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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.5 LAccepted-Finance | L1 | Accepted-Finance QUALIFIED | |
| 2 | L2₹81.4 L+₹2.9 L (3.73%)Rejected-Finance 129 1A PARVEEN COLONY TRIKUTA NAGAR JAMMU 180012 | JAMMU | JAMMU AND KASHMIR | 180012 | L2 | Rejected-Finance NOT QUALIFIED | |
| 3 | Rejected-Technical | - | Rejected-Technical DISQUALIFIED |
Tender Value
Refer Docs
EMD Value
₹1.1 L
Closing Date
13 Mar 2024, 6:00 pmClosed
AGM (E-C)
O/o AIRPORT DIECTOR AIRPORTS AUTHORITY OF INDIA CIVIL AIRPORT JAMMU
Special repair of Taxi track -A at Civil Airport Jammu (Re-Call)
2024_AAI_187689_1
AAI/JAMMU/ENGG. CIVIL/TAXI REPAIR/2024/03
Open Tender
Civil Works
Item Rate
90 days
CIVIL AIRPORT JAMMU
AS PER NIT
11 documents required · 11 mandatory
₹1,180
₹1.1 L
15 May 2024
22 Feb 2024
15 Mar 2024
22 Feb 2024
13 Mar 2024
22 Feb 2024
22 Feb 2024 - 29 Feb 2024
Amount
Dismantling of flexible pavement by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.
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) 0.20 Kg/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 filler as specified and Viscosity Grade Bitumen VG-30 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 filler as specified and Viscosity Grade Bitumen VG-30 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].
Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make asapproved by the Engineer-in-charge, i/c cleaning the surface of aildirt, scales, oil, grease and other foreign mater;al etc. and lining outcomplete. New work (Two or more coats)
Vipan Kumar Verma
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