Construction of internal murum pathway

ITEM No.1: Excavation for roadway in earth, soll of all sorts, sand, gravel or soft murum including dressing section to the requied ginde, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. By Mechanical Means.

ITEM No.2: Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m, nouding all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density etc. complete (Material obtained from Other sources)

ITEM No.3: Providing, laying, spreading and compacting stone aggregates or 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).

ITEM No.4: 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 B (11.2 (mm) Aggregate).