Construction of road form PHC Preng to New Colony Lari Phase I

Part A

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. All kinds of soil :

Providing, Laying and spreading of RBM/ Nallah muck from approved source including sorting, spreading, watering and consolidation with PRR 8-10 Tonne including all leads, lifts and carriage of materials complete job (Max stone size not exceed 150mm) as per the directions of Incharge Engineer complete as per clause 201.4 as per technical specfication clause 408 complete.

Supplying , stacking and Laying at site WBM GII stone aggregate of size 63 mm to 45 mm, Stone screening of size 13.2 mm nominal size (Type A) 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 requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.

Carriage for disposing of excavated earth within a radius of 2Kms at site identified by EIC.

Part B

Earth work in excavation by manual means 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: 25 meter beyond 1 m from cutting edge All kinds of soil :

Providing and Laying of stone soling (Nallah) Duly hand packed including watering, dressing and ramming with all carriages, loading and unloading upto site of work complete.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Nallah spliat stones in Cement mortar 1:6 (1 Cement : 6 coarse sand)