filling of pot holes Jungle Clearance Rectification of damaged shoulders Removal of Unserviceable Soil Longitudinal unlined drain work of NH 275 pertaining to Mysuru Sub Division Bantwala Bengaluru Section Karnataka State

Amount

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 (By tractor) to be used or auctioned, including removal and disposal of top organic soil including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- By Mechanical Means, In area of light jungle

Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 509, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, . including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-.(Average filling depth 150mm) (ii) Using Grading II Material.

Removal of unserviceable soil with hydraulic excavator 0.9 cum bucket capacity including excavation, loading in tippers, including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-

Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankmentincluding all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-. A. Mechanical means using Hydraulic excavator.

Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil upto 150mm excavated by excavator, carriage by tipper and compacting it with plate compactor including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-

Maintenance of Earthen Shoulder ( Stripping excess soil) Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor. Note: The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal, including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : Painting the road surface using approved quality Thermo Plastic material (homogeneously composed of aggregates, pigment, resings and glass reflcetorising beeds) confirming to Clause-803.4.2.2 applied hot either by screeding or extension process at the rate of 5kg/sqmtr of painted surface using suitable machine capable of controlled preparation and laying with surface applicator of glass beads at 250gms/sqmtr allowing cooling to ambient pavement temperature, that shall produce an adherent pavement marking of minimum specified thickness of 2.5mm including barricading for traffic diversion as per IRC:35 cleaning the surface of dirt, dust and other foreign matter, demarcation at site, barricading for traffic diversion, traffic control including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- (i) 2.5mm thick

RAMEGOWDA (BID ID -3217907)

Bidder Name

SHREE VEERABHADRESHWARA INFRASTRUCTURE AND DEVELOPERS PVT LTD

RAMEGOWDA