Restoration of road from Zaloosa Abli Mohalla to Chrawni Charar-i-Sharief.

Earth Cutting/Filling

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.7.1 All kinds of soil :

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :

Road Work/Rigid Pavement

Providing laying watering and compacting with (80-100) K.N road roller GSB/Nallah Muck filling having aggregate size not exceeding 90mm granular sub base material to specified lines, grades cross sections all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete job as directed by EIC.

Supplying, stacking, spreading, laying and compacting of graded stone aggregate (Quarry) of size range 63-45mm with stone screening/chippings 13.2mm size nominal size type A, stone dust moorum (Khakh Bajri) as per standard specifications to WBM specifications in uniform thickness incl. rolling with 3 wheeled road / vibratory roller 8-10 ton capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. incl. all carriages involved, etc. as per directions of EIC. Complete job

Removal of deteriorated material up to the required formation level and disposal of spoil to a lead of 1 km, including loading and trimming.

Excavation of transverse anchor-beam trenches(steep-gradient provision) across the full width of the road, including trimming and disposal.

Providing & Laying of Stone Soling tightly hand packed including watering, ramming and all other carriages, complete job

Construction of dry lean cement concrete sub base over a prepared sub grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8 10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in-charge.