Re-carpeting of Runway at Bhavnagar Airport, Bhavnagar

Amount

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. For tendering purpose Viscosity grade bitumen content shall be taken as 0.6Kg/sqm

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. For tendering purpose Viscosity grade bitumen content shall be taken as 0.35Kg/sqm

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 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 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 120 kg/m3 of mix supplied in bulk produced by Govt. Refineries and 2% cement by weight 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 as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign mater;al etc. and lining out. New work (Two or more coats) complete.

Pawansut Infra Projects Pvt. Ltd.

Om construction co.

JKG INFRATECH PRIVATE LIMITED

R M DASA INFRASTRUCTURE PRIVATE LIMITED

M.S.Khurana Engineering Limited

NSC Projects Pvt. Ltd.

R K MISHRA AND COMPANY

Kalthia Engineering and Construction Ltd