Police R&M

EARTH WORK EXCAVATION FOR FOUNDATIONS AND DEPOSITING ON BANK, FOR ALL LIFTS AND WITH AN INITIAL LEAD OF 10M INCLUDING ALL INCIDENTAL, OPERATIONAL, LABOUR CHARGES SUCH AS SHORING, SHEETING, PLANKING, STRUTTING, ETC. COMPLETE FOR FINISHED ITEM OF WORK EXCLUDING DEWATERING CHARGES ETC AS PER SS - 20 B FOR STIFF BLOCK COTTON SOIL , HARD RED EARTH, MURRAM, ORDINARY GRAVEL - MANUAL MEANS UP TO 3M DEPTH - FOUNDATION OF BUILDING (APSS 308).

CEMENT CONCRETE (1:5:10) PROP. USING 40MM HARD GRANITE MACHINE CRUSHED METAL WITH MACHINE MIXING UP TO PLINTH LEVEL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LAYING, CURING, FINISHING, ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR CHARGES BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOUNDATION BED AND UNDER STONE SLAB FLOORING. (APSS NO: 402).

RE-FILLING WITH EXCAVATED EARTH IN LAYERS NOT EXCEEDING 15 CM THICK, CONSOLIDATING EACH DEPOSITED LAYER BY WATERING AND RAMMING INCLUDING COST AND CONVEYANCE OF WATER TO WORK SITE AND ALL INCIDENTAL, OPERATIONAL, LABOUR CHARGES BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. IN TRENCHES, SIDES OF FOUNDATIONS AND BASEMENT. (APSS NO. 309 & 310)

VRCC M - 20 NOMINAL MIX (CEMENT:FINE AGGREGATE : COARSE AGGREGATE) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE, WATER ETC., TO SITE AND INCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS, SHUTTERING, CENTERING WITH STEEL PLATES, INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC.,COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK, FOR FOOTINGS (APSS NO.403)

VRCC M - 20 NOMINAL MIX (CEMENT:FINE AGGREGATE : COARSE AGGREGATE) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE, WATER ETC., TO SITE AND INCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS, SHUTTERING, CENTERING WITH STEEL PLATES, INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC.,COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK, FOR PLINTH BEAM (APSS NO.403)

VRCC M - 20 NOMINAL MIX (CEMENT:FINE AGGREGATE : COARSE AGGREGATE) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE, WATER ETC., TO SITE AND INCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS, SHUTTERING, CENTERING WITH STEEL PLATES, INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC.,COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK, FOR COLUMNS GF. (APSS NO.403)

PROVIDING "HYSD" STEEL BARS OF DIFFERENT DIAMETERS BELOW 36MM DIAMETER (Fe - 500 GRADE AS PER IS 1786 - 1979)FOR REINFORCEMENT INCLUDING CUTTING, BENDING TO REQUIRED SIZES AND SHAPES, PLACING THEM IN POSITION WITH COVER BLOCKS OF APPROVED SHAPE AND SIZE, TYING FIRMLY WITH M.S BINDING WIRE OF SWG, FORMING GRILLS FOR REINFORCEMENT WORKS AS PER APPROVED DESIGNS AND DRAWINGS TO BE SUPPLIED AT THE TIME OF EXECUTION OF WORK INCLUDING COST AND CONVEYANCE OF DEFORMED BARS, BINDING WIRE, COVER BLOCKS AND ALL WASTAGES SUCH AS OVER LAPS, COUPLINGS, WELDED JOINTS, CHAIRS, SPACE BARS ETC., AS DIRECTED BY THE ENGINEER-IN-CHARGE AND ALL OPERATIONAL, INCIDENTAL LABOUR CHARGES SUCH AS CUTTING, BENDING, PLACING IN POSITION, TYING ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR ALL LENGTHS AS PER DRAWINGS AND TECHNICAL SPECIFICATIONS FOR BARS BELOW 36MM DIA WHERE THEY ARE NOT WELDED

PLASTERING TO SUPERSTRUCTURE 12 MM THICK IN TWO COATS, WITH A BASE COAT OF 8 MM THICK IN CM (1:6) PROP. AND TOP COAT OF 4 MM THICK IN CM (1:4) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING MAKING GROOVES, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, CURING, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK. BASEMENT (APSS NO: 901&904)

SUPPLYING AND FIXING MS GRILLS FOR WINDOWS/VENTILATORS OF ALL SIZES AS DIRECTED BY THE ENGINEER-IN- CHARGE INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES FOR FABRICATION, FIXING ETC., COMPLETE FOR THE FINISHED ITEM OF WORK M.S. TUBES OF ALL SIZES

PAINTING TO NEW IRON WORK TWO COATS WITH SYNTHETIC ENAMEL PAINT OF APPROVED BRAND AND SHADE OVER ONE COAT OF RED OXIDE PRIMER COAT (TOTAL 3 COATS) INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL INCIDENTAL, OPERATIONAL & LABOUR CHARGES FOR PREPARING AND CLEANING THE SURFACE OF DIRT WITH SOAP AND BRUSHES, INCLUDING PUTTY, ETC., COMPLETE FOR FINISHED ITEM OF WORK. (APSS NO.1201, 1207, 1212).

PAINTING TO EXTERIOR FACES OF WALLS WITH EMULSION PAINT OF APPROVED MAKE (ACE FROM ASIAN PAINT) AND COLOUR 2 COATS BY DILUTING 1LIT OF EMULSION PAINT WITH A MAXIMUM 750 ML OF WATER WITHIN AN INTERVAL OF NOT LESS THAN 6 HOURS BETWEEN TWO COATS OVER 1 COAT OF ASIAN EXTERIOR WALL PRIMER BY DILUTING 1LIT. OF PRIMER WITH 1LIT. OF WATER (TOTAL 3 COATS) WITH SURFACE PREPARATION ETC., AS PER STANDARD SPECIFICATION INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, BRUSHES, ALL INCIDENTAL, OPERATIONAL & LABOUR CHARGES, CURING, SCAFFOLDING ETC., COMPLETE FOR FINISHED ITEM OF WORK. ALL FLOORS (APSS NO:908)