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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC | ₹1.5 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 Cr+₹3.1 L (2.06%)Rejected-Finance | ₹1.5 Cr+₹3.1 L (2.06%) | L2 | Rejected-Finance Being L2 Rejected |
| 3 | L3₹1.5 Cr+₹3.3 L (2.21%)Rejected-Finance | ₹1.5 Cr+₹3.3 L (2.21%) | L3 | Rejected-Finance Being L3 Rejected |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
8 Jan 2018, 6:00 pmClosed
A V Ramakrishna AGM Engg(Civil)
Off of JGM Engg(Civil), Airports Authority of India Begumpet Airport, Hyderabad Ph. 040 2790 3054 Extn. 376 Ph. 91337 24399
Applying Tack coats Laying Hot Mix Dense Bituminous macadam Laying Hot Mix Semi Dense Asphaltic Concrete Applying Thermoplastic paint Markings
2017_AAI_5348_1
AAI/HYD/RM/Wings-18/W-3/17-18
Open Tender
Civil Works - Roads
Item Rate
45 days
Begumpet Airport, Hyderabad
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,180
Airports Authority of India
₹3.0 L
1 Aug 2024
25 Dec 2017
12 Jan 2018
25 Dec 2017
8 Jan 2018
25 Dec 2017
25 Dec 2017 - 8 Jan 2018
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 medium setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm
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 medium setting bitumen emulsion On bituminous surface @ 0.25kg/sqm
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 95 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 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 114 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight of aggregates as filler material].
Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and ccordance with applicable specifications.
PAKALA JANARDHAN
SARATH CHANDRA CONSTRUCTIONS
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