Restoration and Renovation of Road in Sector - 16A and 16B, Vrindavan Yojna No. - 4, Lucknow.

Providing, laying, spreding and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achive the desired density.complete as per Morth clause 401 complete as per direction by E./I

Providing and applying prime coat with 60/70bitumen emulsion on prepared surface of granuler base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.including supply of all materials, labour and T&P etc .required to proper completion of the work as per Morth clause 502. complete as per direction by E./I

Providing and laying Dense graded bituminous macadam (40mm thick) with hot mix 100-120 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder @4.0 to 4.50% weight of total mix and filler, trnsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor controller to required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers to achived the desired compaction complete in all respects and as per relevent clauses of MORT & H section -507. complete as per direction by E./I

Providing & applying tack coat with VG 10 bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg/ sqm on the prepared bituminous/granular surface cleaned with mechnical broom.including supply of all materials, labour and T&P etc. required to proper completion of the work as per Morth clause 503. complete as per direction by E./I

Providing & laying 25 mm thick compacted S.D.B.C. with 100-120 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder,@ 5.00 % weight of total mix and filler transporting the hot mix to work site, Laying with hydrostatic paver finisher with sensor controller to required grade, level & alignment & rolling with smooth wheeled vibratory and tandem rollers to achieved the desired compaction complete in all respects & as per relevant clauses of MORT & H section-504

Maintenance of Earth Shoulder(stripping excess soil) assuming average depth of stripping as 75mm, Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor.

Supply of 80mm thick Precast cement concerete Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimension 200x(160+120mm) of O.P. Cement smooth high gloss finish, skid resistant: manufactured from rubber moulds through vibro- compression mechanism. The compressive strength of concrete paver block shall not be less than 30Mpa (M-30) confirming to IS: 15658-2006 including cost of material, labour, T & P etc required for proper completion of the work as directed by Engineer-in- charge. as per technical specification clause 1504, S.I. No MORD 1500 including earth work in excavation, P/L WMM 115mm thick including local sand bed 50mm complete as per direction by E/I

Providing and laying in position cement concrete of 1:1.5:3 (1Cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size) complete all work upto plinth level including all labour material T&P etc complete as per direction by E./I

Class 150 Brick Work in 1:6 cement and coarse sand (FM 1.50 to 2.00) mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of the work complete as per direction by E./I

Struck Pointing on top of brick wall with cement motor (1:2) on brick work in sub structure & super structure as per drawing and technical specification clause complete as per direction by E./I