CONSTRUCTION OF ARANYARAMAM COMMON FACILITY CENTRE FOR BRAHMANANDA PURAM AT MANGALAGIRI OF GUNTUR DISTRICT

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 - MECHANICAL MEANS UP TO 3M DEPTH - FOUNDATION OF BUILDING (APSS 308).

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 - MECHANICAL MEANS UP TO 3-4M DEPTH - FOUNDATION OF BUILDING (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 CHARGES BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOUNDATION BED AND UNDER STONE SLAB FLOORING. (APSS NO: 402).

PRE-CONSTRUCTION ANTI-TERMITE IS A PROCESS IN WHICH CHEMICAL TOXICTO SUBTERRE AN TERMITES IS APPLY/ INJECT INTO SOILD URINGEARLY STAGE OF BUILDING CONSTRUCTION 2.TREATEMENT OF SOIL BENEATH THE BUILDING AND AROUND THE FOUNDATIONS CONDUCT AND CHEMICAL USE AS PER BIS -IS6313(PART 2) 2013 CODE SPECIFICATION &CIBR CREGISTERED TERMITICIDE WHICH CREATE SACONTINUOUS CHEMICAL BARRIER BENEATH THE BUILDING WHICH KILLS ORREPELS TERMINATES&IMPERVIOUS TOTREMITE ENTRY IMIDACLOPRID 30.5%SC (IS63131) DISSOLVE 2.1 ML/1 LITER OF WATER AND APPLY EMULSION/SOLUTION @7.5LITRES/SQUAREMETER (SQM) OF INTERNAL, EXTERNAL VERTICAL SURFACE OF THE COLUMS, PLINTH BEAMS (BACK FILLING)WALLS AND FLOOR JUNCTION,EXTERNAL PERIMETERS, ALONG REATINING [email protected]/SQM OF THE HORIZONTAL SURFACE OF BASEMENT TOP SURFACE OF TE BASEMENT FILLING BELOW FLOORING BED(PLINTH) & @ 2.0 LITRES/ LINE METER AT EXPANSION JOINTS. THE SUBSTRUCTURE OF A DEPTH OF 500MM AROUND COULMNS &300MM DEEP AROUND PLINTH BEAMS,BASEMENTS & FLOOR FILLING AREA INCLUDING EXCAVATION CHANNEL ALONG THE WALL & RODDING ETC. COST & CONVEYANCE OF ALL MATERIALS TO THE SITE, COST OF LABOUR FOR SPARYING, RODDING ETC.COMPLETE FOR FURNISHED ITEM OF WORK AS PER THE APPROVAL OF THE ENGINEER-IN-CHARGE

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 AND BASEMENT. (APSS NO. 309 & 310)

FILLING WITH CARTED GRAVEL IN TRENCHES, SIDES OF FOUNDATIONS AND BASEMENT WITH INTIAL LEAD 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 AND 290 X 100 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, EXCLUDING SEINIORAGE CHARGES, SCAFFOLDING AND CURING ETC., CPOMPLETE WITH A COMPRESIVE STRENGTH NOT LESSTHAN 50 KG/SQM FOR WALLS FOR WALLS OF 335MM THICK FOR 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 AND 290 X 100 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, EXCLUDING SEINIORAGE CHARGES, SCAFFOLDING AND CURING ETC., CPOMPLETE WITH A COMPRESIVE STRENGTH NOT LESSTHAN 50 KG/SQM FOR WALLS FOR WALLS OF 225MM THICK FOR 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, SCAFFOLDING AND CURING BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK GROUND/STILT FLOOR (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, SCAFFOLDING AND CURING BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK FIRST FLOOR (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, SCAFFOLDING AND CURING BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK SECOND FLOOR (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, SCAFFOLDING AND CURING BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK THIRD FLOOR (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, SCAFFOLDING AND CURING BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK FOURTH FLOOR (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, SCAFFOLDING AND CURING BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK FIFTH FLOOR (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, SCAFFOLDING AND CURING BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK SIXTH FLOOR (APSS NO. 501&504).

MASONRY WORK IN CM (1:4) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 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, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK. PARTITION AND PARAPET WALLS 100 MM THICK FIRST FLOOR (APSS NO. 501&504).

MASONRY WORK IN CM (1:4) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 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, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORKINCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK. PARTITION AND PARAPET WALLS 100 MM THICK SECOND FLOOR (APSS NO. 501&504).

MASONRY WORK IN CM (1:4) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 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, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORKINCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK. PARTITION AND PARAPET WALLS 100 MM THICK THIRD FLOOR (APSS NO. 501&504).

MASONRY WORK IN CM (1:4) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 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, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORKINCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK. PARTITION AND PARAPET WALLS 100 MM THICK FOURTH FLOOR (APSS NO. 501&504).

MASONRY WORK IN CM (1:4) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 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, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORKINCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK. PARTITION AND PARAPET WALLS 100 MM THICK FIFTH FLOOR (APSS NO. 501&504).

MASONRY WORK IN CM (1:4) PROP WITH FLYASH CEMENT SOLID BLOCKS OF SIZE 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, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORKINCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES, SCAFFOLDING AND CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK. PARTITION AND PARAPET WALLS 100 MM THICK SIXTH FLOOR (APSS NO. 501&504).

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING, 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FOOTINGS (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING , 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR PEDASTALS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30GRADE 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, LIFTING , 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 SEIGNIORAGE CHARGES, 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 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (MANUAL) , 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR GROUND/STILT FLOOR COLUMNS WITH UNSUPPORTED HIEGHT OF 3.66 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (MANUAL) , 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIRST FLOOR COLUMNS WITH UNSUPPORTED HIEGHT OF 3.66 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (MANUAL) , 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIRST FLOOR COLUMNS WITH UNSUPPORTED HIEGHT OF 4.27 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (MANUAL), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SECOND FLOOR COLUMNS WITH UNSUPPORTED HIEGHT OF 3.66 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (MANUAL), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SECOND FLOOR COLUMNS WITH UNSUPPORTED HIEGHT OF 4.27 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (MANUAL), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR THIRD FLOOR COLUMNS WITH UNSUPPORTED HIEGHT OF 3.66 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (MANUAL) , 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR THIRD FLOOR COLUMNS WITH UNSUPPORTED HIEGHT OF 4.27 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (WINCH) , 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FOURTH FLOOR COLUMNS WITH UNSUPPORTED HIEGHT OF 3.66 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (WINCH) , 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FOURTH FLOOR COLUMNS WITH UNSUPPORTED HIEGHT OF 4.27 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (WINCH) , 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIFTH FLOOR COLUMNS WITH UNSUPPORTED HIEGHT OF 3.66 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (WINCH) , 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIFTH FLOOR COLUMNS WITH UNSUPPORTED HIEGHT OF 4.27 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (WINCH) , 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SIXTH FLOOR HEAD ROOM COLUMNS WITH UNSUPPORTED HIEGHT OF 3.66 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (WINCH) , 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SIXTH FLOOR HEAD ROOM COLUMNS WITH UNSUPPORTED HIEGHT OF 4.27 M (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (MANUAL),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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR GROUND/STILT FLOOR BEAMS WITH UNSUPPORTED HIEGHT OF 3.66 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (MANUAL),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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIRST FLOOR BEAMS WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH),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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SECOND FLOOR BEAMS WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH),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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR THIRD FLOOR BEAMS WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH),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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FOURTH FLOOR BEAMS WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH),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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIFTH FLOOR BEAMS WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING (WINCH),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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SIXTH FLOOR HEAD ROOM BEAMS WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(MANUAL), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR GROUND/STILT FLOOR SLABS 150 MM THICK WITH UNSUPPORTED HIEGHT OF 3.66 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIRST FLOOR SLABS 150 MM THICK WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SECOND FLOOR SLABS 150 MM THICK WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR THIRD FLOOR SLABS 150 MM THICK WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FOURTH FLOOR SLABS 150 MM THICK WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIFTH FLOOR SLABS 150 MM THICK WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SIXTH FLOOR HEAD ROOM SLABS 150 MM THICK WITH UNSUPPORTED HIEGHT OF 4.27 M. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SIXTH FLOOR SLABS 200 MM THICK FOR LMR BOTTOM SLAB. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(MANUAL), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR BELOW PLINTH LIFT WALLS 200 MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(MANUAL), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR GROUND/STILT FLOOR 200 MM THICK FOR LIFT WALLS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(MANUAL), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIRST FLOOR SLABS 200 MM THICK FOR LIFT WALLS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SECOND FLOOR SLABS 200 MM THICK FOR LIFT WALLS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR THIRD FLOOR SLABS 200 MM THICK FOR LIFT WALLS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FOURTH FLOOR SLABS 200 MM THICK FOR LIFT WALLS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIFTH FLOOR SLABS 200 MM THICK FOR LIFT WALLS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SIXTH FLOOR SLABS 200 MM THICK FOR LIFT WALLS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR TERRACE SIXTH FLOOR OHT WALLS OF 150 MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(MANUAL), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR GROUND/STILT FLOOR SLABS 175MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIRST FLOOR SLABS 175MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SECOND FLOOR SLABS 175MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR THIRD FLOOR SLABS 175MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FOURTH FLOOR SLABS 175MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR FIFTH FLOOR SLABS 175MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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, LIFTING(WINCH), 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 SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR SIXTH FLOOR SLABS 175MM THICK (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 GRADE 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 AND EXCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,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 GROUND/STILT FLOOR LINTELS (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 GRADE 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 AND EXCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,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 FIRST FLOOR LINTELS (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 GRADE 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 AND EXCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,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 SECOND FLOOR LINTELS (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 GRADE 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 AND EXCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,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 THIRD FLOOR LINTELS (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 GRADE 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 AND EXCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( WINCH), LAYING CONCRETE, CURING ETC.,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 FOURTH FLOOR LINTELS (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 GRADE 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 AND EXCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,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 TERRACE FIFTH FLOOR LINTELS (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 GRADE 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 AND EXCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,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.402) FOR SUNSHADES OF 50MM (2") AVERAGE THICK INCLUDING DRIP COURSE OF SIZE 40MM WIDE X 20MM HEIGHT IN CEMENT MORTAR (1:4) PROP GROUND/STILT FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 GRADE 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 AND EXCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,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.402) FOR SUNSHADES OF 50MM (2") AVERAGE THICK INCLUDING DRIP COURSE OF SIZE 40MM WIDE X 20MM HEIGHT IN CEMENT MORTAR (1:4) PROP FIRST FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 GRADE 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 AND EXCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,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.402) FOR SUNSHADES OF 50MM (2") AVERAGE THICK INCLUDING DRIP COURSE OF SIZE 40MM WIDE X 20MM HEIGHT IN CEMENT MORTAR (1:4) PROP SECOND FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 GRADE 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 AND EXCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,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.402) FOR SUNSHADES OF 50MM (2") AVERAGE THICK INCLUDING DRIP COURSE OF SIZE 40MM WIDE X 20MM HEIGHT IN CEMENT MORTAR (1:4) PROP THIRD FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 GRADE 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 AND EXCLUDING SEIGNIORAGE CHARGES, SALES & OTHER TAXES ON ALL MATERIALS INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LIFTING ( MANNUAL), LAYING CONCRETE, CURING ETC.,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.402) FOR SUNSHADES OF 50MM (2") AVERAGE THICK INCLUDING DRIP COURSE OF SIZE 40MM WIDE X 20MM HEIGHT IN CEMENT MORTAR (1:4) PROP FOURTH FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

CEMENT CONCRETE (1:4:8) PROP. USING 40MM GRANITE METAL WITH CONCRETE MIXER INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, CENTERING Lifting ( Mannual) LAYING, ,CURING, FINISHING, EXCLUDING seigniorage ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., COMPLETE FOR DUMMY COLUMNS FOR FINISHED ITEM OF WORK.(APSS NO: 402) SIXTH FLOOR

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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,LIFTING, LAYING CONCRETE, 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 (WATER WITH AN INITIAL LEAD OF 5KM) ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR RACKS 25MM THICK FIRST FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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,LIFTING, LAYING CONCRETE, 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 (WATER WITH AN INITIAL LEAD OF 5KM) ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR RACKS 25MM THICK SECOND FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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,LIFTING, LAYING CONCRETE, 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 (WATER WITH AN INITIAL LEAD OF 5KM) ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR RACKS 25MM THICK THIRD FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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,LIFTING, LAYING CONCRETE, 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 (WATER WITH AN INITIAL LEAD OF 5KM) ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR RACKS 25MM THICK FOURTH FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-30 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,LIFTING, LAYING CONCRETE, 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 (WATER WITH AN INITIAL LEAD OF 5KM) ETC., COMPLETE BUT EXCLUDING SEIGNIORAGE CHARGES, COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. (APSS NO. 402) FOR RACKS 25MM THICK FIFTH FLOOR (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 400 Kgs FOR M-30 GRADE CONCRETE)

ORNAMENTAL PLASTERING TO CEILING 12MM THICK WITH A BASE COAT OF 8 MM THICK IN CM (1:5) PROP. AND FINISH COAT OF 4MM THICK IN CM (1:3) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING 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. GROUND/STILT FLOOR (APSS NO: 901 & 904)

ORNAMENTAL PLASTERING TO CEILING 12MM THICK WITH A BASE COAT OF 8 MM THICK IN CM (1:5) PROP. AND FINISH COAT OF 4MM THICK IN CM (1:3) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING 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. FIRST FLOOR (APSS NO: 901 & 904)

ORNAMENTAL PLASTERING TO CEILING 12MM THICK WITH A BASE COAT OF 8 MM THICK IN CM (1:5) PROP. AND FINISH COAT OF 4MM THICK IN CM (1:3) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING 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. SECOND FLOOR (APSS NO: 901 & 904)

ORNAMENTAL PLASTERING TO CEILING 12MM THICK WITH A BASE COAT OF 8 MM THICK IN CM (1:5) PROP. AND FINISH COAT OF 4MM THICK IN CM (1:3) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING 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. THIRD FLOOR (APSS NO: 901 & 904)

ORNAMENTAL PLASTERING TO CEILING 12MM THICK WITH A BASE COAT OF 8 MM THICK IN CM (1:5) PROP. AND FINISH COAT OF 4MM THICK IN CM (1:3) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING 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. FOURTH FLOOR (APSS NO: 901 & 904)

ORNAMENTAL PLASTERING TO CEILING 12MM THICK WITH A BASE COAT OF 8 MM THICK IN CM (1:5) PROP. AND FINISH COAT OF 4MM THICK IN CM (1:3) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING 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. FIFTH FLOOR (APSS NO: 901 & 904)

ORNAMENTAL PLASTERING TO CEILING 12MM THICK WITH A BASE COAT OF 8 MM THICK IN CM (1:5) PROP. AND FINISH COAT OF 4MM THICK IN CM (1:3) PROP. WITH DUBARA SPONGE FINISHING, INCLUDING 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. SIXTH FLOOR (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 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. 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 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 . GROUND/STILT FLOOR (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 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 FIRST FLOOR (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 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 SECOND FLOOR (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 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 THIRD FLOOR (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 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 FOURTH FLOOR (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 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 FIFTH FLOOR (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 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 SIXTH FLOOR (APSS NO: 901&904)

PROVIDING IMPERVIOUS COAT TO EXPOSED RCC ROOF SLAB SURFACE IN CM(1:3), 20MM THICK WITH 1KG OF WATER PROOF COMPOUND PER BAG OF CEMENT LAID OVER ROOF WHEN IT IS GREEN, INCLUDING COST OF ALL MATERIALS, COST & CONVEYANCE OF ALL MATERIALS, INCIDENTAL, OERATIONAL AND LABOUR CHARGES FOR MIXING MORTAR, LAYING, RENDERING SMOOTH AND THREAD LINING, CURING, ROUNDING OFF JUNCTIONS OF WALL AND SLAB BUT EXCLUDING SEIGNIORAGE CHARGES ETC,, COMPLETE FOR FINISHED ITEM OF WORK FOR EXTERNAL WALLS. FOR FIFTH FLOOR (APSS.NO: 901&903)

PROVIDING IMPERVIOUS COAT TO EXPOSED RCC ROOF SLAB SURFACE IN CM(1:3), 20MM THICK WITH 1KG OF WATER PROOF COMPOUND PER BAG OF CEMENT LAID OVER ROOF WHEN IT IS GREEN, INCLUDING COST OF ALL MATERIALS, COST & CONVEYANCE OF ALL MATERIALS, INCIDENTAL, OERATIONAL AND LABOUR CHARGES FOR MIXING MORTAR, LAYING, RENDERING SMOOTH AND THREAD LINING, CURING, ROUNDING OFF JUNCTIONS OF WALL AND SLAB BUT EXCLUDING SEIGNIORAGE CHARGES ETC,, COMPLETE FOR FINISHED ITEM OF WORK FOR EXTERNAL WALLS. SIXTH FLOOR (APSS.NO: 901&903)

FLOORING WITH NON-SKID CERAMIC FLOOR TILES OF SIZE 300 X 300 MM AND THICKNESS BETWEEN 7-8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR GROUND/STILT FLOOR TOILETS.

FLOORING WITH NON-SKID CERAMIC FLOOR TILES OF SIZE 300 X 300 MM AND THICKNESS BETWEEN 7-8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR FIRST FLOOR TOILETS.

FLOORING WITH NON-SKID CERAMIC FLOOR TILES OF SIZE 300 X 300 MM AND THICKNESS BETWEEN 7-8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR SECOND FLOOR TOILETS.

FLOORING WITH NON-SKID CERAMIC FLOOR TILES OF SIZE 300 X 300 MM AND THICKNESS BETWEEN 7-8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR THIRD FLOOR TOILETS.

FLOORING WITH NON-SKID CERAMIC FLOOR TILES OF SIZE 300 X 300 MM AND THICKNESS BETWEEN 7-8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR FOURTH FLOOR TOILETS.

FLOORING WITH NON-SKID CERAMIC FLOOR TILES OF SIZE 300 X 300 MM AND THICKNESS BETWEEN 7-8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR FIFTH FLOOR TOILETS.

FLOORING WITH DOUBLE CHARGED / MULTI CHARGED STAIN FREE FULL BODY PORCELAIN VITRIFIED TILES WITH DOUBLE LAYER PIGMENT OF SIZE 800 X 800 MM AND THICKNESS BETWEEN 9-11 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., COMPLETE, INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK-FIRST FLOOR

FLOORING WITH DOUBLE CHARGED / MULTI CHARGED STAIN FREE FULL BODY PORCELAIN VITRIFIED TILES WITH DOUBLE LAYER PIGMENT OF SIZE 800 X 800 MM AND THICKNESS BETWEEN 9-11 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CEMENT MORTAR (1:8), 12 MM THICK OVER CC BED ALREADY LAID OR RCC ROOF SLAB, INCLUDING NEAT CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD @ 3.3.KGS PER SQM & JOINTED NEATLY WITH WHITE CEMENT PASTE TO FULL DEPTH MIXED WITH PIGMENT OF MATCHING SHADE, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILES ETC., COMPLETE, INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK-SECOND FLOOR

PROVIDING DADOOING TO INTERNAL WALLS WITH DIGITAL / POLISHED GLAZED FULL BODY PORCELAIN WALL TILES OF SIZE 300 X 600 MM WITH ANY TYPE OF DESIGN TEXTURE SUCH AS MARBLE FINISH, WOODEN, BAMBOO, STONE FINISHES ETC., SCRATCH LESS, STAIN FREE AND THICKNESS BETWEEN 6 - 8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CM (1:3) 12 MM THICK WITH CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD AT THE RATE OF 3.30 KGS PER SQM AND JOINTED WITH WHITE CEMENT PASTE MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE TILES, CEMENT, SAND AND WATER ETC., COMPLETE INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK, FOR GROUND/STILT FLOOR

PROVIDING DADOOING TO INTERNAL WALLS WITH DIGITAL / POLISHED GLAZED FULL BODY PORCELAIN WALL TILES OF SIZE 300 X 600 MM WITH ANY TYPE OF DESIGN TEXTURE SUCH AS MARBLE FINISH, WOODEN, BAMBOO, STONE FINISHES ETC., SCRATCH LESS, STAIN FREE AND THICKNESS BETWEEN 6 - 8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CM (1:3) 12 MM THICK WITH CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD AT THE RATE OF 3.30 KGS PER SQM AND JOINTED WITH WHITE CEMENT PASTE MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE TILES, CEMENT, SAND AND WATER ETC., COMPLETE INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK, FOR FIRST FLOOR

PROVIDING DADOOING TO INTERNAL WALLS WITH DIGITAL / POLISHED GLAZED FULL BODY PORCELAIN WALL TILES OF SIZE 300 X 600 MM WITH ANY TYPE OF DESIGN TEXTURE SUCH AS MARBLE FINISH, WOODEN, BAMBOO, STONE FINISHES ETC., SCRATCH LESS, STAIN FREE AND THICKNESS BETWEEN 6 - 8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CM (1:3) 12 MM THICK WITH CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD AT THE RATE OF 3.30 KGS PER SQM AND JOINTED WITH WHITE CEMENT PASTE MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE TILES, CEMENT, SAND AND WATER ETC., COMPLETE INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK, FOR SECOND FLOOR

PROVIDING DADOOING TO INTERNAL WALLS WITH DIGITAL / POLISHED GLAZED FULL BODY PORCELAIN WALL TILES OF SIZE 300 X 600 MM WITH ANY TYPE OF DESIGN TEXTURE SUCH AS MARBLE FINISH, WOODEN, BAMBOO, STONE FINISHES ETC., SCRATCH LESS, STAIN FREE AND THICKNESS BETWEEN 6 - 8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CM (1:3) 12 MM THICK WITH CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD AT THE RATE OF 3.30 KGS PER SQM AND JOINTED WITH WHITE CEMENT PASTE MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE TILES, CEMENT, SAND AND WATER ETC., COMPLETE INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK, FOR THIRD FLOOR

PROVIDING DADOOING TO INTERNAL WALLS WITH DIGITAL / POLISHED GLAZED FULL BODY PORCELAIN WALL TILES OF SIZE 300 X 600 MM WITH ANY TYPE OF DESIGN TEXTURE SUCH AS MARBLE FINISH, WOODEN, BAMBOO, STONE FINISHES ETC., SCRATCH LESS, STAIN FREE AND THICKNESS BETWEEN 6 - 8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CM (1:3) 12 MM THICK WITH CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD AT THE RATE OF 3.30 KGS PER SQM AND JOINTED WITH WHITE CEMENT PASTE MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE TILES, CEMENT, SAND AND WATER ETC., COMPLETE INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK, FOR FOURTH FLOOR

PROVIDING DADOOING TO INTERNAL WALLS WITH DIGITAL / POLISHED GLAZED FULL BODY PORCELAIN WALL TILES OF SIZE 300 X 600 MM WITH ANY TYPE OF DESIGN TEXTURE SUCH AS MARBLE FINISH, WOODEN, BAMBOO, STONE FINISHES ETC., SCRATCH LESS, STAIN FREE AND THICKNESS BETWEEN 6 - 8 MM 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, SET OVER BASE COAT OF CM (1:3) 12 MM THICK WITH CEMENT SLURRY OF HONEY LIKE CONSISTENCY SPREAD AT THE RATE OF 3.30 KGS PER SQM AND JOINTED WITH WHITE CEMENT PASTE MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE TILES, CEMENT, SAND AND WATER ETC., COMPLETE INCLUDING SEIGNIORAGE CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK, FOR FIFTH FLOOR

PROVIDING AND FIXING FACTORY MADE UPVC WHITE COLOUR SLIDING GLAZED WINDOWUPTO 1.50 M IN HEIGHT DIMENSION ,THREE TRACK THREE PANELS SLIDING WINDOW WITH FLY PROOF SS WIRE MESH (TWO NOS. GLAZED & ONE NO. WIRE MESH PANELS) MADE OF (SMALL SERIES) FRAME 92 X 44 MM & SASH 32 X 60 MMBOTH HAVING WALL THICKNESS OF 1.9 ± 0.2 MM AND SINGLE GLAZINGBEAD OF APPROPRIATE DIMENSION (AREA OF WINDOW UPTO 1.75 SQM).COMPRISINGOF UPVC MULTI-CHAMBEREDFRAME WITH IN-BUILT ROLLER TRACK AND SASH EXTRUDED PROFILES DULY REINFORCEDWITH 1.60 ± 0.2 MM THICK GALVANIZED MILD STEEL SECTION MADE FROM ROLLFORMING PROCESS OF REQUIRED LENGTH (SHAPE & SIZE ACCORDING TO UPVC PROFILE), APPROPRIATE DIMENSION OF UPVC EXTRUDED GLAZING BEADS AND UPVC EXTRUDED INTERLOCKS, EPDM GASKET, WOOL PILE, ZINC ALLOY (WHITEPOWDER COATED) TOUCH LOCKS WITH HOOK, ZINC ALLOY BODY WITH SINGLE NYLONROLLERS (WEIGHT BEARING CAPACITY TO BE 40 KG), G.I FASTENERS 100 X 8 MMSIZE FOR FIXING FRAME TO FINISHED WALL AND NECESSARY STAINLESS STEEL SCREWSETC. PROFILE OF FRAME & SASH SHALL BE MITRED CUT AND FUSION WELDED AT ALLCORNERS, INCLUDING DRILLING OF HOLES FOR FIXING HARDWARE'S AND DRAINAGE OFWATER ETC. AFTER FIXING FRAME THE GAP BETWEEN FRAME AND ADJACENT INISHEDWALL SHALL BE FILLED WITH WEATHER PROOF SILICON SEALENT OVER BACKER ROD OFREQUIRED SIZE AND OF APPROVED QUALITY, ALL COMPLETE AS PER APPROVED DRAWING& DIRECTION OF ENGINEER-IN-CHARGE INCLUSIVE OF COST OF SINGLE / DOUBLE GLASS PANES, WIRE MESH AND SILICON SEALENT . NOTE: FOR UPVC FRAME AND SASH EXTRUDED PROFILES MINUS 5% TOLERANCEIN DIMENSION I.E. IN DEPTH & WIDTH OF PROFILE SHALL BE ACCEPTABLE.VARIATION IN PROFILE DIMENSION IN HIGHER SIDE SHALL BE ACCEPTED. BUT NO EXTRA PAYMENT ON THIS ACCOUNT SHALL BE MADE.

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.

SUPPLY AND LAYING OF ASHIRVAD / AJAY / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENT OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRWAD FLOWGUARD SDR 13.5 PIPES ARE MADE FROM IDENTICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) - 28.60 MM OD PIPES SDR 13.5

Supply and Fixing of 25mm outer dia heavy (2.20mm thickness) grade with IS:9537 part 3 FRLS regid PVC pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point including cost of suitable size of modular metal box of the same make of switch including all labour charges etc., complete. Makes : Precision/Universal& Marudhar/VIP / Sudhakar.

Supply and Fixing of 25mm outer dia heavy (2.20mm thickness) heavy grade with IS:9537 part 3 FRLS regid PVC pipe of makes concealed in wall with all required accessories including masonary work and labour charges etc., complete. Makes : Precision/Universal& Marudhar/VIP / Sudhakar. (For circuit mains, power sockets and computer boards only)

Supply and Fixing of 25mm outer dia heavy (2.20mm thickness) heavy grade with IS:9537 part 3 FRLS regid PVC pipe of concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete. Makes : Precision/Universal& Marudhar/VIP / Sudhakar.

Supply and Fixing of 25mm outer dia heavy (2.20mm thickness) heavy grade with IS:9537 part 3 FRLS regid PVC pipe in under neath the floor with all required accessories including masonary work and labour charges etc., complete.Makes : Precision/Universal& Marudhar/VIP / Sudhakar.