Tender For Site Development At Mlif Mangalore- CUTTING DOWN TREES HAVING A GIRTH ABOVE 30CMS AND UPTO AND INCLUDING OF 60 CMS (GIRTH MEASURED AT A HEIGHT OF ONE METRE FROM GROUND LEVEL) INCLUDING CUTTING OF TRUNK AND BRANCHES, DIGGING AND GRUBBING OF ROOTS UPTO A DEPTH OF 1 METER BELOW GROUND LEVEL, FILLING THE HOLLOWS PRODUCED BY REMOVAL OF ROOTS WITH APPROVED AVAILABLE EARTH FOR ALL LEADS AND LIFTS, WATERING, RAMMING AND COMPACTING THE FILLED EARTH TO OBTAIN 90% OF MAXIMUM LABORATORY DRY DENSITY, DISPOSING THE UNSERVICEABLE MATERIALS BEYOND PLANT BOUNDARY AT SUITABLE LOCATION TO BE DECIDED BY THE CONTRACTOR AND STACKING THE SERVICEABLE MATERIALS WITHIN PLANT BOUNDARY ETC. COMPLETE AS PER SPECIFICATIONS AND DIRECTIONS OF ENGINEER-IN-CHARGE, CIVIL/ROADWORKS, KERB STONE: PROVIDING AND FIXING PRECAST CONCRETE KERB STONES (500 LENGTH X 150 WIDE X 450 DEEP) OF M-20 GRADE USING 20 MM DOWN SIZE COARSE AGGREGATE OF APPROVED MAKE AND SHAPE AT OR NEAR GROUND LEVEL AS PER APPROVED PATTERN AND SETTING IN POSITION WITH CEMENT MORTAR 1:4 (ONE CEMENT:4 COARSE SAND) INCLUDING THE COST OF REQUIRED CENTERING, SHUTTERING AND FINISHING SMOOTH WITH 6 MM THICK CEMENT PLASTER 1:4 (1 CEMENT:4 FINE SAND) WHEREVER REQUIRED OVER 75 MM THICK PCC M-10 LEVELLING COURSE, PAINTING WITH TWO COURSE OF YELLOW OR BLACK OR AS APPROVED QUALITY PAINT AS PER APPROVED MAKE ON EXPOSED SURFACES COMPLETE IN ALL RESPECTS AS PER SCOPE OF WORK, DETAILED CONSTRUCTION DRAWINGS, TECHNICAL SPECIFICATIONS AND DIRECTIONS OF THE ENGINEER-IN-CHARGE, EARTHWORK IN EXCAVATION AND FILLING IN ALL TYPES OF SOIL /LOOSE ROCK/ SOFT ROCK/WEATHERED ROCK (EXCEPT HARD ROCK) FOR GENERAL SITE GRADING FOR ALL HEIGHTS AND DEPTHS INCLUDING CLEARING AND STRIPPING ETC. IN EXCAVATION AREAS, REMOVING SHRUBS, GRASS, BUSHES, VEGETABLE GROWTH AND OTHER OBJECTIONABLE MATERIALS, TREES UPTO AND INCLUSIVE OF A GIRTH OF 30 CMS. (GIRTH MEASURED AT A HEIGHT OF ONE METRE ABOVE GROUND LEVEL) INCLUDING UPROOTING OF ROOTS, ETC., DEWATERING, IF NECESSARY, SORTING OUT THE EXCAVATED SOIL INTO SERVICEABLE AND UNSERVICEABLE MATERIALS IN EXCAVATION AREAS AND INCLUDING FILLING IN FILLING AREAS WITH SERVICEABLE MATERIAL FOR GENERAL SITE GRADING AND ROADS FOR ALL HEIGHTS AND DEPTHS TO PROPER LEVELS, SLOPES, GRADES AND CAMBER INCLUDING CLEARING AND STRIPPING IN FILLING AREAS AS PER SPECIFICATIONS, CONSOLIDATING EXPOSED NATURAL SOIL TO 90% OF MAX. LABORATORY DRY DENSITY AS PER IS:2720 PART-VII, CUTTING OF TREES OF GIRTH UPTO AND INCLUSIVE OF 30 CMS, REMOVAL OF VEGETATION, BREAKING CLODS, SPREADING IN LAYERS NOT EXCEEDING 30 CMS LOOSE THICKNESS, WATERING, RAMMING AND COMPACTING WITH POWER ROAD ROLLERS TO GIVE AT LEAST 90% OF MAX. LABORATORY DRY DENSITY, DRESSING, LEVELING, TESTING, ETC. AND DISPOSAL OF UNSERVICEABLE MATERIALS/SURPLUS EARTH IF ANY, AS DIRECTED BY ENGINEER-IN-CHARGE INCLUDING STACKING AND/OR DUMPING AND DRESSING THE SAME IN DEMARCATED AREAS ETC. COMPLETE AS PER SPECIFICATIONS, DRAWINGS AND DIRECTIONS OF ENGINEER-IN-CHARGE, EARTHWORK IN EXCAVATION IN BOX CUTTING FOR ROADS WITH CAMBER, PAVEMENTS ETC., INCLUDING EXISTING ROAD SURFACE, IN ORDINARY AND HARD SOILS INCLUDING BOULDER STUDDED SOIL IN BOTH DRY AND WET CONDITIONS, PUMPING OR BAILING OUT WATER AND PROVIDING EXCAVATED EARTH ON ERODED PLACES OF EMBANKMENTS, WATERING, COMPACTING WHEREVER REQUIRED AND SURPLUS UNSERVICEABLE EARTH SHALL BE DISPOSED WITHIN HPCL’S PREMISES OR OUTSIDE AS PER INSTRUCTIONS OF WP/HPCL ENGINEER IN-CHARGE AT NO EXTRA COST. (THE MEASUREMENT FOR THE PAYMENT SHALL BE FOR THE THEORETICAL VOLUME OF CUTTING ONLY WHICH WILL BE THE VOLUME OF THE BLOCK OF EXCAVATION HAVING MAXIMUM BOTTOM DIMENSION OF THE SUB BASE AS PER DRAWING).
