Maintenance and Upgradation of Road No.1,4(P),6 and 16 at IA Talanagri Sector-I Aligarh

Amount

Supply and stacking of 22.4 -53 mm gague apporoved stone ballast (10 Cm loose) for top coat in patches and under tiles duly stacked on road side true to template including dressing surface where materails is to be stacked including cost of materials its cartage octoi royalty, labour T & P etc reqiured for proper completion of the work as per direction of Engineer incharge.

Supply and stacking of stone dust octoi royalty, labour T & P etc reqiured for proper completion of the work as per direction of Engineer incharge. Rate from Ghatri for Non bituminus work.

Consolidation of 22.4 -53 mm gague hard stone ballast for 10 Cm thick including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water also including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials its T & P etc reqiured for proper completion of the work water for consolidation to be arranged by the contractor himself at his own cost as per direction of Engineer incharge

Water allowance to be allowed required for proper completion of the work as per direction of Engineer incharge.

Providing and Laying surface dressing as wearing course in single coat using crushed stone aggregate of specified size on a layer of bituminous binder laid on proposed surface and rolling with 8-10 tonne smooth wheeled steel roller also including (0.60 Kg/sqm) cost of tack coat etc as per direction of Engineer incharge.

Providing and laying Bituminous Macadam with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with Bituminous binder @ 3.30% of the mix, tronsported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause 501.6 and 501.7 to achieve desired compaction including supply of all material, labour, T&P etc. as required for proper completion of the work, including cleaning and tack coat @ 0.20 kg/sqm.

Providing and laying 25 MM thick Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 40 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 4.5 to 5 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specificatio Clause no -508, including tack coat complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.

Providing and Laying of 2.5 mm thick road marking strips (Retroreflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propone tank heater and profile shoes heater driven by experienced operator on road surface including cost of material labour T&P, cleaning the road surface of all the dirt, silts, oil, grease and foreign material etc. complete as per direction of Engineer in-charge and according with applicable.

Excavation in foundation of ordinary soil including lift upto 1.50M and lead upto 30M and including filling, watering and ramming of excavated earth into the trenches ot into the space between the building and the sides of foundation treanches or into plinth and removal and disposal of surplus earth as directed by Engineer incharge upto a distance of 30 Mtr from the foundation trenches.

Laying of I shaped precast interlocking tiles of thicknesss 60 to 100 mm (Compressive strenght not less than 30 Mpa and weight 4.50kg) including 25mm thick local sand base leveling and dressing of surface to requied level and slope, filling joints with local sand all complete work (80 mm Thick)