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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.8 LAccepted-AOC | ₹44.8 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹44.9 L+₹11,900.05 (0.27%)Rejected-Finance | ₹44.9 L+₹11,900.05 (0.27%) | L2 | Rejected-Finance Not L1 bidder |
| 3 | L3₹46.6 L+₹1.8 L (4.07%)Rejected-Finance | ₹46.6 L+₹1.8 L (4.07%) | L3 | Rejected-Finance Not L1 bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not Prequalified |
Tender Value
₹48.8 L
EMD Value
₹50,000
Closing Date
28 Feb 2022, 5:00 pmClosed
CEO Infopark
Chief Executive Officer, Infopark, Park Centre ,Infopark Kochi P.O., Kakkanad, Kochi -682042
as mentioned in NIT
2022_INFOP_474309_1
Infopark/ e-Tender / 011 / 2022
Open Tender
Civil Works - Others
Item Rate
365 days
Infopark Kochi Phase II
as mentioned in NIT
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
16 Dec 2022
14 Feb 2022
4 Mar 2022
14 Feb 2022
28 Feb 2022
14 Feb 2022
Amount
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 within Infopark Ph II outside the periphery of the area cleared
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 after back filling as directed, within Infopark Ph II. All kinds of soil
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 getting out and disposal of excavated earth within Infopark Ph II and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within Infopark Ph II and lift upto 1.5 m.
Construction of Embankment with available excavatd earth (ie, approved earh deposited at stock yard / excavation from drain and foundation of other structures) Filling of earth in layers not exceeding 20cm in depth and compacting each layer by 10 tonne vibratory roller at OMC to achieve desired density.
Carriage of earth by Mechanical Transport including loading, unloading and disposing for upto 2km
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 for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within Infopark PH II as per direction of Engineer -in-Charge:GSB/WMM/WBM
Demolishing cement concrete manually/ by mechanical means including disposal of material within Infopark Ph II as per direction of Engineer - in -charge. Nominal cement concrete 1:3:6 or any mix (i/c equivalent design mix)
Demolishing cement concrete (Solid concrete block masonry) manually/ by mechanical means including disposal of material within Infopark Ph II campus as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
Dismantling precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within Infopark Ph II as per direction of Engineer-in-charge
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 campus as per direction of Engineer-in-Charge
Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within Infopark Ph II lead as per direction of Engineer - in- charge.
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within Infopark Ph II.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)
1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete for base slab and foundation 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
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. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases at all 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).
Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like 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).
Reinforced cement concrete work in columns, pillars, struts, beams etc. above floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in slabs string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars
Centering and shuttering including strutting, propping etc. and removal of form for all heights:
Foundations, footings, bases of columns, etc. for mass concrete
Suspended floors, roofs, landings, balconies and access platform
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Lintels, beams, plinth beams, girders, bressumers and cantilevers
Columns, Pillars, Piers, Abutments, Posts and Struts
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
12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand)
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4( 1 cement: 4 fine sand)
Providing and fixing precoated galvanised iron profile sheets (size, shape,colour 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. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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 at all levels including terrace of building (Height upto 50 m)
Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 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 over all girth)-all levels including terrace of building (Height upto 50 m)
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 - all levels including terrace of building (Height upto 50 m)
Providing and fixing steel ladder, railing, balcony railing, staircase railing and similar works of approved size by welding etc.. M.S. tube- all levels including terrace of building (Height upto 50 m)
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
Repairing and rifixing of MS gates including all labour and machineries
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
Finishing walls with Acrylic Smooth exterior paint of required shade: New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Cleaning external painted surface wall/Kerbs and removing dirt, dust, bird dropping, grease, oil, algae, fungus, monkey beats, vegetable growth, loose finishing materials like paint/putty/texture etc., including providing, applying and washing the surface with the help of required scrubbers and also cleaning with machine operated water jet causing any scratching/ damage to the stone surface complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/ structure, all as per direction of Engineer-in-charge. The rate including the cost of scaffolding wherever required at all levels.
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade.Area of slab over 0.50 sqm
Providing edge moulding to 18 mm thick Granite/marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Granite work
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
Construction of granular sub-base available with Infopark by spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
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 & disposal of unservicable materials within infopark Ph II as per direction of Engineer-in-Charge.
Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 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).
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking 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 colour, design & pattern.
Fixing of pavement slabs of size 450x450x50 mm or nearest, available with Infopark, including setting in position in footpath to the required level and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse sand), having joint thickness not more than 5mm except on curve, including filling of joints with same cement mortar and making grooves etc. complete as per direction of Engineer-in-charge.
Laying at or near ground level old kerb stones of all types 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 be more than 5 mm), including making drainage opening wherever required etc. complete as per direction of Engineer-in-charge. (Length of finished kerb edging shall be measured for payment) . (Old kerb stones shall be supplied by the department free of cost)
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 5mm), 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).
Dismantling vitrified/ Granite tile work in floors and roofs laid in cement mortar including stacking/disposal of material within Infopark Ph II campus.
For thickness of tiles 10 mm to 25 mm.
For thickness of tiles above 25 mm and up to 40 mm.
Laying vitrified floor tiles (available with Infopark) in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 800x800 mm
Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
Size of Tile 600x600 mm
Size of Tile 800x800 mm
Size of Tile1000x1000 mm
Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.
Size of Tile 600x600 mm
Size of Tile 800x800 mm
Size of Tile1000x1000 mm
Supplying and laying false ceiling tiles of approved texture in the grid GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation,and backed with a black Glass fiber acoustical fleece.
Supplying and laying false ceiling tiles of approved texture in the grid12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of 9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of 30 mm, backed with non woven tissue on the back side, having an NRC ( Noise Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing
Supplying and fixing C.I cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg
Supplying and fixing C.I cover with out frame for manholes:600 x 600mm or nearest ( heavy duty)
Raising manhole cover and frame slab to required level including dismantling existing slab and making good the damage as required of any size (300 x 300 mm to 750x 750 mm (RCC for raising manhole to be paid seperately)
Providing and fixing mirror of superior glass 6mm thick of any size over 12 mm multi wood of approved make with polythene sheet backing so as to avoid direct contact of moisture with the silver coating on the mirror rear side. Rate shall be inclusive of all hardware, labour, etc, complete. (saintgobain glass)
Supply of Coolie
Engaging Front end loader
KKCONSTRUCTIONS
Esar Fabricators
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