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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹29.3 LAccepted-AOC | 1 | Accepted-AOC L-1 Agency | |
| 2 | 2₹29.6 L+₹29,808.40 (1.02%)Rejected-Finance | 2 | Rejected-Finance L-2 Agency | |
| 3 | 3₹31.8 L+₹2.5 L (8.49%)Rejected-Finance | 3 | Rejected-Finance L-3 Agency | |
| 4 | 4₹32.1 L+₹2.7 L (9.25%)Rejected-Finance | 4 | Rejected-Finance L-4 Agency | |
| 5 | 5₹32.5 L+₹3.2 L (10.9%)Rejected-Finance | 5 | Rejected-Finance L-5 Agency |
Tender Value
Refer Docs
EMD Value
₹65,100
Closing Date
18 Sept 2020, 6:00 pmClosed
M S Ravindranath
DGM(Engg-C), AAI, HAL Airport, Bangalore-560017
Construction of Parking shed for staff vehicles at Mysore Airport
2020_AAI_56552_1
AAI/MYS/ENGG(C)/PARKING SHED/2020-21
Open Tender
Civil Works
Item Rate
120 days
Mysore Airport
as per tender document
11 documents required · 11 mandatory
₹1,180
Airports Authority of India
₹65,100
29 Jun 2021
4 Sept 2020
24 Sept 2020
5 Sept 2020
18 Sept 2020
8 Sept 2020
5 Sept 2020 - 8 Sept 2020
Amount
Earth work in excavation by mechnical means ( hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 50m. a) All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:4:8 (1 cement : 4 coarse sand (zone-III): 8 Graded stone stone aggregate 40 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for all heights : a) Foundations, footings, bases of columns, etc. for mass concrete
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : a)Cement mortar 1:6 (1 cement : 6 coarse sand)
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, lead up to 50 m and lift upto 1.5 m.
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 lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.
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 : a)1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. a)Thermo-Mechanically Treated bars of grade Fe-500D or more.
Steel work in built up 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. a)Hot finished welded type tubes
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing and fixing mild steel round holding down bolts with nuts and washer plates complete
Providing and fixing precoated galvanised 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. 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.
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 a) Ridges plain (500 - 600mm)
Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, 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
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 5.0 in foundation and plinth in: a)Cement mortar 1:6 (1 cement : 6 coarse sand)
12 mm cement plaster of mix : a) 1:6 (1 cement: 6 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix : a) 1:6 (1 cement: 6 fine sand)
Finishing walls with Acrylic Smooth exterior paint of required shade :a) 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 : a) Two or more coats on new work
Engaging consultant for designing Scooter/ Car parking shed for it's structural stability including vetting of structural drawing from government engineering institution.
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DORALL INFRASTRUCTURES AND DEVELOPERS PVT LTD
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