Const. of Culvert over Seelam Nallah village Khaddergal, Panchayat Palli.

Designing, Commissioning and Construction of 15.00 mtrs. Span RCC Motorable ( 5 mtrs carriageway width ) with railings on both sides of bridge on EPC mode ( Engineer Procurement and Construction ) RCC wearing coat, including Dewatering / Pumping out water from irrigation canal / seepage / broken water rains, glow studs and painting etc. including the re-construction of side walls and bed of Nallah damaged during execution of work and site investigation as per IRC / MORTH specification, Hydraulic data investigations, supply of all drawings duly vetted by Design Directorate / IIT / NIT.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base I base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in Charge ( with all leads and lifts carriage complete )

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge, 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications, on W.B.M. @ 0.75 Kg/sqm.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres ( All kinds of soil )

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with, 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), with all leads and lifts carriage complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), with all leads and lifts carriage complete.

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

Supply of Backhoe loader / excavator for dismantling old bridge and disposal of malba complete job as directed by Engineer-in-charge.