Development of Warangal Airport. SH- Runway re-construction, Apron with GSE area, Link Taxi, Isolation Bay, Perimeter Road, Emergency Access Road and Miscellaneous works.

Demolishing cement concrete manually/by mechanical means and disposal of material within Airport premises lead as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

Demolishing cement concrete manually/by mechanical means and disposal of material within Airport premises lead as per direction of Engineer-in-charge. Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

Earthwork excavation in all kinds of soil with hydraulic excavator including cutting and loading in tippers, trimiming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location with all lifts and leads within airport premises and compacting the ground to meet requirement of table 300.2 for sub grade construction all complete as per satisfaction and direction of Engineer-In-Charge.: All kind of Soil (Ref. Morth Specification Section 301 & 305.3.4)

Earthwork excavation in ordinary rock using hydraulic excavator including cutting and loading in tippers, trimiming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location with all lifts and leads within airport premises as per satisfaction and direction of Engineer-In-Charge. Ordinary rock, (Ref. Morth Specification Section 301)

Construction of embankment with available earth in layers not exceeding 20cm (loose) in depth (or any thickness as approved by the Engineer-in-Charge in case vibratory roller / soil compactor is used) including breaking clods, watering, consolidating each layer with power road roller 8-10 tonnes weight or vibratory roller /soil compactor of adequate capacity under optimum moisture content condition to give the maximum laboratory dry density (standard proctor density) as per table 300 - 2 of Morth specifications complete including leveling fine dressing to the required grade, camber and slope complete as per MORTH specifications and direction of the Engineer-in-Charge with all leads and lifts (Payment to be made for compacted quantity only), (Ref. Morth Specification section 305).

Construction of embankment with Moorum in layers not exceeding 20cm (loose) in depth (or any thickness as approved by the Engineer-in-Charge in case vibratory roller / soil compactor is used) including breaking clods, watering, consolidating each layer with power road roller 8-10 tonnes weight or vibratory roller /soil compactor of adequate capacity under optimum moisture content condition to give the maximum laboratory dry density (standard proctor density) as per table 300 - 2 of Morth specifications complete including leveling fine dressing to the required grade, camber and slope complete as per MORTH specifications and direction of the Engineer-in-Charge with all leads and lifts with in Airport permises (Payment to be made for compacted quantity only). (Ref. Morth Specification Section 305),

Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses, plinth and string coarses etc.

Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)