Repair and Maintenance of road connecting Vishnupuri Substation and Check post to Vishnupuri office under Shivpuri Sub area of Pench Area.

Scarifying existing bitumnous surface to a depth of 50 mm by mechanical means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified matenal With in all lifts and lead upto 1000 metres.

Providing, laying, spreading and compacting graded stone aggregate to wet rmx macadam specification Including premtnng the Material with water at OMC tn mechanical mnx plant carnage of mixed Material by upper to site, laying in uniform layers with paver in sub- base I base course on well prepared surface and compacting with vibratory roller to achieve the desired density in accordance to Table No. 400-12. 400-13 and as per clause of section 406 of specifications.

Providing and applying tack coat with catonic bitumen emulsion (RS-1) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications.(ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /granular surfaces treated with primer).

Providing and laying bitumtnous macadam 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 clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of spec,ficauons. a) using Batch Mix Pint of appropriate capacity and Paver finisher Hydraustatic with sensor for Gradingll(19 mm nominal Size) bitumen content 3.5%

Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 per clause 507 of specification a) Using Batch Mix Plant of appropriate capacity and Paver Finisher Hydraustatic with Sensor control.(i) for Grading-II ( 30-45 mm thickness ) with 60/70 bitumen (VG-30).

Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan), includingdressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil.

Total impact of GST for the purpose of CTC

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