Improvement such as widening strengthening to Fatabahal Fasad road from 0/643 km to 0/673 km, 8/546km to 8/646 km.

Scarifying and removing existing Bituminous surface to the required depth and disposal of scarified material within all lifts and lead up to 100 meters as per Clause Numbers. 305.4.3, 305.8, 305.9.6, 501.8.3.2, 501.8.7.2, 501.8.8.1 and Section 900 of Specification for for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) and including cost of all materials, labour, T and P, taxes, royality etc. complete in all respect and as per direction of Engineer-in-charge.

Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause Numbers. 501.8.3.2 and 501.8.8.1 for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision)and as per direction of Engineer-in-charge.

Construction of embankment with material obtain from selected borrow pit with 5 KM lead spreading grading with grader to required slop and compacting to meet the required density as per table 300-2

Fine dressing and turfing the slops of the dam or dyke with compact Dub grass with all lifts and within initial lead of 1km and as per the direction of the Engineer-in-charge

Construction of granular sub base by providing coarse graded granular sub base grading-II martial as per table 402-1, spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with motivator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MoRTSandH specification for Road and Bridge works(4th Revision)

Providing compacted granular materials in sholder by using moorum as per clause 407 of MoRTandH Specifications for Road and Bridge work (4th Revision).

Providing, laying, spreading and compacting of graded stone aggregates to Wet Mix Macadam specification including premixing the materials to 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 No.406 of specification for Road and Bridge works(4th Revision)

Providing and applying primer coat with bitumen emulsion on prepared surface of granural base including cleaning the road surface and spreading primer @ 0.60kg per Square Meters uaing mechanical means as per ciuse 502 of MORTandH specification for road and Bridge works (4th Revision)

Providing and applying tack coat with hot bitumen using bitumen pressure distributor @ 0.20kg per Square Meters on prepared bituminous surface/ @ of 0.30kg per Square Meters on granular surface cleaned with mechanical broom.As per clause 503 of MORTH specificatin for road and bridge work (4th Revision)

Providing and laying Bituminous Macadam using crushed aggregate of grading-2 materials premixed with bitumenous binder, transported to site, laid over a previous prepared surface with hydrostatic paver finisher with sensor control to the required grade and level and alignmentand rolled as per Clause No.-501-6 and 501-7 to achive the desired compaction as per Clause 504 of MoSRTandH Specifications for Road and Bridge works (4th Revision)