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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 CrAccepted-AOC 73D SOUTH SINTHEE ROAD KOLKATA 700030 | 24 PARAGANAS NORTH | WEST BENGAL | 700030 | ₹6.6 Cr | L1 | Accepted-AOC L1 bidder |
| 2 | L2₹6.8 Cr+₹21.5 L (3.24%)Rejected-Finance | ₹6.8 Cr+₹21.5 L (3.24%) | L2 | Rejected-Finance L2 bidder |
| 3 | L3₹7.9 Cr+₹1.2 Cr (18.7%)Rejected-Finance | ₹7.9 Cr+₹1.2 Cr (18.7%) | L3 | Rejected-Finance L3 bidder |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not fulfill the NIT criteria. |
Tender Value
₹9.3 Cr
EMD Value
₹18.5 L
Closing Date
20 Apr 2023, 6:00 pmClosed
AGM (E-C)
AAI, Bagdogra Airport, Bagdogra
Resurfacing of Runway, Taxiway and Apron at Cooch Behar Airport
2023_AAI_150603_1
AAI/BD/Engg.C/NIT-08/CB/22-23
Open Tender
Civil Works
Item Rate
180 days
Bagdogra Airport
As per NIT.
5 documents required · 5 mandatory
₹3,540
₹18.5 L
Yes
6 Jul 2023
30 Mar 2023
25 Apr 2023
30 Mar 2023
20 Apr 2023
30 Mar 2023
30 Mar 2023 - 13 Apr 2023
Amount
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).
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. Old work (One or more coats).
Providing and applying tack coat using bitumen emulsion (Rapid setting) complying with IS:8887, spraying the bitumen with mechanically operated spray unit at the rate specified below, cleaning and preparing the Existing pavement surface as per specifications complete in all respects as per direction of Engineer-in-charge. If the actual quantity of bitumen varies from the quantity specified, Necessary cost adjustment for deviation in the quantity of bitumen shall be done as per rate in actual supply voucher from nearest refinery at the time of execution. The rate of bitumen exclusive of GST shall only be considered for payment. a) 0.20kg/ Sqm on existing bituminous surface.
Providing and laying of Hot Mix Dense Asphaltic Concrete(DAC) using crushed stone aggregate of quality, size and grading as specified and Cement filler of quality 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 135 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% Cement by weight of aggregates as filler material.)
Providing and laying of Hot Mix Semi Dense Asphaltic Concrete(SDAC) using crushed stone aggregate of quality, size and grading as specified and Cement filler of quality 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.)
Providing and laying of Hot Mix Dense Bituminous Macadam(DBM) using crushed stone aggregate of quality, size and grading as specified and Cement filler of quality as specifled 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 bitumen of grade VG -30 shall be taken as 110 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2 % Cement by weight of aggregates as filler material.)
S G CONSTRUCTIONS
R K MISHRA AND COMPANY
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