Sasci Quarters

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, DEWATERING SITE CLEARANCE, CLEARING SHURBS, BRUSHWOOD, UNDER GROWTH AND SMALL TREES NOT EXCEEDING 300 MM GIRTH, MEASURED AT ONE METRE ABOVE GROUND ETC., BUT EXCLUDING GST, COMPLETE FOR FINISHED ITEM OF WORK INCLUDING 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 - (FOR OPEN EXCAVATION(I.E) SUMP , SEPTIC TANK ETC.,)

CEMENT CONCRETE (1:4:8) 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 ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE FOR FINISHED ITEM OF WORK. FOUNDATIONS .(APSS NO: 402).

RANDAM RUBBLE MASONRY USING HARD GRANITE STONE IN CM (1:6) PROP. INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE,SEIGNIORAGE CHARGES,CURING ETC.,COMPLETE FOR FOUNDATIONS AND BASEMENTS FOR FINISHED ITEM OF WORK.(APSS NO.615)

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 INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS , MACHINE MIXING, LAYING CONCRETE, VIBRATING,CURING ETC., WITH MINIMUM CEMENT CONTENT OF 400 KGS PER CUM OF CONCRETE, BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, SHUTTERING, CENTERING WITH STEEL PLATES, COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. FOR PLINTH BEAMS (APSS NO.403)

MASONRY WORK IN CM (1:6) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 225 X 140 MM FOR MANUFACTURING OF FLYASH SOLID BLOCKS USING FLYASH OF 80 KGS, CEMENT OF 15 KGS. GYPSUM OF 5 KGS. AND STONE DUST INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., CPOMPLETE WITH A COMPRESIVE STRENGTH NOT LESSTHAN 50 KG/SQM FOR WALLS FOR SUPERSTRUCTURE WALLS OF 225MM THICK FOR GROUND FLOOR

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 sponze finishing, INCLUDING MAKING GROOVES, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, LIFTING ( MANUAL) CURING, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE.FOR FINISHED ITEM OF WORK. BASEMENT (APSS NO: 901&904)

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 sponze finishing, INCLUDING MAKING GROOVES, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, LIFTING ( MANUAL) CURING, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE.FOR FINISHED ITEM OF WORK. Super structure (APSS NO: 901&904)

PAINTING WITH EXTERIOR EMULSION PAINT OF APPROVED MAKE (ACE FROM ASIAN PAINT) AND COLOUR TO THE EXTERIOR FACES OF WALLS AS DIRECTED 2 COATS BY DILUTING 1 LIT. 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 EXTERIOR WALL PRIMER BY DILUTING 1 LIT. OF PRIMER WITH 1 LIT. OF WATER (TOTAL 3 COATS) WITH SURFACE PREPARATION ETC., AS PER STANDARD SPECIFICATION INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, BRUSHES, LABOUR CHARGES, CURING, SCAFFOLDING AND ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK IN ALL FLOORS. (APSS NO.908).

PROVIDING "HYSD" STEEL BARS OF DIFFERENT DIAMETERS BELOW 36MM DIAMETER Fe 500 GRADE (AS PER IS 1786 - 2008 AND ALL ITS LATEST AMMENDMENTS) FROM PRIMARY STEEL PRODUCERS LIKE TATA, SAIL, VSP, JSW & SHYAM STEEL 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.

CEMENT CONCRETE (1:4:8) 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 ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE FOR FINISHED ITEM OF WORK. FOUNDATIONS .(APSS NO: 402).

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 INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, VIBRATING , CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE AND PROVIDING CENTERING USING CASURINA BALLIES, BAMBOOS, WOODEN REAPERS, RUNNERS, WOOD POSTS, WALL PLATES, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES. FOR FINISHED ITEM OF WORK (APSS NO.403) FOR CC ROADS

FILLING WITH CARTED GRAVEL IN TRENCHES, SIDES OF FOUNDATIONS AND BASEMENT WITH INITIAL LEAD 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, HIRE CHARGES OF T & P ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST, COMPLETE FOR FINISHED ITEM OF WORK. (APSS NO. 309 & 310)

VOCCUMED DEWATERING FLOORING INCLUDING ALL MACHINARY, COST AND CONVEYANCE ALL MATERIALS AND LABOUR CHARGES AND FINISHED ITEM OF WORK.