Construction of Road from Tehsil Bagh to Lar Bypass and from Yanihama to Dangerpora under NABARD RIDF-XXX.

Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters.

Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade.

Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 60 cm girth upto and including 120 cm girth..

Supply, stacking and laying of GSB Naturally occurring gravel close graded maximum aggregate size range 75mm granular sub base course including sorting, spreading to template, watering and consolidation to required gradient and camber with 80-100KN Power road roller all inclusive leads, lifts, loading, unloading carriage of materials from approved source to site of work complete. Finished work to be measured.

Supply and filling of Khak bajri including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete (for Berm) all complete.

Supply, stacking and laying of WBM grade 2nd with specified graded stone aggregate 63mm - 45mm size broken quarry stone @0.92cum/10 sqm and using of screening 11.20mm size @ 0.135cum/10sqm and binding material @0.06cum/10sqm of road surface including sorting, spreading to template, watering and consolidation to required gradient and camber with (80-100) KN road roller all inclusive leads, lifts, loading, unloading, head load if any and carriage of materials from nearest approved source to site of work complete (To be laid as per guide line of MOST specification). Finished work to be measured and paid.

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil :incl. dewatering etc as per the directions of Engineer Incharge complete.