MOH. SETELMENTAREA WARD NO. 7 COMPOSIT VIDYALAY KE CAMPUS ME INTERLOCKING MARG AVAM EDGING KA KARYA

DISMENTLING BRICK WORK OR STONE WORK IN LIME OR CEMENT MORTAR AND INCLUDING STACKNIG OF MATERIALS AS DIRECTED BY ENGINEER-IN-CHARGE WITHIN A DISTANCE OF 60 METER (200 FEET)

EARTH WORK IN SURFACE EXCAVATION IN NOT EXCEED 30 CM IN DEPTH BUT EXCEEDING 1.5M IN WIDTH AS WELL AS 10 SQM ON EARTH UPTO 50M AND LIFT UPT 1.5 M AS DIRECTOTED BY ENGINNER-IN-CHARGE 2.1.1 ALL KIND OF SOIL

CONSTRUCTION OF GRANUALAR SUB BASE BY PROVIDING WELL GRADED MATERIAL SPREADING IN UNIFORM LAYERS WITH MOTOR GRADER ON PREPAIRED SURFACE MIXING BY MIX IN PLACE METHOD WITH ROTAVATOR AT OMC AND COMPACTING WITH THE SMOOTH WHEELL ROLLER TO ACHIVED THE DESIRED DENSITY COMPLETE AS PER TECHINICAL SPECIFICATION CLAUSE 401

PROVIDING LAYING SPREADING AND COMPACTING STONE AGGRIGATE OF SPECIFIC SIZE TO WATER BOUND MACADAM SPECIFICATON INCLUDING SPREADING IN UNIFORM THICKNESS HAND PACKING ROLLING WITH THREE WHEEL 80-100 KN STATIC ROLLER IN STAGE TO PROPER GRADE AND CHAMBER APPLYING AND BOOMING CRUSHABLE SCREENING TO FILLUP THE INTERSTIC OF COARSE AGGREGATE WATERING AND COMPACTING TO THE REQUIRED DENSITY GRADING 3 AS PER TECHNICAL SPECIFICATION

PROVIDING LAYING FACTORY MADE CHAMBERED EDGE CONTENT CONCRETE PAVOR BLOCK IN FOOTH PATH PARKS, LAWN, DRIVE WAYS OR LIGHT TRAFIC PARKING ETC. OF REQUIRED STRENGTH THICKNESS AND SIZE SHAPE MADE BY TABLE VIBRATORY METHOD USING PU MOULD LAID IN REQUIRED COLOR AND PATTERN OVER 50 METER BLOCK AS PER REQUIRED SIZE AND PATTERN FINISHING AND SWEEPING EXTRA SAND COMPLETE ALL AS PER DIRESTION OF ENGINEERS IN CHARGE

Ist CLASS WORK IN 1:4 WHITE TIME SHURAKHI MORTAR IN FOUNDATION & PLINTH INCLUDING SUPPLY OF ALL MATERIALS, LABOUR T & P ETC REQUIRED FOR PROPER COMPLETION OF WORK

SAND FILLING IN PLINTH INCLUDING SUPPLY OF NECESSARY QUANTITY OF SAND FROM A DISTANCE NOT EXCEEDING 8KM FROM THE SITE OF WORK AND INCLUDING WATERING DRESSING ETC. RATE TO INCLUDE COST OF ALL MAT. LABOUR AND T& P ETC. REQUIRED FOR PROPER COMPLETION OF WORK.

RCC WORK WITH CEMENT APPROVED COARSE SAND AND 2CM GUAGE APPROVED BALLAST IN THE PROPORTION 1:2:4 IN THIN SELVES UPTO 40 MM THICKNESS OF REINFORCEMENT IN POSITION CASTING CUTTING OF WALL FIXING OF SELVES IN POSITION AS PER DESIGN MAKING THE GOOD WALL AND REPAIRNG THE EDGES OF SHEDVES TO THE SATISFACTION OF ENGINEER INCHARGE INCLUDING COST OF ALL MAT. BUT EXCEEDING COST OF REINFORCEMENT TO 4 CM

MILD STEEL OR IRON WORK OF SMALL SIZES AND SECTION AND SUCH AS HOLDING DOWN BOILT HOLD FASTS LIE RODS GRATINGS ETC WROUGHT TO REQUIRED FROM INCLUDING SUPPLY OF STEEL BOLTS NUTS AND WEASTAGE ETC AND THEIR FIXING REQUIRED FOR COMPLETION OF WORK

EARTHWORK IN EMBANKEMNT IN MOORAM AND BLACK COTON SOIL. EXCAVATION TO BE IN THE FORM OF REGULAR PITS AND EXCEEDING 0.5 IN DEPTH AND EARTH WORK IN EMBANKMENT TO BE 20 CM LAYERS INCLUDING REMAING IT DRESSING THE SURFACE TO BE REQUIRED LEVEL AND SLOP ETC.