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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹84.1 LAccepted-AOC BYPASS ROAD BESIDE YUG BAJAJ SHOWROOM GARIBICHOK PORBANDAR 360577 | PORBANDAR | GUJARAT | 360577 | L1 | Accepted-AOC L1 Bidder | |
| 2 | L2₹93.7 L+₹9.6 L (11.5%)Rejected-Finance SHREEJI SADAN SATYAM PARK AMARNAGAR ROAD JETPUR RAJKOT 360370 | JETPUR | RAJKOT | GUJARAT | 360370 | L2 | Rejected-Finance L2 Bidder | |
| 3 | L3₹96.3 L+₹12.3 L (14.6%)Rejected-Finance 303 ISCON MALL NEAR BIG BAZAR 150 FT RING ROAD RAJKOT 360001 GUJRAT | RAJKOT | GUJARAT | 360001 | L3 | Rejected-Finance L3 Bidder | |
| 4 | L4₹1.0 Cr+₹19.1 L (22.7%)Rejected-Finance | L4 | Rejected-Finance L4 Bidder |
Tender Value
₹88.8 L
EMD Value
₹1.8 L
Closing Date
15 Nov 2023, 6:00 pmClosed
AGM (E-C), Diu Airport
Diu Airport, Diu
Resurfacing of Old Apron at Diu Airport (2nd Call).
2023_AAI_173254_1
AAI/DIU/AGM (E-C)/W-20/E-NIT/2/2023-24
Open Tender
Civil Works
Item Rate
120 days
Diu Airport
As per NIT
14 documents required · 14 mandatory
₹1,180
₹1.8 L
21 Jun 2024
4 Nov 2023
17 Nov 2023
5 Nov 2023
15 Nov 2023
5 Nov 2023
5 Nov 2023 - 8 Nov 2023
Amount
Providing and applying tack coat suitable low viscosity paving bitumen of VG 10 grade conforming to IS:73), 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 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 achive the specified values of compaction, strength, surface accuracy complete [for tencering purpose, VG bitumen of grade VG - 30(60/70) shall be taken as 110 Kg/m3 of mix supplied in bulk produced by Gov. 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 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 specifications, drawings as directed by enginner-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 (60/70) shall be taken as 120 Kg/m3 of mix supplied in bulk produced by Govt. refineries and 2% cement by weight of aggregates as filller material]
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 specifications, drawings as directed by enginner-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 (60/70) shall be taken as 135 Kg/m3 of mix supplied in bulk produced by Govt. refineries and 2% cement by weight of aggregates as filller material]
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)
White washing with lime to give an even shade : New work (three or more coats)
Jay Prakashbhai Tilara
Shreejikrupa Project Limited
Umiya Construction
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