COMPOUND WALL

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 COMPOUND WALL (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 (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 ETC., COMPLETE FOR FINISHED ITEM OF WORK. IN TRENCHES, SIDES OF FOUNDATIONS (APSS NO. 309 & 310)

MASONRY WORK IN CM (1:6) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 225 X 140 MM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES AND CURING ETC., CPOMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES WITH A COMPRESIVE STRENGTH NOT LESSTHAN 50 KG/SQM FOR WALLS OF 225MM THICK FOR COMPOUND WALL BASEMENT. (APSS NO. 501&504).

MASONRY WORK IN CM (1:6) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 225 X 140 MM WITH A COMPRESIVE STRENGTH NOT LESS THAN 50 KG/SQM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES AND CURING BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK COMPOUND WALL (APSS NO. 501&504).

VRCC M - 20 NOMINAL MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE , INCLUDING OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, CURING, VIBRATING, LIFT CHARGES, ETC. FOR FINISHED ITEM OF WORK, AND ALL CHARGES FOR STEEL SHUTTERING WITH USING STEEL FOOT PLATES, BRACKETS,, WALL PLATES AND STEEL CENTRING PLATES ETC.,,COMPLETE WITH MINIMUM CEMENT CONTENT OF 400 KGS AS PER IS CODE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES AND EXCLUDING SEIGNIORAGE CHARGES FOR FINISHED ITEM OF WORK, FOR FOOTINGS (APSS NO. 402 & 403 )

VRCC M - 20 NOMINAL MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE , INCLUDING OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, CURING, VIBRATING, LIFT CHARGES, ETC. FOR FINISHED ITEM OF WORK, AND ALL CHARGES FOR STEEL SHUTTERING WITH USING STEEL FOOT PLATES, BRACKETS,, WALL PLATES AND STEEL CENTRING PLATES ETC.,,COMPLETE WITH MINIMUM CEMENT CONTENT OF 400 KGS AS PER IS CODE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES AND EXCLUDING SEIGNIORAGE CHARGES FOR FINISHED ITEM OF WORK, FOR PLINTH BEAM (APSS NO. 402 & 403 )

VRCC M - 20 NOMINAL MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE , INCLUDING OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, CURING, VIBRATING, LIFT CHARGES, ETC. FOR FINISHED ITEM OF WORK, AND ALL CHARGES FOR STEEL SHUTTERING USING STEEL FOOT PLATES, BRACKETS,, WALL PLATES USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66 M ETC. AND OTHER ACCESSORIES AS PER NORMS ETC.,COMPLETE WITH MINIMUM CEMENT CONTENT OF 400 KGS AS PER IS CODE ETC. COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES AND EXCLUDING SEIGNIORAGE CHARGES FOR FINISHED ITEM OF WORK (APSS NO. 402) FOR COLUMNS OF COMPOUND WALL

VRCC M - 20 NOMINAL MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE , INCLUDING OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, LIFT CHARGES ,CURING ETC. FOR FINISHED ITEM OF WORK, AND ALL CHARGES FOR STEEL SHUTTERING USING STEEL FOOT PLATES, BRACKETS, USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,COMPLETE WITH MINIMUM CEMENT CONTENT OF 400 KGS AS PER IS CODE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES AND EXCLUDING SEIGNIORAGE CHARGES FOR FINISHED ITEM OF WORK (APSS NO. 402) FOR CONNECTING BEAM

PCC M - 20 NOMINAL MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED METAL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, INCLUDING OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, LIFT CHARGES ,CURING ETC. FOR FINISHED ITEM OF WORKCENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC. WITH MINIMUM CEMENT CONTENT OF 400 KGS AS PER IS CODE ALL OTHER INCIDENTAL, OPERATIONAL CHARGES, EXCLUDING SEIGNIORAGE CHARGES ETC., FOR FINISHED ITEM OF WORK (APSS NO. 402) FOR MESH POLES

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

WHITEWASHING: SUPPLYING AND APPLYING ONE COAT OF WHITEWASHING WITH WHITE CEMENT GRADE II / PAINT-GRADE LIME OF APPROVED QUALITY TO WALLS, TO GIVE AN EVEN SHADE, AFTER THOROUGHLY BRUSHING THE SURFACES TO REMOVE ALL DIRT, DUST, AND LOOSE OR POWDERED MATERIALS. THE RATE SHALL INCLUDE THE COST OF ALL MATERIALS, LABOUR CHARGES, AND INCIDENTAL WORKS SUCH AS SCAFFOLDING, LIFT CHARGES, ETC., COMPLETE FOR THE FINISHED ITEM OF WORK AS SPECIFIED.

SUPPLYING AND FIXING MS GRILLS FOR COMPOUND WALL GATE 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. ANGLES OF ALL SIZES

SUPPLYING AND FIXING MS FLATS 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. FLATS OF ALL SIZES

SUPPLYING AND FIXING MS TUBES 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.

SUPPLY AND FIXING HOT DIPPED GALVANISED IRON CHAIN LINK MESH 8 GUAGE (4 MM) AS PER IS:2721-1979 : (50 X 50 MM) FIXED TO EXISTING CONCRETE POLES, INCLUDING ALL INCIDENTAL, OPERATIONAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.

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).

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.