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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86.5 LAccepted-Finance PLOT NO 67 VIMPUR P O NEW BAPUJI NAGAR P S AIRFIELD BHUBANESWAR PIN 751020 KHURDA ODISHA | KHORDHA | ODISHA | 751020 | L1 | Accepted-Finance L-1 | |
| 2 | L2₹87.4 L+₹97,042 (1.12%)Rejected-Finance | L2 | Rejected-Finance L-2 | |
| 3 | L3₹94.9 L+₹8.4 L (9.76%)Rejected-Finance | L3 | Rejected-Finance L-3 | |
| 4 | L4₹99.0 L+₹12.5 L (14.5%)Rejected-Finance 0 DHANA TEJA BARARI DHANA TEJA MATHURA MATHURA UTTAR PRADESH 281005 | MATHURA | UTTAR PRADESH | 281005 | L4 | Rejected-Finance L-4 | |
| 5 | L5₹1.2 Cr+₹31.4 L (36.4%)Rejected-Finance | L5 | Rejected-Finance L-5 |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
10 Apr 2024, 6:00 pmClosed
AGM, O/o Airport Director, Bhubaneswar
O/o Airport Director, Bhubaneswar
Development of area surrounding to Martyars platform beside Terminal T2 at Biju Patnaik International Airport, Bhubaneswar
2024_AAI_191938_1
AA/BS/ENGG(C)/NIT- 20/2023-24
Open Tender
Civil Works
Works
180 days
B.P.I. Airport, Bhubaneswar
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,180
₹2.6 L
10 May 2024
20 Mar 2024
12 Apr 2024
20 Mar 2024
10 Apr 2024
20 Mar 2024
20 Mar 2024 - 27 Mar 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 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.
Supplying and filling crushed stone dust in layers of 15 cm depth, removal of stumps,roots etc. and rolling each layer with power road roller of 8-12 tonne capacity, dressing to the required grade, camber and slope complete as per specifications and as directed by Engineer-in-charge. (The item includes cost of work, payment of necessary royality, carriage of crusher dust upto work site for all leads and lifts involved. Payment to be made for compacted quantity only).
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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Brick work with flyash 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)
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)
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
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
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete.
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
12 mm cement plaster finished with a floating coat of neat cement of mix :
Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats)
AMRIT RANJAN NAYAK
M/S SANJAY VERMA
S.K. CONSTRUCTION
G2C CONSTRUCTION
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