Integrated development of 45mtr wide master plan road with service road, green belt, footpath, drain and parking near saidpur bhiwadi.

Clearing and grubbing road land including uprooting wild vegetation,grass, bushes,shrubs,sapling sand trees of girth upto 300mm,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned,upto a lead of1000 m including removal and disposal of toporganic soil not exceeding150mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means In area of non-thorny jungle.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3

Granular Sub-Base with Close Graded Material (Table:- 400-1) Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-I Material

Water Bound Macadam Sub-base/base with Stone Screening WBM Grading I Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate. By Mechnical Means

Providing, laying,spreading and compacting graded ston e aggregate to Wet Mix Macadam specification including premixing the materia lwith water at OMC in mechanical mixer (PugMill),carriage o fmixed material by tipper tosite, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80to100 kN weight toachieve the desired density including lighting,barricading and maintenanceof diversion,etc as perTables400-12&400-13 and MoRTH Specification Clause 406 By Mechanical Means with all lead

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. Providing and applying tack coat with Bitumen emulsion (RS-1)

Providing and laying dense graded bituminous macadam (DBM) with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total 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 Specifications Clause 505 complete in all respects. Bitumen (VG-30), Grading - I (37.50mm (Nominal Size))

Providing and laying bituminous concrete (BC) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 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 per MoRTH Specifications Clause 507 complete in all respects,for Grading-II (13 mm nominal size) Bitumen (VG-30)

Marking centre Line and stop llnes etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with glass beadslaid on the road surface at temperature 160"C with a special applicatormachine complete with a special applicator machine complete with labour material and traffic diversion arranaements