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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.1 CrAccepted-AOC 3RD FLOOR T 19 SUKAN MALL NEAR RAJSTHAN HOSPITAL SHAHIBAUG AHMEDABAD GUJARAT 380004 | AHMADABAD | GUJARAT | 380004 | ₹19.1 Cr | L1 | Accepted-AOC Agency has quoted the Lowest amount |
| 2 | L2₹19.4 CrRejected-Finance CHINAR COMMERCIAL COMPLEX THE BUND RESIDENCY ROAD SRINAGAR 190 001 | SRINAGAR | SRINAGAR | JAMMU AND KASHMIR | 190001 | ₹19.4 Cr | L2 | Rejected-Finance Rates quoted by the bidder are higher than L1 Bidder |
| 3 | L3₹19.9 CrRejected-Finance 7 60 RAMESH NAGAR NEW DELHI 15 | WEST | DELHI | 110015 | ₹19.9 Cr | L3 | Rejected-Finance Rates quoted by the bidder are higher than L1 Bidder |
| 4 | L4₹19.9 CrRejected-Finance 32 SAGAR SOCIETY ROAD NO 2 BANJARA HIILS HYDERABAD 500034 TELENGANA | ₹19.9 Cr | L4 | Rejected-Finance Rates quoted by the bidder are higher than L1 Bidder |
| 5 | L5₹20.1 CrRejected-Finance CHAMOGURI SATRA KAMALABARI CITY TOWN MAJULI P O KAMALABARI P S MAJULI DIST MAJULI PIN 785110 | MAJULI | MAJULI | ASSAM | 785110 | ₹20.1 Cr | L5 | Rejected-Finance Rates quoted by the bidder are higher than L1 Bidder |
Tender Value
₹25.4 Cr
EMD Value
₹50.9 L
Closing Date
25 Jan 2024, 6:00 pmClosed
SM (E-C), AAI, Dehradun Airport
O/o SM (E-C), AAI, Dehradun Airport
Augmentation of drainage system i/c widening of basic strip at Dehradun Airport
2024_AAI_179988_1
AAI/DDN/ENGG/DRAIN/2024/01
Open Tender
Civil Works
180 days
Dehradun Airport
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,180
₹50.9 L
Yes
23 Apr 2025
2 Jan 2024
29 Jan 2024
2 Jan 2024
25 Jan 2024
2 Jan 2024
2 Jan 2024 - 8 Jan 2024
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift as directed by Engineer-in?charge. All kinds of soil
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)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar
Taking away of Serviceable Bricks obtained after dismantling of Brick work as per direction of Engineer-in-charge.
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) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns.
Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M35 grade with minimum cement content of 370 kg /cum
Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum
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.
Add for using extra cement in the items of design mix over and above the specified cement content therein.
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
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
12 mm cement plaster of mix : 1:6 (1 cement : 6 coarse sand)
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)
Earthwork i/c loading, carriage, unloading and spreading of available earth in ( with in AAI premises) layers at site all complete as per direction and satisfaction of Engineer-In-Charge. Upto 5 Km lead.
Supplying and Spreading of suitable earth (i/c royalty and carriage) in required thickness and desired level, spreading suitable earth in layer not exceeding 20cm in depth at Site all complete as per direction and satisfaction of Engineer-In-Charge with unsoaked CBR max 10% upto 150 mm depth from finished top. (Note*: Aspirant Bidders should do local market survey for determining the rate of suitable soil before entering bid rate.)
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
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.
M M SHAWL ENGINEERS & CONTRACTORS PVT LTD
S.N Malhotra and Sons
Credible Engineering Construction Projects Ltd
BRN INFRASTRUCTURES PRIVATE LIMITED
SHIVA BUILDTECH PVT LTD
Makin Developers Pvt Ltd
M/S GOMDHARI
N S Associates Pvt Ltd.
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