CONSTRUCTION OF CC ROAD AND DRAIN BEHIND THE MULTI-STOREY BUILDING OF BHAIRAVGARH POLICE STATION UNDER WARD NO. 01

EXCAVATION FOR ROADWAY IN SOIL BY MANUAL MEANS INCLUDING LOADING IN TIPPERS AND DISPOSAL WITH ALL LIFTS AND LEAD UPTO 1000 METERS AN D AS PER RELEVANT CLAUSES OF SECTION-300.

CONSTRUCTION OF EMBANKMENT/SUB GRADE/ EARTH SHOULDERS, AS PER CLAUSE 305 & ITS SUB- CLAUSES, WHERE REQUIRED BUT WITH APPROVED MATERI ALS/ SOIL LIKE MORRUM CBR VALUE NOT LESS THEN 7% I/C ALL LEAD & LIFTS I/C EXCAVATION, COST OF WATERING, COMPACTION BY VIBRATORY ROLLE R/ HEAVY PNEUMATIC TYPE ROLLER AND MAINTENANCE OF SURFACE DURING CONSTRUCTION TO ENSURE SHEDDING & PREVENTING PONDING OF WATER (CLAU SE 305.3.6) SHAPING & DRESSING (CLAUSE 305.3.7), FINISHING ETC. COMPLETE BUT EXCLUDING SCARIFYING EXISTING GRANULAR/BITUMINOUS

CONSTRUCTION OF GRANULAR SUB-BASE BY PROVIDING COARSE GRADED MATERIAL (CBR>30), SPREADING IN UNIFORM LAYERS WITH MOTOR GRADER ON PR EPARED SURFACE, MIXING BY MIX IN PLACE METHOD AT OMC AND COMPACTING WITH VIBRATORY ROLLER OF 80-100 KN STATIC WEIGHT TO ACHIEVE THE DESIRED DENSITY, COMPLETE IN ALL RESPECT AS PER RELEVANT CLAUSES OF

CONSTRUCTION OF DRY LEAN CEMENT CONCRETE SUB-BASE OVER A PREPARED SUB GRADE WITH COARSE AND FINE AGGREGATE CONFORMING TO IS: 383, T HE SIZE OF COARSE AGGREGATE NOT EXCEEDING 26.5MM, AGGREGATE CEMENT RATIO NOT TO EXCEED 15:1, AGGREGATE GRADATION AFTER BLENDING TO B E AS PER MORTH SPECIFICATIONS TABLE 600-1, CEMENT CONTENT NOT TO BE LESS THAN 150 KG/CUM, OPTIMUM MOISTURE CONTENT TO BE DETERMINED DURING TRIAL LENGTH CONSTRUCTION, CONCRETE STRENGTH NOT TO BE LESS THAN 10 MPA AT 7 DAYS, MIXED IN A BATCHING PLANT, TRANSPORTED TO SITE, LAID WITH PAVER WITH ELECTRONIC SENSOR/ MECHANICAL PAVER, COMPACTING WITH 8-10 TONNES VIBRATORY ROLLER, FINISHING AND CURING AN D AS PER

PROVIDING AND LAYING CEMENT CONCRETE GRADE M-20 (NOMINAL MIX 1:1.5:3) WITH 20 MM GRADED CRUSHED STONE AGGREGATE, MIXING SHALL BE IN MECHANICAL MIXER, LAYING WITH PAVER COMPACTING BY USE OF PIN, PLATE / SCREED VIBRATORS INCLUDING FORM WORK BY STRONG STEEL GIRDERS FIXED BY SPIKES, SEPARATION MEMBRANE 125 MICRON THICK, I/C CUTTING OF JOINTS @ 4 TO 5 M INTERVAL & FILLING IT WITH HOT APPLIED BITUM INOUS SEALANT (WITHOUT DOWEL BARS). (MAX.

exvation work with 05KM Extra lead

MOORUM/HARD COPRA- "SUPPLYING AND FILLING IN PLINTH UNDER FLOORS INCLUDING, WATERING, RAMMING CONSOLIDATING AND DRESSING COMPLETE."

CEMENT CONCRETE GRADE M-10 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE- PROVIDING AND LAYING IN POSITION CEMENT CONCRETE OF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING ALL WORK UP

CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.- "PROVIDING AND LAYING IN POSITION SPECIFIED GRA DE OF REINFORCED CEMENT CONCRETE EXCLUDING THE COST OF CENTERING, SHUTTERING, FINISHING AND REINFORCEMENT - ALL WORK UP TO PLINTH LE

WALLS (ANY THICKNESS) INCLUDING ATTACHED PILASTERS, BUTTERESSES, PLINTH AND STRING COURSES ETC"- "CENTERING AND SHUTTERING INCLUDING STRUTTING, PROPPING STRETCHING ETC. COMPLETE FOR AND REMOVAL OF FORM WORK BY SHEET PLATE OR PLY

CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE.

MILD STEEL AND MEDIUM TENSILE STEEL BARS.- "REINFORCEMENT FOR R.C.C. WORK INCLUDING STRAIGHTENING, CUTTING, BENDING, PLACING IN POSIT ION AND BINDING UPTO FLOOR LEVEL INCLUDING COST OF BINDING WIRE, WASTAGE AND OVER LAPS UPTO 12MM HORIZONTAL/ INCLINED POSITION OF RE INFORCEMENT BARS IN SLAB AND BEAMS, PLINTH, CHAJJAS, LINTELS, UPTO 4.5M VERTICAL LENGTH OF REINFORCEMENT IN WALL COLUMNS (OVER LAPS SHALL BE PROVIDED AS PER REQUIREMENT OF IS : 13920; IS 456 & SP : 34) ETC. COMPLETE."

PROVIDING AND FIXING 40MM THICK RED STONE SLAB OVER DRAINS INCLUDING POINTING IN CEMENT MORTAR 1:3 (1 CEMENT : 3 SAND)

CEMENT CONCRETE GRADE M-20 (NOMINAL MIX) WITH 20 MM MAXIMUM SIZE OF STONE AGGREGATE- PROVIDING AND LAYING IN POSITION CEMENT CONCRETE OF SPECIFIED GRADE EXCLUDING THE COST OF CENTERING AND SHUTTERING ALL WORK UP