Extension of CS Rather Road

Engagement of JCB for road clearance removal Debris, vegetation and making the road surface for macadimisation as per directions of Engineer in charge

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.

Earth work in excavation of all kinds of soil by mechanical means in trenches for foundations (not exceeding 1.5 m in width) and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms, all lifts including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:

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 and filling of RBM (River bed material ) including sorting, ramming, watering and spreading in uniform layers and consoldating each deposited layer with vibratary roller with all carraiges upto site of work complete.

supplying and stacking at site graded crushed stone aggregate, laying, spreading and compacting stone aggregate of 63-45mm size to WBM Specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming 13.2 mm nominal size type A screening and binding material to fill up interstices of coarse aggregate, watering and compacting to required density including all carriages of materials as involved complete (Finished work to be measured 75mm thick compacted thickness)

Providing and laying of 450 mm dia RCC pipes in proper position, grade including earth work in excavation, providing of required quantity of RBM over and under pipes as cusion including cost and carriages of pipes, RBM, loading, unloading complete.

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge