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 - FOUNDATIONS (APSS 308).

EARTH WORK EXCAVATION FOR FOUNDATIONS IN ORDINARY ROCK (NOT REQUIRING BLASTING) - MANUAL MEANS UP TO 3 M DEPTH 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 ORDINARY ROCK (NOT REQUIRING BLASTING)- MANUAL MEANS UP TO 3 M DEPTH. - FOUNDATIONS (APSS 308).

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 . (APSS NO. 309 & 310)

DRILLING HOLES IN HARD GRANITE OR SHEET ROCK 36 MM DIA WITH PNEUMATIC COMPRESSOR AND GROUTING THE HOLES WITH NAET CEMENT SLURRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE LABOUR CHARGES ETC., COMPLETE BUT EXCLUDING COST OF STEEL FOR FINISHED ITEM OF WORK

PCC M-20 GRADE NOMINAL MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK.FOR FOUNDATION BED (APSS NO.403)

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).

FILLING WITH CARTED GRAVEL OBTAINED FROM APPROVED QUARRY IN LAYERS NOT EXCEEDING 15 CM THICK, IN BASEMENTS, CONSOLIDATING EACH DEPOSITED LAYER BY WATERING AND RAMMING INCLUDING COST AND CONVEYANCE OF WATER TO WORK SITE AND ALL OPERATIONAL, INCIDENTAL, (Excluding Seigniorage Charges), LABOUR CHARGES, HIRE CHARGES OF T & P ETC., COMPLETE FOR FINISHED ITEM OF WORK. (APSS NO. 309 & 310)

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, SCAFFOLDING 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 etc., VIBRATING, LIFT CHARGES ,CURING 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 etc., VIBRATING, LIFT CHARGES ,CURING 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 BEAMS (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 etc., VIBRATING, LIFT CHARGES ,CURING ETC. for finished item of work, AND ALL CHARGES FOR STEEL SHUTTERING WITH 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

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. FOR COMPOUND WALL (APSS NO: 901&904)

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.

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.FOR COMPOUND WALL (APSS NO:908)

SUPPLYING AND LAYING WITH 110 MM DIA PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, WITH NECESSARY UPVC PIPE CLIPS @ 5' INTERVALS AND JOINTED WITH SOLVENT CEMENT INCLUDING CUTTING OF WALLS AND FLOORS AND MAKING THE SAME GOOD, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.

MANUFACTURE, SUPPLY AND FIXING OF MILD STEEL TUBES OF ALL SIZES FOR COMPOUND WALL GATE INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, FABRICATION, PLACING IN POSITION ETC., COMPLETER FOR FINISHED ITEM OF WORK AS DIRECTED BY THE ENGINEER-IN-CHARGE OF THE WORK. for COMPUND WALL GATE.