Construction of Road from Izmarg main Road to Middle School Izmarg

Engagement of JCB on hourly basis as per the requirement of site all complete as per directions of EIC.

Supply,stacking and laying of Naturally occuring gravel close graded river bed material RBM/Nallah mukh/GSB incl.sorting spreading to template watering and consolidation to required gradient and camber with 80-100KN road roller all inclusive leads,lifts,loading,unloading carriage of materials from nearest source to site of work complete job.Finished work to be measured.

Supplying, stacking , laying , spreading and compacting of Graded crushed stone agg. Of (63mm to 45mm size) WBM GII in uniform thickness including rolling with PRR 8-10 Tone capacity in stages to proper grade and camber applying and brooming requisite type of stone screening 13.2mm size and binding material to fill up the interstics of coarse agg. watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved upto site of work complete job.

Providing laying spreading and compacting graded stone aggregate ( size range 53mm to 0.075mm) to wet mix macadam (wmm) specification including premixing the material with water at OMC in mechanical mix plant , carriage of mixed material by tipper to site for all leads and lifts, laying in uniform layers with mechanical paver finisher 1 in sub-base I base course on well prepared surface and compacting with vibratory roller of 8 to I0 tonne capacity to achieve the desired density , incl all cost & carriage of stone agg. complete as per specification and directions of engineer - in- charge.

Providing and applying tack coat using hot straight run bitumen of 80/100 incl. heating the bitumen and spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road 2 surface to remove dirt , dust, mud, etc and finally booming the surface as per required specification incl. Loading unloading of all materials involved upto the site of work , cost of bitumen on WBM surface@ 0.75kgs/sqm.

Providing and laying 50mm thick compacted premix bituminous macadum base course with crushed stone agg. Of quality size and grading as specified in MORD specification and straight run bitumen ofVG-lO grade @3% By weight of total mix, not less than 60 kgs per cum in hot mixing plant, Transporting and laying mixed material with paver finisher to the required level and grade,i/c rolling with 8 -10 tonne capacity road roller to achieve the required compaction & density i/c cost and carriage of all materials involved from Hot Mix Plant upto site of work within 15km complete +5km additional carriage from Hot Mix Plant upto site i/c all taxes.Complete (The rate) shall be inclusive of cost &carriage of stone agg from Bpr to plant site).

2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and I I .2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). 16.41. I With paving Asphalt grade VG-IO heated and then mixed with solvent at the rate of 70 grams per kg of asphalt.

Providing and Laying 6mm thick compacted seal coat of premixed fine aggregate of bitumen of VG-I() grade (80/100) per cum pf fine agg. (0.768 kgs of bitumen/sqm ) and 0.60 cum of fine aggregate per 100 sqm ofroad surface i/c from Hot Mix Plant ( within 15km) + 5km avg additional carriage from hot mix plant upto site.

Providing and laying RBM/GSB including spreading in layers not exceeding 150mm compacted thickness and consolidation by 8 to I0 tonne power road roller at OMC to achieve atleast 98% of maximum dry density as per IS 2720 to the required camber and grade including all lead, lift carriage complete job.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All kinds of Soil.