Grading and Drain works in Extended Operational area at Vijayawada Airport

Amount

Excavation for earthwork in all kinds of soils, with hydraulic excavator and other suitable machinery of required capacity including transporting of material, loading and unloading with all lifts and leads with in airport plot area which includes existing operational area, trimming bottom and side slopes in accordance with requirement of lines, grades and cross section and construction of embankment to the required alignments grades and cross sections, in layers not exceeding 20cm in depth, breaking clods, watering , rolling each layer with power roller of 8-10 ton capacity, compacted to meet the requirement as per technical specifications and drawings complete as per the direction of Engineer- incharge

Cunstruction of embankment with good earth brought out from approved quarrey outside the airport permises.The complete operation will include spreading the moorum with dozzer, dressing, levelling, providing camber, grading with motor grader and consolidating with vibratory roller 8-10 tonne capacity including making good the undulation etc. As per technical specifications and drawings complete and directions of Engineer-In-Charge. (Cost includes all leads, taxes, royalty and operations).

Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with : Stone aggregate 40 mm nominal size

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) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 40 mm nominal size

Dismantling and taking away of Existing Brick work Boundary wall as directed by Engineer in charge including disposal of rubbish beyond AAI premises. Note : Agency has to quote the rate in negative if the takaway material cost is morethan dismatling cost.

Dismantling and taking away of MS Iron gate of size 5m x 2.1m available at old 26 runway end as directed by Engineer in charge including disposal of rubbish if any beyond AAI premises. Note : Agency has to quote the rate in negative if the takaway material cost is morethan dismatling cost.

Dismantling and taking away of Existing barbed wire fencing on Boundary wall as directed by Engineer in charge including disposal of rubbish beyond AAI premises. Note: Agency has to quote the rate in negative if the takaway material cost is morethan dismatling cost.

Dismantling and taking away of MS angles over Boundary wall as directed by Engineer in charge including disposal of rubbish beyond AAI premises. Note : Agency has to quote the rate in negative if the takaway material cost is morethan dismatling cost.

BANAMALI ROUT

SRINIVASA EDIFICE PRIVATE LIMITED

Ruchira Associates

Y SAHITYA

RAJPADMA IN CORP

madhaviengineeringconstructions

alpha engineers

LALITHA CONSTRUCTIONS