PROVIDING PATCH WORK IN BARAMATI MUNICIPAL AREA UNDER VARSHIK THEKA

Excavation for roadway in earth soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 m and spreading for embankment or stacking as directed by Manual Means.

Brooming the W.B.M. surface by wire Brushes, coir brushers, dusing, cleaning etc. for receiving the bituminous treatment complete. Brooming the water Bound Macadam surface by wire.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means- Grading I (Using Screening Type A (13.2) mm Aggregate)

Providing and constructing 75 mm. thick Modified Penetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant, heating and spraying the bitumen of VG-30 grade @ 2 Kg/sqm, spreading 12 mm. size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete including picking of existing WBM surface.

Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen set footed in bitumen boiler on B.T. surface at 2.50 Kg per 10 Square Metre using VG-30 grade bulk bitumen.

Providing and Laying Open Graded premix surfacing 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates premixed with bituminous binder transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction, but excluding prime / tack and seal coat, using VG-30 bulk bitumen, Drum Mix type hot mix plant with Paver and Vibratory roller over M.P.M. surface.

Providing bituminous Type A liquid seal coat on bituminous surface including supplying all materials & bitumen of VG-30 grade preparing existing road surface, heating and applying bitumen at the rate 0.98 Kg./Sqm. by mechanical means, spreading chips and rolling, by static roller having weight 8 to 10 MT. etc. complete.

Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75 mm B.M., applying bitumen tack coat at the bottom and vertical sides as per as per MORTH specification clause 3004.1 & 3004.2

Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat as per as per MORTH specification clause 3004.1 & 3004.2

Providing and laying Bituminious Macadam using crushed aggregate of Grading 1, premixed with bituminious binder, transported at site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired density for 80/100 milimetre compacted thickness with using Drum Mix type hot mix plant with Superwisery Control and Data Acquisition, having complying essential features of hot mix plant as per IRC-27:2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and Programmable Logic Controller for Drum Mix plant, Sensor Paver and Vibratory Roller excluding prime/Tack coat complete with VG-30 grade Bitumen of dose 3.30 percent.