Construction of BT Road at Balupanga Main Road Ward No.13 of G.Udayagiri NAC

Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.as per clause 502 of MoSRT&H Specification for Road and Bridge works (4th revision)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MoSRT&H Specification for Road and Bridge works (4th revision)

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per clause 406 of MoSRT&H Specification for Road and Bridge works (4th revision)

Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause 504 of MoSRT&H Specification for Road and Bridge works (4th revision)

Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as peras per clause 508 of MoSRT&H Specification for Road and Bridge works (4th revision)

Earth work in hard soil or gravelly soil within 50m. Initial lead and 1.5m. Initial lift including rough dressing and breaking clods to maximum 5cm.to 7cm. and laying in layers not exceeding 0.3 m. in depth asper direction of the Engineer-in-charge.

Rigid and smooth centering and shuttering for R.C.C. works including false works and dismentalingthen after casting including cost of materials complete.

Cement Concrete (1:4:8) by using 4cm. Size B.H.G. metal including cost, conveyance etc. complete.

Supplying all labour & T&P for R.C.C. work of M 20 using 20mm and down graded hard granite Crusher broken chips including laying, hoisting, Centring & shuttering with all cost, conveyance etc. complete.

Supplying , fitting, fixing, cutting, bending & binding etc of M.S. Rod