Construction of Approach Road to Transit Accomodation at Machbawan.

CONSTRUCTION OF R WALL CUM DRAIN ALONG ROAD TO TRANSIT ACCOMODATION MACHBAWAN. Earth work in excavation in foundation trenches or drains (not exceeding 1.5M in width as well as 10Sqm on plan) including dressing of sides ramming of bottoms lift up to 1.5M including getting out the excavated soil and disposal of surplus excavated soil within a lead of 50M from edge of cutting .

Providing & Laying of stone soling nallah boulders hand packed tightly including ramming watering and filling of interstices incl all carriage complete job.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level 1:3:6 (1Cement: 4 fine sand: 8 aggregate including all carriages 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: with.1 : 2 : 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm N.size)

50 mm Thick Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.

Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Carriage of materials by mechanical Transport from source to site of work for an average lead of 30 Km a) Sand/Bajree

MACDAMISATION OF APPROACH ROAD TO TRANSIT ACCOMODATION AT MACHBAWAN.Providing and laying of WBM base course with quarry crushed stone aggregate 63-45 mm size stone screening 13.26 mm size and binding material as per MORTH specifications including screening, sorting ,spreading to template and consolidation with PRR of 8-10 T of capacity complete job. (also including all carriages involved)

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 incl. cost and carriage of all materials complete.

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm