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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 CrAccepted-AOC | ₹2.0 Cr | L1 | Accepted-AOC L1 Agency |
| 2 | L2₹2.0 Cr+₹5.3 L (2.65%)Rejected-Finance | ₹2.0 Cr+₹5.3 L (2.65%) | L2 | Rejected-Finance Not Being L1 |
| 3 | L3₹2.1 Cr+₹9.1 L (4.59%)Rejected-Finance | ₹2.1 Cr+₹9.1 L (4.59%) | L3 | Rejected-Finance Not Being L1 |
| 4 | L4₹2.2 Cr+₹17.4 L (8.72%)Rejected-Finance | ₹2.2 Cr+₹17.4 L (8.72%) | L4 | Rejected-Finance Not Being L1 |
| 5 | Rejected-Technical 20 OLD RAJ MOHALLA INDORE 452002 | INDORE | MADHYA PRADESH | 452002 | - | - | Rejected-Technical Not fulfill Eligibility Criteria |
Tender Value
₹2.2 Cr
EMD Value
₹4.3 L
Closing Date
29 Mar 2024, 6:00 pmClosed
AGM (E-C), AAI, DBAI Airport, Nagpur.
O/o. AGM (E-C), AAI, DBAI Airport, Nagpur.
Re-carpeting of Runway Partly at Akola Airport
2024_AAI_190299_1
Re-carpeting of Runway Akola Airport
Open Tender
Civil Works - Roads
Item Rate
60 days
Akola Airport
Please refer Tender documents.
13 documents required · 13 mandatory
₹1,180
₹4.3 L
21 May 2024
7 Mar 2024
1 Apr 2024
8 Mar 2024
29 Mar 2024
8 Mar 2024
8 Mar 2024 - 16 Mar 2024
Amount
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen emulsion On bituminous surface @ 0.25kg/sqm
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
Providing and laying of Hot Mix Semi Dense Asphaltic Concrete (SDAC) using crushed stone aggregate of quality, size and grading as specified and filler as specified and Viscosity Grade Bitumen (supplied in bulk) in proportions as per job mix formula and laid to specified levels, grade and camber as per specification, drawings and as directed by the Engineer-in- Charge including compacting with 8-10 tonne, preferably vibratory road roller of adequate capacity to achieve the specified values of compaction, strength, surface accuracy complete [for tendering purpose VG bitumen of grade VG-30 content shall be taken as 120 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material.
White washing with lime to give an even shade : New work (three or more coats)
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. (a) New work (Two or more coats)
m/s mangalam infra
M/s A M KOTHARI
M/s Oberoi Constructions
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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