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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.1 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹74.9 L+₹6.8 L (9.97%)Rejected-AOC | L2 | Rejected-AOC HIGHEST BIDDER | |
| 3 | L3₹75.4 L+₹7.2 L (10.6%)Rejected-AOC | L3 | Rejected-AOC HIGHEST BIDDER | |
| 4 | L4₹77.2 L+₹9.1 L (13.3%)Rejected-AOC 801 RAMESHWAR APARTMENT JALARAM T STREET NO 2 3 UNIVERSITY ROAD RAJKOT 360005 GUJRAT | RAJKOT | GUJARAT | 360005 | L4 | Rejected-AOC HIGHEST BIDDER | |
| 5 | L5₹78.1 L+₹10.0 L (14.6%)Rejected-AOC | L5 | Rejected-AOC HIGHEST BIDDER |
Tender Value
₹91.1 L
EMD Value
₹1.8 L
Closing Date
23 Jan 2018, 6:00 pmClosed
Sr. Manager(Engg-C),
Office of Sr. Manager (Engg-C), Vadodara Airport
Repair and raising height of property wall at Vadodara Airport.
2018_AAI_6141_1
AAI/VAD/Rais-Ht/Engg(C)
Open Tender
Civil Works
Item Rate
180 days
VADODARA AIRPORT
As per Tender document
6 documents required · 6 mandatory
₹1,120
Airports Authority of India
₹1.8 L
25 Jan 2020
12 Jan 2018
25 Jan 2018
12 Jan 2018
23 Jan 2018
12 Jan 2018
12 Jan 2018 - 19 Jan 2018
Amount
Demolishing R.C.C. work manually / by mechanical means in control way so that existing reinforcement may not be damaged and longitudinal bar of any dia may be welded/bind as per direction of Engineer - in- charge.
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in -charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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 : 1:2:4 (1 Cement : 2 coarse sand : 4 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).
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts.
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.
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.
Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:6 (1 cement : 6 Coarse sand)
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.
12 mm cement plaster of mix: 1:6 (1 cement : 6 coarse sand)
15 mm cement plaster on the rough side of single or half brick wall of mix:1:6 (1 cement : 6 coarse sand)
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1cement: 4 coarse sand).
Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface.
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).
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work.
Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.60 mm (+ 0.05 %) of TATA/JSPL brand 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 Engineerin-charge. The sheet shall be fixed using anticorrosive corroshield self drilling /self tapping screws of size (5.5x 25 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.
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
SAUMYA CONSTRUCTION
M/S OM GANGA HORTICULTURE
Parikh Kashyap Indulal
Shivam Construction
SHIV ENTERPRISE
M/s. Shantilal B. Patel
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