CONSTRUCTION OF 1DSP AR QUARTER, 1DSP ADMIN QUARTER AND 2RI QUARTERS AT KAMAREDDY. SUB WORK: CONSTRUCTION OF COMPOUND WALL AND LAYING OF PLINTH PROTECTION FOR ALL QUARTERS AT KAMAREDDY

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 - FOUNDATION OF COMPOUND WALL (APSS 308).

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 OF COMPOUND WALL .(APSS NO: 402).

RE-FILLING WITH USEFUL AVAILABLE EXCAVATED EARTH OTHER THAN EXPANSIVE SOILS LIKE RED EARTH AND ORDINARY GRAVEL ETC., (EXCLUDING ROCK) 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 GST - COMPLETE FOR FINISHED ITEM OF WORK. (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, INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS. COMPLETE WITH MINIMUM CEMENT CONTENT OF 400 KGS PER CUM OF CONCRETE, INCLUDING CENTERING WITH STEEL PLATES, SHUTTERING, VIBRATING, CURING ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK COMPLETE 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, INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS. COMPLETE WITH MINIMUM CEMENT CONTENT OF 400 KGS PER CUM OF CONCRETE, INCLUDING CENTERING WITH STEEL PLATES, SHUTTERING, VIBRATING, CURING ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK COMPLETE FOR FINISHED ITEM OF WORK FOR PEDESTAL 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, INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS. COMPLETE WITH MINIMUM CEMENT CONTENT OF 400 KGS PER CUM OF CONCRETE, INCLUDING CENTERING WITH STEEL PLATES, SHUTTERING, VIBRATING, CURING ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK COMPLETE 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 , INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS. COMPLETE WITH MINIMUM CEMENT CONTENT OF 400 KGS PER CUM OF CONCRETE, INCLUDING PROVIDING CENTERING USING CASURINA BALLIES, BAMBOOS, WOODEN REAPERS, RUNNERS, WOOD POSTS, WALL PLATES, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HEIGHT 3.66M , VIBRATING, CURING, LIFTING(MANUAL) ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK FOR COLUMNS UPTO 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 , INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS. COMPLETE WITH MINIMUM CEMENT CONTENT OF 400 KGS PER CUM OF CONCRETE, INCLUDING PROVIDING CENTERING USING CASURINA BALLIES, BAMBOOS, WOODEN REAPERS, RUNNERS, WOOD POSTS, WALL PLATES, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HEIGHT 3.66M , VIBRATING, CURING, LIFTING(MANUAL) ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK FOR GROUND FLOOR COLUMNS (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., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE WITH A COMPRESIVE STRENGTH NOT LESSTHAN 50 KG/SQM FOR WALLS OF 225MM THICK GROUND FLOOR FOR FINISHED ITEM OF WORK(APSS NO. 501&504)

PROVIDING "HYSD/TMT" STEEL BARS OF DIFFERENT DIAMETERS BELOW 36MM DIAMETER Fe 500 GRADE (AS PER IS 1786 - 2008 AND ALL ITS LATEST AMMENDMENTS) FROM Category - B Steel Other Steel Manufactures with minimum installed Production Capacity of 2 Lakh MT/Annum to 10Lakh MT Per Annum (GOEL, SHYAM, JAI BALAJI, AFSTAR/MSLIFE TMT, RADHA TMT, SUGUNA TMT) 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., EXCLUDING GST, 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 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. FOR GROUND FLOOR (APSS NO: 901&904)

PAINTING WITH SEMI GLOSSY ACRYLIC EMULSION PAINT EXTERIOR PREMIUM GRADE WITH SILICON ADDITIVES HAVING VOC CONTENT LESS THAN 50GM/LIT OF APPROVED MAKE AND COLOUR TO THE EXTERIOR FACES OF WALLS AS DIECTED 2COATS 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 1COAT 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, BRUSHES, LABOUR CHARGES, CURING, SCAFFOLDING AND ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC.,BUT EXCLUDING GST, COMPLETE FOR FINISHED ITEM OF WORK IN ALL FLOORS (APSS NO:908).

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 - FOUNDATION OF PLINTH PROTECTION (APSS 308).

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 OF PLINTH PROTECTION .(APSS NO: 402).

RE-FILLING WITH USEFUL AVAILABLE EXCAVATED EARTH OTHER THAN EXPANSIVE SOILS LIKE RED EARTH AND ORDINARY GRAVEL ETC., (EXCLUDING ROCK) 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 GST - COMPLETE FOR FINISHED ITEM OF WORK. (APSS NO. 309 & 310)

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., 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 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., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE WITH A COMPRESIVE STRENGTH NOT LESSTHAN 50 KG/SQM FOR WALLS OF 225MM THICK BASEMENT FOR FINISHED ITEM OF WORK(APSS NO. 501&504)

GRONOLITHIC CONCRETE FLOORING 20 MM THICK WITH (1:1:2), USING 6MM TO 12 MM SIZE HARD GRANITE MACHINE CRUSHED METAL LAID OVER CC BED ALREADY LAID OR RCC ROOF SLAB, IN ALTERNATE PANELS OF SIZE NOT EXCEEDING 1.50 M X 1.50 M AND FINISHING THE TOP SURFACE TO REQUIRED SMOOTHNESS AND SLOPES AND THREAD LINING INCLUDING COST OF ALL MATERIALS LIKE CEMENT, METAL, SAND AND WATER ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, COMPLETE FOR FINISHED ITEM OF WORK,

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. FOR BASEMENT (APSS NO: 901&904)