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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹62.6 LAccepted-AOC B 104 MADHUVISHWA SNO 13 2 13 3 14 3 DP ROAD NEAR PERIVIKAL SCHOOL BAVDHAN BK PUNE MAHARASHTRA 411021 | PUNE | MAHARASHTRA | 411021 | ₹62.6 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹70.7 L+₹8.0 L (12.8%)Rejected-Finance 801 RAMESHWAR APARTMENT JALARAM T STREET NO 2 3 UNIVERSITY ROAD RAJKOT 360005 GUJRAT | RAJKOT | GUJARAT | 360005 | ₹70.7 L+₹8.0 L (12.8%) | L-2 | Rejected-Finance L-2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not qualified as per NIT |
Tender Value
₹74.2 L
EMD Value
₹1.5 L
Closing Date
5 Dec 2023, 10:00 amClosed
AGM (ENGG-CIVIL)
ATS Complex, Airports Authority of India, Aurangabad Airport
Reconfiguration of existing Terminal Building at Aurangabad Airport - SH -Provision of Porta Cabins and allied civil works for shifting offices from terminal building near Cargo building road at Aurangabad Airport
2023_AAI_175759_1
AAI/AUR/E-C/W-131/2023
Open Tender
Civil Works
Item Rate
90 days
Aurangabad Airport
As per NIT and Tender document
5 documents required · 5 mandatory
₹1,180
₹1.5 L
13 Dec 2023
27 Nov 2023
6 Dec 2023
27 Nov 2023
5 Dec 2023
27 Nov 2023
27 Nov 2023 - 30 Nov 2023
Amount
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 within airport premises including all leads and lift up to 1.5m, 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 airport premises including all leads and lifts
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 (zone-III) : 8 graded stone aggregate 40 mm nominal size)
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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
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 (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete
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 of grade Fe-500D or more
15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)
Brick work with common burnt clay F.P.S. (non modular) Red / Fly ash bricks of class designation 5.0 in foundation and plinth in -Cement mortar 1:4 (1 cement : 4 coarse sand)
Supplying and filling in plinth with crushed sand /locally available sand under floors, including watering, ramming, consolidating and dressing complete.
Supply and installation of Porta cabins for offices (liftable and shiftable) of size 6 m length, 3 m width and 2.4 m height made up of MS structure with tubular and angular structural sections, with exterior skin of 1mm thick MS corrugated sheet prepainted with anticorrosive epoxy paint with epoxy primer with Internal wall panelling (50mm thick rockwool of density 48kg/m3) and roof (50mm thick glasswool of density 24kg/m3) with minimum 5.5mm thick prelaminated MDF board and flat roof in 1mm thick MS corrugated sheet with proper slope for water drainage with glasswool insulation, with false ceiling made up of 5.5mm thick pre laminated MDF board, with flooring on bottom frame of 18mm thick cement fiber board and 1mm thik PVC Vinyl carpet fixed on the top of it, with external opening type MS Doors 900mm width with locking arrangements and handles with windows of aluminium power coated / UPVC windows, with concealed internal wiring, Electrical fittings, Split Type AC 1.5 Tonne (5 star rating) as per technical specifications etc. all complete as per direction of Engineer-in-Charge.
Supply and installation of Porta cabins for toilet (liftable and shiftable) of size 6 m length, 3 m width and 2.4 m height made up of MS structure with tubular and angular structural sections, with exterior skin of 1mm thick MS corrugated sheet prepainted with anticorrosive epoxy paint with epoxy primer with Internal wall panelling (50mm thick rockwool of density 48kg/m3) and roof (50mm thick glasswool of density 24kg/m3) with minimum 3mm thick plane ACP (Aluminium composite Panel) sheet and flat roof in 1mm thick CR corrugated sheet with proper slope for water drainage with glasswool insulation and top inner false ceiling decorated with 3 mm thick plane ACP (Aluminium composite Panel) sheet with flooring on bottom frame of 18mm thick cement fiber board and 1mm thik PVC Vinyl carpet fixed on the top of it, with false ceiling made up of 5.5mm thick pre laminated MDF board, with external opening type 2 nos. MS Doors 900mm width with locking arrangements and handles with openings for exhaust fans on outer wall, with concealed internal wiring, Electrical fittings, sanitary fittings as per technical specifications etc. all complete as per direction of Engineer-in-Charge.
Parikh Kashyap Indulal
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