Macadamization of links at Dindey Kalan, Miran Sahib

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

P/L in position Cement conc. 1 cement:4fine sand8graded crushed stone agg. 40 mm excluding the cost of centring & shuttering all work upto plinth level.

P/L in position Cement conc. 1 cement:3fine sand:6graded crushed stone agg. 20 mm excluding the cost of centring & shuttering all work upto plinth level.

Centring and shuttering including strutting, propping etc and removal of form work for.-Foundation,Footings

Carriage of sand with in avg. lead 10 km by M.T.

Carriage of Aggregate with in avg. lead 10 km by M.T.

Supply and Laying of River Bed Material of maximum size 75mm including Levelling, dressing, watering and consolidation in layer 20cm in depth each layer consolidation with power road roller of manimum 8 ton capacity complete job. Including carriage

Providing & Laying WBM Grade - II with specified stone agg. & binding material including Screaning, sorting.spreading to template & consolidation with power road roller of minimum 8 ton capacity. Base course with 63mm to 45mm size including stone screaning 13.20mm size .

Providing, laying, spreading and compacting graded stone aggregate (sizerange 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 & applying tack coat using hot striaght run Bitumen of grade VG-30 including heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning & preparing the existing road surface as per specification on WBM surface @ 0.75 kg/sqm.