Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-AOC | ₹2.1 Cr | L1 | Accepted-AOC L1 hence work awarded |
| 2 | L2₹2.4 Cr+₹30.2 L (14.5%)Rejected-Finance | ₹2.4 Cr+₹30.2 L (14.5%) | L2 | Rejected-Finance Not L-1, hence rejected |
| 3 | L3₹2.6 Cr+₹52.8 L (25.4%)Rejected-Finance N A | NA | NA | 121004 | ₹2.6 Cr+₹52.8 L (25.4%) | L3 | Rejected-Finance Not L-1, hence rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Not fulfilling work experience criteria hence rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical Not fulfilling work experience criteria hence rejected |
Tender Value
₹2.2 Cr
Closing Date
15 Jun 2021, 6:00 pmClosed
AGM (Engg-C), AAI, Belagavi Airport
AGM (Engg-C), Engineering office , AAI, Belagavi Airport
Repairs to Runway, Turning pad, Taxiway etc. at Belagavi Airport
2021_AAI_78569_1
AAI/BGM/Engg.(C)/ Repair to Runway/2021-22
Open Tender
Civil Works
Item Rate
180 days
Belagavi Airport
Refer tender document
15 documents required · 15 mandatory
₹1,180
Exempted
9 May 2022
2 Jun 2021
17 Jun 2021
3 Jun 2021
15 Jun 2021
3 Jun 2021
3 Jun 2021 - 7 Jun 2021
Amount
Dismantling 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 : bituminous road (Note: The work is to be done at night or as per the availability of Runway/Taxiway during non operational hours)
Providing and applying tack coat using hot straight run bitumen of Viscosity grade VG-30(60/70) including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing pavement surface with mechanical broom & air compressor as per specifications: 0.50Kg/Sqm. (Note: The work is to be done at night or as per the availability of Runway/Taxiway during non operational hours)
Providing and laying of Hot Mix Dense Asphaltic Concrete(DAC) using crushed stone aggregate of quality, size and grading as specified and 2% cement by weight of aggregates as 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]. (Note: The work is to be done at night or as per the availability of Runway/Taxiway during non operational hours)
Providing and laying of Hot Mix Semi Dense Asphaltic Concrete (SDAC) using crushed stone aggregate of quality, size and grading as specified and 2% cement by weight of aggregates as 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 Engineers-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]. (Note: The work is to be done at night or as per the availability of Runway/Taxiway during non operational hours)
Providing and laying of Hot Mix Dense Bituminous Macadam(DBM) using crushed stone aggregate of quality, size and grading as specified and 2% cement by weight of aggregates as 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 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]. (Note: The work is to be done at night or as per the availability of Runway/Taxiway during non operational hours)
Supply of runway/taxi track/ apron marking paint of superior & approved make (water based) conforming to IS:164 & AAI Specification in sealed 20 ltr drum to Airport site.
White Paint
Black Paint
Yellow Paint
Red Paint
Painting runway/ taxi track/ apron marking mechanically with adequate no. of coats to give uniform finish with road marking paint of superior & approved make (water based) conforming to IS:164 & AAI Specification as approved by the Engineer- in- Charge i/c cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining out complete (Paint will be supplied by department, agency has to quote rates for application charges only)
New work (Two or more coats)
Old work (one or more coats)
GURUKRUPA ENTERPRISES
Aakar Infra Engineers Pvt Ltd
stage.html
html • 0.05 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .