Restoration of rain damages on NH 05 Km Kalka Shimla Wangtoo Road Km 155.0 to 236.0 SH Construction of R.wall at Km 205.920 to 205.970

Amount

Excavation in soil by Manual Mean.Excavation ordinary soil using mechanically/ manual means including loading in truck and carring out earth to embankment site as per drawings and technical specifications clause 304, with all lifts and leads , stacking the useful materials and disposal of unserviceable materials in all leads & lifts . Any loss to public /private poperty during course of excavation shall be the whole responsibility of the contractor including carriage of materials by all modes of transportation as per the direction by the Engineer-in-charge.

Excavation for Structures .Earth work in excavation of foundation of structures as per drawings and technical specifications clause 304, including setting out, construction of shoring and bracing ,rermoval of slumps and other deleterious matter ,dressing of sides and bottom , back filling the excavation earth to the extent required and utlising the remaining earh locally for road work Ordinary Soil Manual Means , stacking the useful materials and disposal of unserviceable materials in all leads & lifts . Any loss to public /private poperty during course of excavation shall be the whole responsibility of the contractor including carriage of materials and equipment in all leads and lifts by all modes of transportation as per the direction by the Engineer-in-charge.

Providing and laying Plain Cement Concrete in M15 Grade contents of cement is 5.5 bags/cum in open Foundation complete as per Drawing and technical specifications clause 1500,1700,2100 , in all leads, lifts and carriage of materials by all means of transport of equipments & cost of formwork required to complete the work etc. as per direction of the Engineer-in-Charge.

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.

Providing weep holes in Brickmasonry/plain/reinforced concrete abutment,wing wall/return wall with 110mm dia PVC pipe extending through the full width of the structure with slope 1V:20H towards drawing face complete as per drawing and Technical Specification clause 2706 & 2200 including carriage of materials and equipment in all leads and lifts with all modes of transportation as per the direction by the Engineer-in-charge.

Sunil Khachi