SVVU

EXCAVATION FOR ROADWAY IN SOIL BY MECHANICAL MEANS INCLUDING CUTTING AND PUSHING THE EARTH TO SITE OF EMBANKMENT UPTO A DISTANCE OF 100 M, INCLUDING TRIMMING BOTTOM AND SIDE SLOPES IN ACCORDANCE WITH REQUIREMENTS OF LINES, GRADES AND CROSS-SECTIONS AS PER TECHNICAL SPECIFICATION CLAUSE 302.3 MORD / 301 MORTH.

COLLECTION, SUPPLY, SPREADING OF GRAVEL OBTAINED FROM APPROVED QUARRY IN UNIFORM LAYERS WITH MOTOR GRADER AND COMPACTING AS PER THE DIRECTIONS OF THE ENGINEER-IN-CHARGE, INCLUDING COST AND CONVEYANCE, OF MATERIALS, SEIGNIORAGE CHARGES, SPREADING IN LAYERS, COMPACTING WITH THREE WHEELED 80-100 KN STATIC ROLLER UPTO DESIRED DENSITY ETC., COMPLETE FOR FINISHED ITEM OF WORK. (RBR-SBBS-2: C-III)

CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING WELL GRADED MATERIAL / CLOSE GRADED MATERIAL, SPREADING IN UNIFORM LAYERS WITH MOTOR GRADER ON PREPARED SURFACE, MIXING BY MIX IN PLACE METHOD WITH ROTAVATOR AT OMC, AND COMPACTING WITH SMOOTH WHEEL ROLLER 80-100 KN / VIBRATORY ROLLER TO ACHIEVE THE DESIRED DENSITY, COMPLETE AS PER TECHNICAL SPECIFICATION CLAUSE 401 MORD / MORTH. INCLUDING WATER WITH AN INITIAL LEAD OF 5KM