STMC-For 1 nos of roads for a length of 16.500 km under Malkangiri R and B Division (Package 2)

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost of all labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge.

Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 of MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 and 502 of MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 and 503 of MoRTandH Specifications for Road and Bridge works (5th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge.

Providing and laying compacted Bituminous Macadam (Grading-II ) using 60/70 grade Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No.106, 108, 111, 112, 501, 503 , 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) andincluding cost of all materials, labour, TandP, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of 60/70 (VG-30) penetration grade of bitumen, 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 and 508 of MoRTandH Specifications for Road and Bridge works (4th Revision) and including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge.

Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRTandH Specification for Road and Bridge works (5th Revision) and including cost of all labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge.

Gravel backing to aprons and revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 2500 of MoRTandH Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials, labour, TandP, royalty etc complete and as per direction of Engineer-in-Charge.

Rough stone dry packing on Aprons and Revetments with hard granite stone of above.003 cum including cost, conveyance royality of all materials and labour charges etc.complete as per direction of Engineer-In-Charge.

Grouting aprons and revetments of 23cm deep with cement concrete (1:4:8) using 25mm size crushed stone aggregates including cost, conveyance, royality of materials, cost of labour, TandP etc complete as per the direction of the Engineer-in-charge.