD-PARTY QUALITY CONTROL UNIT. SOIL TESTING AT FREQUENCY AS REQUIRED WITH EXPERIENCED STAFF, MACHINERY AND EQUIPMENT FOR EXECUTION, QUALITY CONTROL ARRANGEMENTS, PREPARATION OF PRODUCTION PLAN, OBTAINING CONSENT FROM FARMERS FOR LAYING PIPES AND ALLIED WORKS IN THEIR PROPERTY, MARKET STUDY AND ADVISING FARMERS ON CROP SELECTION BASED ON WATER AVAILABILITY, MARKET STUDY AND ALL MATERIALS AND FITTINGS, ADHESIVES SHALL BE AS PER THE SPECIFICATIONS AND STANDARDS OF BIS/INTERNATIONAL CODES INCLUDING REQUISITE MANPOWER FOR OPERATION AND MAINTENANCE OF THE SYSTEM FOR THREE YEARS AFTER THE DATE OF COMPLETION ON A TURNKEY BASIS AS PER THE DIRECTION OF DEPARTMENTAL OFFICIALS AT THE SITE
4700
-
-
Evaluation Notes How It Works ?
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