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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.6 LAccepted-AOC KOYADAN CHOYIKUNIMAL MULLAKODI PO MAYYIL KANNUR PIN 670602 | MAYYIL | KANNUR | KERALA | 670602 | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹44.4 L+₹2.8 L (6.70%)Rejected-AOC | L2 | Rejected-AOC L2 Bidder | |
| 3 | L3₹56.4 L+₹14.8 L (35.5%)Rejected-AOC KERALA INDIA 682030 | ERNAKULAM | KERALA | 682030 | L3 | Rejected-AOC L3 Bidder |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
2 Jan 2021, 12:00 pmClosed
MANAGING DIRECTOR
KELTRON COMPONENT COMPLEX LIMITED Kalliasseri P.O, Kannur 670 562, Kerala, India
CONSTRUCTION OF WAREHOUSE
2020_KCCL_401455_1
KCCL/CEP/T/008T
Open Tender
Civil Works - Buildings
Item Wise
90 days
Keltron Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
Yes
₹50,000
Yes
18 Feb 2021
19 Dec 2020
4 Jan 2021
19 Dec 2020
2 Jan 2021
19 Dec 2020
2.8.1 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 as directed, within a lead of 50 m.All kinds of soil
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)
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
5.22.6 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
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.
50.6.7.1 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
50.6.7.2 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
4.2.2 Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing: 1:11/2:3 (1 cement : 11/2 coarse sand :3 graded stone aggregate 20 mm nominal size)
5.3 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 floorfive 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).
4.1.3 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)
13.1.1, 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.43.1 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work
13.46.1 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)
21.1.1.1Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS :733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up thegaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc.Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereverrequired including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steelscrews, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing,paneling and dash fasteners to be paid for separately):For fixed portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
21.1.2.1For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and makingprovision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasketrequired (Fittings shall be paid for separately)Anodised aluminium ( anodised transparent or dyed torequired shade according to IS : 1868, Minimum anodic coating of grade AC 15)
10.31Providing and fixing angle iron frames for doors, windows and ventilators of mildsteel Angle sections ofsize 35x35x5 mm, joints mitred and welded by angle iron35x35x5 mm or 35x 5 mm flat pieces to theexisting T-iron frame or to the wall withdash fastener, including fixing of necessary butt hinges andscrews and applying apriming coat of approved steel primer, all complete as per the direction of Engineer In charge.
21.3.1Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDMrubber / 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
50.10.1 Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
50.10.2 Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
13.61.1 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
50.18.9.18.1 Providing and fixing PVC pipes including fixing the pipe with clamps/clips at 1.00 m spacing. This included jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 75 mm dia 6Kgf/cm2 - External work- Exposed on wall
50.18.9.21.2 Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75 mm dia 45 degree Elbow
50.18.9.21.4 Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Bend
Providing and fixing Aluminium trafford sheet pre-coated (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.47mm or nearest thickness, total coated 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and thickness with zinc coating 120 grams per sqm asper IS:277, in 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 12m 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 upto any pitch in horizontal/vertical or curved surfaces, excluding the cost of purlin, rafters and trusses and including cutting to size and shape wherever required.
Supplying and fixing 200mm dia.PVC rain water gutter semi circular section including fitting with 32mmx5mm MS flat supporters at 1m interval etc.complete
200 mm dia PVC drop
Providing and fixing roof mounted exhaust fans
Providing and fixing door closer(Godrej)
RAJEEV P I
R. Sajikumar
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