CONSTRUCTION OF LINK ROAD SHEIKH MOHALLA KANTHPORA-B

Earth work in excavation bymechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding1.5min width)and for shafts,wells,cess pits and the likenot exceeding 10 sqmon plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: ( All kinds of soil)

Providing and laying of stone soling (Hand Packed) including ramming, dressing and watering all complete.(Incl. all sorts of carriage)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level. 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40mm nominal) crushed aggregate. Incl all carriage

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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) crushed aggregate incl all carriage

Centring and shuttering including strutting, propping etc and removal of form work Foundations, footings, bases of columns etc. for mass concrete.

Surface dressing of ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m

Supply and filling Nallah Muck in 15 cm layers including ramming, dressing, watering and consolidation with power road roller 8-10 ton capacity all inclusive of leads , lifts ,loading, unloading and carriage of material from source to site of work complete job.

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

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm.

P/L 50 mm thick compacted bituminous macadam base course with stone aggregate of quality size & grading as specified in MOST specifications & straight run bitumen of VG-10 grade @ 3.3 % by weight of the mix including hot mixing of stone aggrgate & bitumen in HMP ,transporting & laying mixed material with paver finisher to the required line & grade, rolling with road roller of 8 t0 10 ton capacity to achieve the required compaction & density incl cost & carriage of all materials upto the site of work complete.