Restoration of Rain damages on Kalka Shimla Wangtoo Road NH 22 New NH 05 Shimla Bye Pass Road Km 000 to 24.250 SH C.O R.Wall between Km 21.940 to 21.965 on Shimla Bye Pass Road

Amount

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 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 etc. as per direction of the Engineer-in-Charge.

Providing and laying Plain Cement Concrete in M20 Grade in open Foundation complete as per Drawing and technical specifications 1500,1700 & 2100 , as per direction of the Engineer-in-Charge in all leads, lifts and carriage of materials by all means of transport etc.

Providing and layingof filter mdia with granular material/stone crushed aggregate satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm ( six hundred millimetre ) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind retaining walls abutment , wing wall and return walls to the full height compacted to a firm condition complete as per drawing and technical Specification, as per direction of the Engineer-in-Charge in all leads and lifts and carriage of materials by all means of transport etc.

Backfilling with Grannular material behind abutment,wing wall and return wall complete as per drawing & technical specification 710.1.4 of IRC:78 clause 2200, as per direction of the Engineer-in-Charge in all leads, lifts and carriage of materials by all means of transport etc.

Providing weep holes in Brickmasonry/plain/reinforced concrete abutment,wing wall/return wall with 100mm 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.

Brij Lal Bhardwaj