Repair to H.L Bridge over Brahmani Kholanallah on RD Road to Biroli at Jalaharisasan. Repair of Deckslab, Railings, approaches with WBMGr-III and SDBC, R/Wall-185 m, boulder pitching, painting, guardpost and Signboard, 0.760 to 1.230 LA and RA

Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc complete.

Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical 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 & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)

Providing applying primer coat with bitumen on prepared surface of Granular base including cleaning of road surface & spraying primer @ 0.70-1.00kg/sqm using mechanical means as per technical specification clause 502

Providing applying tack coat with bitumen using emulsion distributor @ 0.30kg/sqm on prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503

Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision) Page-169 Item -45

Providing & laying 25mm thick SDBC with batch mix hot mix plant using crushed aggregate of specified grading, premixed with bituminous binder of 60/70 penetration grade, transporting the hot mix to work site, laying with a hydrostatic paver finisher wit censor control to the required grade, level, alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road and bridge works (4th revision)

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.

Painting on concrete surface Providing & applying two coats of Water Based Cement Paint to unplastered concrete surface after cleaning the surface of dirt,dust, oil,grease,efflorescence & applying paint @ of 1lt/2 Sqm

Reinforced cement concrete M15 grade Guard stone of standard design as per IRC:25 fixed position including finishing as per drawing and Technical specification Clause 1704 of MORD and as per direction of Engineer in charge.

Earthwork in excavation for foundation of in hard soil including dressing and levelling the bed fit for laying concrete and deposited the excavated materials away from work site etc complete.