Infopark Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,950Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_INFOP_593415_1Bid Award Id
ViewTender No
Infopark/ e-Tender /005/2023-24Tender Authority
Infopark ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
Back filling excavated earth available at Infopark (excluding rock) in trenches, plinths, 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 lifting up to 1.5 m.
40
-
258.57
Demolishing cement concrete manually / by mechanical means including disposal of the material within Infopark Phase II as per the direction of Engineer-in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
10
-
2045.17
Demolishing cement concrete(Solid concrete block masonry) manually / by mechanical means including disposal of the material within Infopark Phase II as per the direction of Engineer-in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
5
-
1262.82
Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material within Infopark Phase II as per the direction of Engineer-in-Charge.
7
-
2983.59
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar, etc., disposal of unserviceable material, and stacking of serviceable material within Infopark as per direction of Engineer-in-Charge.
94
-
33.02
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within Infopark as per direction of Engineer-in-Charge: WBM/GSB/WMM
5
-
183.59
Dismantling steelwork in built-up sections in tubular sections, angles, tees, flats, etc including all gusset plates,bolts, nuts, cutting rivets, welding, etc. including dismembering and stacking within Infopark
1000
-
4.88
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)
8
-
7367.55
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1/2:3 (cement : 11/2 coarse sand : 3 graded stone aggregate 20 mm nominal size)
7.5
-
8487.46
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
-
9085.14
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, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
15
-
11492.88
Providing, hoisting, and fixing up to floor level precast reinforced cement concrete work in slab, string courses, bands, copings, bed plates, anchor blocks, plain window sills, and the like, including the cost of required centering, shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
5
-
10460.02
Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position, and binding all complete up to plinth level. Thermo - Mechanically Treated bars of grade Fe-500D or more
2250
-
98.3
Centering and shuttering including strutting, etc., and removal of form for: Foundations, footings, bases of columns, etc for mass concrete
147
-
335.31
Solid block masonry using precast 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 15 cm in CM 1:6 ( 1 cement:6 coarse sand) etc complete
17
-
7355.28
15 mm cement plaster on the rough side of a single or half brick wall finished with a floating coat of neat cement of mix: 1: 4 ( 1 cement: 4 fine sand)
700
-
434.7
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level, and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand), including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete, etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
28
-
9859.49
Providing and laying 50 mm or nearest thick Bangalore stone of size, greater than 1.2m (up to 1.6m), design & shape, laid in required color and pattern over and including 6mm thick compacted bed of coarse sand, filling the joints with fine sand, etc. all complete as per the direction of Engineer-in-charge.
460
-
2200
Finishing with Ultima Protek surface paint system (or approved equivalent) for exteriors including Duralife base coat Primer (or approved equivalent) as per manufacturer's specifications. : Two or more coats of Ultima Protek surface paint applied on kerb walls & walls/marking of car parking over interlocking tile including two coats of primer applied after preparation of the wall by applying crack filling wherever needed all complete at all levels as per direction of Engineer-in-charge of approved color. The quoted rate shall be inclusive of expenses for marking/setting out lines.
350
-
258
Providing and fixing precoated galvanized iron profile sheets (size, shape, and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. The sheet should have a protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single lengths up to 12 meters or as desired by Engineer-in-charge. The sheet shall be fixed using self-drilling/self-tapping screws of size (5.5x55mm) with EPDM seal, 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.
50
-
738.69
Providing and fixing precoated galvanized steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS: mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self-drilling/self-tapping screws complete: Gutter (600 mm overall girth)
10
-
1226.21
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
750
-
154.17
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 seamless type tubes
845
-
185.35
re-erection of steel work in gates including all labor and machineries
1000
-
25.76
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
140
-
231.03
Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coats applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
250
-
193.89
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish, etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately, and stacking of serviceable material within Infopark as per direction of Engineer-in-Charge.
200
-
110.71
Laying old cement concrete interlocking paver blocks of any design/ shape laid in a required line, level, curvature, color, and pattern over and including a 50 mm thick compacted bed of coarse sand, filling the joints with fine sand, etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)
200
-
381.62
Providing and laying factory-made chamfered edge Cement Concrete paver blocks in footpaths, parks, lawns, driveways or light traffic parking, etc, of the required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required color & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60mm thick cement concrete paver block of M-35 grade with approved color, design & pattern.
25
-
1041.47
Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with an 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge: Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
5
-
2915.05
Providing, laying spreading, and compacting graded stone aggregate ( size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to the site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on the well-prepared surface and compacting with a vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
20
-
3109.15
Supplying and fixing C. I cover 300x300 mm without a frame for the gully trap (standard pattern) the weight of the cover to be not less than 4.5 kg
2
-
786.08
Supplying and fixing C.I without frame for manholes: 600 x 600 mm or nearest available size (heavy duty)
2
-
8030.59
Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement and including fixtures, trenching, refilling & testing of joints complete as per direction of the Engineer in Charge. 150 mm dia 6 Kgf/cm2
75
-
1128.72
Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement and including fixtures, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/cm2
300
-
193.7
Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement and including fixtures, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2
300
-
269.62
Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement and including fixtures, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2
600
-
272.26
Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement and including fixtures, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
500
-
398.16
Supply of unskilled labour
100
-
870.08
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