Construction and Restroration of 45.00M wide Main Road and Drain and Green belt work at Sector 11 Vrindavan Yojna No 3 Lucknow

Road Work Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification.

Construction of granular sub-base by providing close graded material, spreading in uniform layers with on prepared surface, mixing by mix in place method at OMC, and compacting with vibratory roller to achieve the desired density complete in all respect and as per relevant clause of MORT & H section-401.

Providing and laying spreading and compacting graded stone agreegatge to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layer in sub-base course on well prepared surface and compaction with vibratory roller to achieve the desired density (MORT&H) SPECIFICATION N0 406

Providing and applying primer 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.

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 (VG-30), @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.

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.

Providing & laying bituminous concrete 30mm with 100-120 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified gading, premixed with bituminous binder (VG-30) @ 5.4 to 5.60% weight of total mix and filler transporting the hot mix to work site, laying with hydrostatic paver finishing with sensor controller to required grade level and alignment & rolling with smooth wheeled vibratory and tendem rollers to achieved the desired compaction complete in all respect & as per relevent clauses of MORT & H section - 509

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 40Mpa (M-40) 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.

Supply and fixing of stone kerb at one side of central verge including making proper alignment of central verge, required earth work in cutting/ Filling, laying 5cm. thick & 30cm. wide cement concrete in 1:6:12 (1cement, 6 fine sand & 12 brick ballast), leveling of stone kerb with 1:3 cement & coarse sand mortar, jointing each stone kerb properly with 1:3 cement & coarse sand mortar & making Groove as per direction of E/I & also including One coat superior synthetic enamel paint of approved make & colour over one priming coat as per direction of E/I i/c supply of all material, labour T&P etc. compete.

Construction of green belt including supply of RCC post, barbed wire and fixing complete as per norms for safety propouse including excavation work of PCC 1:6:12 and fixing of RCC post (Size 1.8 x 0.10 x 0.07M) with cement concrete 1:2:4 also including supply and fixing of barbed wire (12 x 14 gauge) as per drawing in green belt as per direction of E/I.