construction of the indoor tactical

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 ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOUNDATION BED AND UNDER STONE SLAB FLOORING. (APSS NO: 402).

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADE CORRESPONDING TO IS 456 USING WEIGH BATCHER/MIXER WITH 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, S ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, INCLUDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, SHUTTERING, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FOOTINGS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADE CORRESPONDING TO IS 456 USING WEIGH BATCHER/MIXER WITH 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, S ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, INCLUDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, SHUTTERING, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR PEDASTALS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADE CORRESPONDING TO IS 456 USING WEIGH BATCHER/MIXER WITH 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, S ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, INCLUDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, SHUTTERING, VIBRATING, CURING ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR PLINTH BEAMS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)

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 AND BASEMENT. (APSS NO. 309 & 310)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADE CORRESPONDING TO IS 456 USING WEIGH BATCHER/MIXER WITH 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL , INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING,LAYING CONCRETE,VIBRATING,CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE,INCLUDING CENTERING USING SCAFFOLDING, PIPES,JACK PROPS,STEEL CENTERING PLATES ETC.,SHUTTERING, VIBRATING ,CURING ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK,(APSS NO. 402 & 403 ) FOR GROUND FLOOR 125MM THICK SLAB UPTO 3.66M HEIGHT (ESTIMATE PURPOSE QTY.OF CEMENT TAKEN AS 380 KGS FOR M-25 GRADE CONCRETE) INCLUDING VACCUM DEWATERING CEMENT CONCRETE FLOORING 125MM THICK , LABOUR CHARGES FOR FIXING OF CHANNELS TO REQUIRED LEVEL SURFACE VIBRATOR USING SCREED VIBRATOR AND VACCUM DEWATERING PROCESS THE CONCRETE FLOOR

MASONRY WORK IN CM (1:6) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 290 X 225 X 140 MM & 290 X 100 X 140 MM WITH A COMPRESIVE STRENGTH NOT LESS THAN 50 KG/SQM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SEINIORAGE CHARGES, SCAFFOLDING AND CURING ETC., CPOMPLETE FOR FINISHED ITEM OF WORK. BASEMENT WALLS 335 MM THICK.

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 ETC., COMPLETE.FOR FINISHED ITEM OF WORK. FOR A HEIGHT UPTO 3.66M (APSS NO: 901&904)

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)

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.

MANUFACTURE, SUPPLY AND FIXING OF MILD STEEL STRUCTURAL STEEL i.e., ANGLES , CHANNELS AND I-SECTIONS FOR ROOF TRUSSES 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 ROOF TRUSSES.

MANUFACTURE, SUPPLY AND FIXING OF MILD STEEL PLATES FOR ROOF TRUSSES 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 ROOF TRUSSES

Supply and Installation of plain PVDF tensile fabric sheet for roofing 1050 GSM limpet wahers filled with white lead & including cost and conveyance of all materials and lobour charges, overheads and contractor profit etc., complete for finished item of work in all floors. tensile fabric white sheet supplied by Serge ferrai (France)/ Versedag (Germany)/Hiraoka & Co.Ltd