Widening and strengthening work of Kheda Shilajeet to Sarila Town Road (ODR) (Length 9.15 Km)

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Construction of granular sub-base by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (By Mix in Place Method)

Providing laying spreading and compacting of granular stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mix material by Tipper to site, grading with motor grader, spreading of cement using truck mounted / self propelled cement spreader shall have variable working width microprocessor controlled spray rate through augers and cellular wheels. The aggregate shall be in situ pulverized/ stabilize using four wheeled drive recycler having working depth up to 50 cm with variable depth control system. Compacting with vibratory roller to achieve desired Unconfined compressive strength and form a layer of Base as per specification. (WMM+4% OPC)

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 406-4.14)

Providing and applying primer coat with SS1 grade bitumen emulsion onprepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sum using mechanical means. As per MORT&H Clause 502- 5.01

Providing and applying tack coat with bitumen VG-10 bitumen pressure distributor at the rate of 0.25 kg per sum on the prepared bituminous surface cleaned with mechanical broom. As per MORT&H Clause 503

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 Percent 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 MORTH specificationclause No. 507 complete in all respects