Improvements to Sant Dnyaneshwar Maharaj Palkhi Marg NH.965 to Railway Gate Old S.H.141 (Degaon Pandharpur) Km.149/200 to 155/200 Tal.Pandharpur Dist. Solapur

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 metre and spreading for embankment or stacking as directed. By Mechanical Means.

Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed.

Providing earth work in embankment with approved materials obtained from other sources upto lead of 50 metres including all lifts, laying in layers of 20 centimetre to 30 centimetre thickness, breaking clods, dressing to the required lines, curves, grade and section, watering and compaction with vibratory roller with V-Sat attachment to achive not less than 97 percent of standard proctor density, excetra complete. (Material obtained from Other sources)

Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at optimum moisture content, carraige of mixed material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401. - Plant Mix Method and grading - II material.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at optimum moisture content 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 and compacting with vibratory roller to achieve the desired density. Laying by Grader / Paver.

Proving and laying dense bituminous macadam using crushed aggregates of grading-I premixed with bituminous binder specified Bitumen (Asphalt Grade 60/70) at the rate of 4.50 per cent by weight of total mix and filler, 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 density for 76 milimetre / 100 milimetre compacted thickness. - Using Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver, Vibratory roller with Stone Dust filler. (Using Viscosity Grade-30 bulk bitumen)

Providing and laying bituminous concrete using crushed aggregates of grading-I premixed with bituminous binder at the rate of 5.20 percent by weight of total mix and filler, 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 for 50 milimetre compacted thickness with Viscosity Grade-30 Bitumen (Asphalt Grade 60/70), excluding prime / tack coat. For Bitumen Viscosity Grade-30 bulk - Using Batch mix type hot mix plant with Supervisory Control and Data Acquisition, Sensor Paver, Vibratory roller with Stone Dust filler.with waste plastic at rate fo 8 Percent by Weight of Bitumen

Providing and applying tack coat on the prepared surface, heating by flames in boiler and spraying bitumen with sprayer. On dry / hungry black topped surface at the rate of 3.0 killogram per 10 square metre. (Using Viscosity Grade-30 bulk bitumen)

Providing and applying primer coat with bitumen emulsion on prepared surface of granualer base including clearing of road surface and spraying, primer at the rate of 0.60 killogram per square metre - using mechanical means

Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing off unsuitable or excess stuff as directed all sorts of soils.