Police Housing Corporation Limited Tender
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Police Housing Corporation Limited - APSPHCL Tender
Coronavirus COVID 19
Agriculture or Forestry Works
Opening Date5 Feb 2020
Closing Date20 Feb 2020
Tender Amount₹ 2,77,54,997
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
₹ 10,000
Description
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Contact
Tender Id
313681Bid Award Id
ViewTender No
A450/2019-20Tender Authority
Police Housing Corporation Limited ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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BOQ Items
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)
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FILLING WITH CARTED GRAVEL OBTAINED FROM APPROVED QUARRY IN LAYERS NOT EXCEEDING 15 CM THICK, IN BASEMENTS, CONSOLIDATING EACH DEPOSITED LAYER BY WATERING AND RAMMING INCLUDING COST AND CONVEYANCE OF WATER TO WORK SITE AND ALL OPERATIONAL, INCIDENTAL, (Excluding Seigniorage Charges), LABOUR CHARGES, HIRE CHARGES OF T & P ETC., COMPLETE FOR FINISHED ITEM OF WORK. (APSS NO. 309 & 310)
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FILLING WITH STONE CRUSHER DUST FINER THAN 3 MM WITH NOT MORE THAN10% PASSING THROUGH 0.075 SIEVE IN LAYERS NOT EXCEEDING 15 CM THICK, IN FOUNDATIONS & 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)
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PROVIDING ANTITERMITE TREATMENT AS PER IS 6315 (PART - 2) 2001 (PRE-CONSTRUCTIONAL CHEMICAL TREATMENT MEASURES) ALONG THE INTERNAL & EXTERNAL VERTICAL FACES OF THE COLUMNS, PLINTH BEAMS, BASEMENT AND TOP SURFACE OF THE BASEMENT FILLING BELOW FLOORING BED AS PER THE SPECIFIED PROCEDURE CONFORMING TO IS 6315 (PART-2) 2001 AND OTHER RELEVANT APPROVED SPECIFICATION DULY USING CHLORPYRIPHOS/ LINDANE EMULSIFIABLE CONCENTRATE 20% WITH 1% CONCENTRATION @ 7.5 LITERS/ SQM OF THE VERTICAL SURFACE & @ 5.0 LITERS/ SQM OF THE HORIZONTAL SURFACE OF THE SUBSTRUCTURE TO A DEPTH OF 500 MM AROUND COLUMNS & 300 MM 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 SPRAYING, RODDING ETC COMPLETE FOR FINISHED ITEM OF WORK AS PER THE APPROVAL OF THE ENGINEER-IN-CHARGE.
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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, (Excluding Seigniorage Charges), SCAFFOLDING AND CURING ETC., CPOMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK GROUND FLOOR (APSS NO. 501&504).
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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, (Excluding Seigniorage Charges), SCAFFOLDING AND CURING ETC., CPOMPLETE FOR FINISHED ITEM OF WORK. SUPERSTRUCTURE WALLS 225 MM THICK FIRST FLOOR (APSS NO. 501&504).
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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, (Excluding Seigniorage Charges), SCAFFOLDING AND CURING ETC., CPOMPLETE FOR FINISHED ITEM OF WORK. PARTITION AND PARAPET WALLS 100 MM THICK GROUND FLOOR (APSS NO. 501&504).
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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, (Excluding Seigniorage Charges), SCAFFOLDING AND CURING ETC., CPOMPLETE FOR FINISHED ITEM OF WORK. PARTITION AND PARAPET WALLS 100 MM THICK FIRST FLOOR (APSS NO. 501&504).
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PLAIN CEMENT CONCRETE (1:3:6) PROP. USING 20MM GRADED HARD GRANITE MACHINE CRUSHED METAL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, (Excluding Seigniorage Charges), CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, MACHINE MIXING, LAYING, CURING, FINISHING, ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. BED BLOCKS IN GROUND FLOOR (APSS NO: 402).
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PLAIN CEMENT CONCRETE (1:3:6) PROP. USING 20MM GRADED HARD GRANITE MACHINE CRUSHED METAL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, (Excluding Seigniorage Charges), CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC.,, MACHINE MIXING, LAYING, CURING, FINISHING, ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK. BED BLOCKS IN FIRST FLOOR (APSS NO: 402).
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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, (Excluding Seigniorage Charges) CHARGES, 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 PILE CAPS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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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, (Excluding Seigniorage Charges) CHARGES, 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)
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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, (Excluding Seigniorage Charges) CHARGES, 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 GROUND FLOOR COLUMNS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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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, (Excluding Seigniorage Charges) CHARGES, 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 FIRST FLOOR COLUMNS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADECORRESPONDING 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, (Excluding Seigniorage Charges) CHARGES, 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 GROUND FLOOR BEAMS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADECORRESPONDING 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, (Excluding Seigniorage Charges) CHARGES, 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 FIRST FLOOR BEAMS. (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADECORRESPONDING 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, (Excluding Seigniorage Charges) CHARGES, 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 GROUND FLOOR 125MM THICK SLAB . (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADECORRESPONDING 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, (Excluding Seigniorage Charges) CHARGES, 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 FIRST FLOOR 125MM THICK SLAB . (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADECORRESPONDING 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, (Excluding Seigniorage Charges) CHARGES, 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 GROUND FLOOR 200MM THICK SLAB . (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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SUPPLY AND PLACING OF THE DESIGN MIX CONCRETE OF M-25 GRADECORRESPONDING 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, (Excluding Seigniorage Charges) CHARGES, 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 FIRST FLOOR 200MM THICK SLAB . (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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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, (Excluding Seigniorage Charges) CHARGES, ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. LINTELS - GROUND FLOOR. (APSS NO.403) (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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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, (Excluding Seigniorage Charges) CHARGES, ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. LINTELS - FIRST FLOOR. (APSS NO.403) (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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VRCC M-20 GRADE NOMINAL MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, (Excluding Seigniorage Charges), , ON ALL MATERIALS, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE AND PROVIDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. SUNSHADES OF 50MM (2") AVERAGE THICK INCLUDING DRIP COURSE OF SIZE 40MM WIDE X 20MM HEIGHT IN CEMENT MORTAR (1:4)PROP - GROUND FLOOR (APSS NO.403)
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VRCC M-25 GRADE DESIGN MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, (Excluding Seigniorage Charges), , ON ALL MATERIALS, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING ETC., COMPLETE AND PROVIDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. SUNSHADES OF 50MM (2") AVERAGE THICK INCLUDING DRIP COURSE OF SIZE 40MM WIDE X 20MM HEIGHT IN CEMENT MORTAR (1:4)PROP - FIRST FLOOR (APSS NO.403)
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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, (Excluding Seigniorage Charges) CHARGES, ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. RACKS 25 MM THICK - GROUND FLOOR. (APSS NO.403) (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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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, (Excluding Seigniorage Charges) CHARGES, ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS WEIGH BATCHING, MACHINE MIXING, LAYING CONCRETE, CURING ETC., COMPLETE WITH MINIMUM CEMENT CONTENT AS PER IS CODE, ETC., COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK. RACKS 25 MM THICK - FIRST FLOOR. (APSS NO.403) (ESTIMATE PURPOSE QTY. OF CEMENT TAKEN AS 380 Kgs FOR M-25 GRADE CONCRETE)
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INTERNAL DOOR - (DOUBLE SHUTTER) 1.50 X 2.10 M: SUPPLYING POSITIONING AND FIXING OF ISI MARK, STANDARD MAKE FLUSH DOOR SHUTTER OF 35 MM THICK BOND WOOD SOLID BLOCK BOARD TYPE WITH TEAK VENEER ON ONE FACE AND COMMERCIAL PLY ON ANOTHER FACE, INCLUDING DOOR FRAME MADE WITH TEAK WOOD SCANTLINGS OF SIZE 150 MM X 100 MM, INCLUDING 6 NOS. OF MS 'Z' HOLD FASTS OF SIZE 230 X 40 X 3 MM, 8 NOS. OF 125 MM BUTT HINGES, 4 NOS. 150 MM LONG DOOR HANDLES, 2 NOS. ALDROP OF SIZE 300 MM LONG, 3 NOS. 250 MM LONG TOWER BOLTS, 2 NOS. DOOR STOPPERS WITH BOLTS, NUTS, NF SCREWS, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES FOR MAKING THE FRAME, SHUTTER, MINOR EXTRA FIXTURES REQUIRED IF ANY AS DIRECTED BY THE ENGINEER-IN-CHRGE OF THE WORK COMPLETE FOR FINISHED ITEM OF WORK. (ALL FITTINGS AND FIXTURES SHOULD BE OF ALUMINIUM, ISI MARK, GOT APPROVED BY THE ENGINEER-IN-CHARGE). (APSS NO: 1001&1002).
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TOILET DOOR -: 0.85X2.10 M: SUPPLY, POSITIONING AND FIXING OF 35 MM THICK FLUSH DOOR SHUTTER, SOLID BOND WOOD BLOCK BOARD TYPE WITH COMMERCIAL PLY ON BOTH FACES INCLUDING SUPPLY, POSITIONING AND FIXING DOOR FRAME MADE WITH TEAK WOOD SCANTLING OF SIZE 100 MM X 75 MM, INCLUDING 6 NOS. OF MS HOLD FASTS OF SIZE 250X50X8 MM, 4 NOS. OF 125 MM BUTT HINGES, 2 NOS. 125 MM LONG DOOR HANDLE, 1 NO. ALDROP OF SIZE 250 MM LONG, 2 NOS. OF 200 MM LONG TOWER BOLTS, INCLUDING PROVIDING KICK PLATE WITH 24 GUAGE ALUMINIUM SHEET UP TO 230 MM HEIGHT ON FRONT FACE & FULL HEIGHT ON REAR FACE INCLUDING BOTTOM EDGE OF THE SHUTTER WITH BOLTS, NUTS, NF SCREWS, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES FOR MAKING THE FRAME AND SHUTTER, MINOR EXTRA FIXTURES REQUIRED IF ANY AS DIRECTED BY THE ENGINEER-IN-CHRGE OF THE WORK ETC., COMPLETE FOR FINISHED ITEM OF WORK. (ALL FITTINGS AND FIXTURES SHOULD BE OF ALLUMINUM, ISI MARK, GOT APPROVED BY THE ENGINEER-IN-CHARGE) (APSS NO: 1001&1002).
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INTRNAL DOOR - (SINGLE SHITTER): 1.05X 2.10M: SUPPLYING, POSITIONING AND FIXING OF ISI MARK, STANDARD MAKE, FLUSH DOOR SHUTTER OF 35 MM THICK BOND WOOD SOLID BLOCK BOARD TYPE WITH TEAK PLY ON ONE FACE AND COMMERCIAL PLY ON ANOTHER FACE, INCLUDING DOOR FRAME MADE WITH TEAK WOOD SCANTLING OF SIZE 100 MM X 75 MM, 6 NOS. OF MS 'Z' HOLD FASTS OF SIZE 230 X 40 X 3 MM, 4 NOS. OF 125 MM BUTT HINGES, 2 NOS. 150 MM LONG DOOR HANDLES, 1 NO. ALDROP OF SIZE 300 MM LONG, 2 NOS. 250 MM LONG TOWER BOLTS, 1 NO. DOOR STOPPER WITH BOLTS, NUTS, NF SCREWS, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES FOR MAKING THE FRAME, SHUTTER, MINOR EXTRA FIXTURES REQUIRED IF ANY AS DIRECTED BY THE ENGINEER-IN-CHRGE OF THE WORK COMPLETE FOR FINISHED ITEM OF WORK. (ALL FITTINGS AND FIXTURES SHOULD BE OF ALUMINIUM, ISI MARK, GOT APPROVED BY THE ENGINEER-IN-CHARGE). (APSS NO: 1001&1002).
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S & F OF UNPLASTICISED POLY VINYL CHLORIDE (UPVC) SLIDING WINDOWS THREE TRACK - TWO GLASS SHUTTERS SLIDING AND ONE MESH SHUTTER - 80-SERIES DULY MANUFACTURED USING UPVC REINFORCED PROFILES OF 80 MM X 52 MM X 2.25 MM FOR OUTER FRAMES, 54 MM X38 MM X 2.25 MM FOR SLIDING SHUTTER FRAMES CAPABLE OF MOUNTING SINGLE GLAZING SYSTEM STRUCTURALLY REINFORCED WITH HOT DIP GALVANIZED UP TO 50 MICRONS OF MINIMUM THICKNESS OF 1.2 MM PREFABRICATED & WELDED THROUGH FUSION WELDING. THE WINDOW SASH SHALL BE FITTED WITH 5 MM THICK CLEAR FLOAT GLASS OF REPUTED MAKE AND MESH SHUTTER FRAME SHALL BE 52 MM X 21.5 MM X 2 MM FITTED WITH NYLON/ POLYMER MESH ON ROLLERS/ PULLEY DULY FIXED WITH EPDM WEATHERING SEAL RESISTANT ACCESSORIES LIKE CLIPPING LOCKING SYSTEM MADE OF ALUMINIUM, 1 NO., PER SET OF SASHES AND THE SYSTEM IS TO BE INSTALLED AT THE SITE USING ANCHOR FASTENERS, SILICON RUBBER SEALANT, EASY GLAZING/ DEGLAZING AT SITE ETC., INCLUDING COST AND CONVEYANCEOF ALL MATERIALS, ACCESSORIES, LABOUR CHARGES FOR TRANSPORTATION,ERECTION AT SITE WITH TEMPLATES FOR CASEMENT SIZING COMPLETE FOR FINISHED ITEM OF WORK.
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S & F OF FIXED LOUVERED VENTILATOR MADE OUT OF MULTI CHAMBERED UPVC SECTIONS WITH TPV GASKETS HAVING ISOLATED DRAINAGE AND REINFORCED WITH GALVANIZED IRON PROFILES THROUGHOUT THE WINDOW. THE OUTER FRAME HAVING AN OVERALL SIZE OF 60 X 55 MM WITH REINFORCEMENT OF 1 MM THICKNESS AND MULLION WITH OVERALL SIZE OF 74 X 60 MM WITH REINFORCEMENT OF 1 MM THICKNESS. VENTILATOR SHALL BE PROVIDED WITH 4.5 MM PIN HEAD GLASS, STANDARD HARDWARE. WALL THICKNESS OF FRAME & MULLION SHALL BE 2.0 MM, INCLUDING COST AND CONVEYANCEOF ALL MATERIALS, ACCESSORIES, LABOUR CHARGES FOR TRANSPORTATION,ERECTION AT SITE WITH TEMPLATES FOR CASEMENT SIZING COMPLETE FOR FINISHED ITEM OF WORK.
4
-
-
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, (Excluding Seigniorage Charges) CHARGES, 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 ETC,, COMPLETE FOR FINISHED ITEM OF WORK. GROUND FLOOR (APSS.NO: 901&903)
40
-
-
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, (Excluding Seigniorage Charges) CHARGES, 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 ETC,, COMPLETE FOR FINISHED ITEM OF WORK. FIRST FLOOR (APSS.NO: 901&903)
280
-
-
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 ETC., COMPLETE FOR FINISHED ITEM OF WORK. GROUND FLOOR (Excluding Seigniorage Charges) (APSS NO: 901 & 904)
300
-
-
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 ETC., COMPLETE FOR FINISHED ITEM OF WORK. (Excluding Seigniorage Charges) FIRST FLOOR (APSS NO: 901 & 904)
300
-
-
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. (Excluding Seigniorage Charges)GROUND FLOOR BASEMENT (APSS NO: 901&904)
50
-
-
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. (Excluding Seigniorage Charges)GROUND FLOOR (APSS NO: 901&904)
750
-
-
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. (Excluding Seigniorage Charges)FIRST FLOOR (APSS NO: 901&904)
850
-
-
DADOOING AND FLOORING IN TOILETS WITH GLAZED FULL BODY PORCELAIN PREMIUM PLAIN DESIGN HIGHLIGHTER COMBINATION FLOOR AND WALL TILES SET WITH FLOOR TILES OF THICKNESS 14-16 MM AND WALL TILES OF THICKNESS 8-10 MM BUT INCLUDING HIGHLIGHTERS 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, AS DIRECTED BY THE ENGINEER-IN-CHARGE, 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, (Excluding Seigniorage Charges) CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK. GROUND FLOOR.
25
-
-
DADOOING AND FLOORING IN TOILETS WITH GLAZED FULL BODY PORCELAIN PREMIUM PLAIN DESIGN HIGHLIGHTER COMBINATION FLOOR AND WALL TILES SET WITH FLOOR TILES OF THICKNESS 14-16 MM AND WALL TILES OF THICKNESS 8-10 MM BUT INCLUDING HIGHLIGHTERS 1ST QUALITY CONFORMING TO IS:13711, IS:13712, IS:13630 (PARTS 1 TO 15) OF ANY COLOUR AND FINISH IN ALL SHADES AND DESIGNS, AS DIRECTED BY THE ENGINEER-IN-CHARGE, 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, (Excluding Seigniorage Charges) CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK. FIRST FLOOR.
25
-
-
FLOORING WITH NON-SKID FULL BODY 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., COMPLETE, INCLUDING (Excluding Seigniorage Charges) CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR GROUND FLOOR TOILETS.
10
-
-
FLOORING WITH NON-SKID FULL BODY 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., COMPLETE, INCLUDING (Excluding Seigniorage Charges) CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK. FOR FIRST FLOOR TOILETS.
10
-
-
FLOORING WITH DOUBLE CHARGED / MULTI CHARGED STAIN FREE FULL BODY PORCELAIN VITRIFIED TILES WITH DOUBLE LAYER PIGMENT OF SIZE 600 X 600 MM AND THICKNESS BETWEEN 8-10 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 AS DIRECTED BY THE ENGINEER-IN-CHARGE, 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 (Excluding Seigniorage Charges) CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK - GROUND FLOOR.
300
-
-
FLOORING WITH DOUBLE CHARGED / MULTI CHARGED STAIN FREE FULL BODY PORCELAIN VITRIFIED TILES WITH DOUBLE LAYER PIGMENT OF SIZE 600 X 600 MM AND THICKNESS BETWEEN 8-10 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 AS DIRECTED BY THE ENGINEER-IN-CHARGE, 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 (Excluding Seigniorage Charges) CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK - FIRST FLOOR.
300
-
-
PROVIDING SKIRTING TO INTERNAL WALLS WITH DOUBLE CHARGED / MULTI CHARGED STAIN FREE FULL BODY PORCELAIN VITRIFIED TILES WITH DOUBLE LAYER PIGMENT OF SIZE 600 X 600 MM AND THICKNESS BETWEEN 8-10 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 AS DIRECTED BY THE ENGINEER-IN-CHARGE IN LENGTH EQUAL TO FLOORING STONES, SET OVER BASE COAT OF CM (1:5) 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 (Excluding Seigniorage Charges) CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK - GROUND FLOOR.
20
-
-
PROVIDING SKIRTING TO INTERNAL WALLS WITH DOUBLE CHARGED / MULTI CHARGED STAIN FREE FULL BODY PORCELAIN VITRIFIED TILES WITH DOUBLE LAYER PIGMENT OF SIZE 600 X 600 MM AND THICKNESS BETWEEN 8-10 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 AS DIRECTED BY THE ENGINEER-IN-CHARGE IN LENGTH EQUAL TO FLOORING STONES, SET OVER BASE COAT OF CM (1:5) 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 (Excluding Seigniorage Charges) CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK - FIRST FLOOR.
20
-
-
FLOORING WITH HIGH POLISHED GRANITE 18 MM THICK SLABS BLACK SET OVER BASE COAT OF CEMENT MORTAR (1:8), 20 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 MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILESETC., COMPLETE, INCLUDING (Excluding Seigniorage Charges) CHARGES, LABOUR CHARGES FOR DRESSING OF TILESETC., COMPLETE FOR FINISHED ITEM OF WORK, BUT EXCLUDING THE COST OF CONVEYANCE OF ALL MATERIALS. FOR STEPS IN GROUND FLOOR.
15
-
-
FLOORING WITH HIGH POLISHED GRANITE 18 MM THICK SLABS BLACK SET OVER BASE COAT OF CEMENT MORTAR (1:8), 20 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 MIXED WITH PIGMENT OF MATCHING SHADE TO FULL DEPTH, INCLUDING COST OF ALL MATERIALS LIKE CEMENT, SAND WATER AND TILESETC., COMPLETE, INCLUDING (Excluding Seigniorage Charges) CHARGES, LABOUR CHARGES FOR DRESSING OF TILESETC., COMPLETE FOR FINISHED ITEM OF WORK, BUT EXCLUDING THE COST OF CONVEYANCE OF ALL MATERIALS. FOR STEPS IN FIRST FLOOR.
15
-
-
GRONOLITHIC CONCRETE FLOORING 20 MM THICK WITH (1:1:2), USING 6MM TO 12 MM SIZE HARD GRANITE MACHINE CRUSHED METAL LAID OVER CC BED ALREADY LAID OR RCC ROOF SLAB, IN ALTERNATE PANELS OF SIZE NOT EXCEEDING 1.50 M X 1.50 M AND FINISHING THE TOP SURFACE TO REQUIRED SMOOTHNESS AND SLOPES AND THREAD LINING INCLUDING COST OF ALL MATERIALS LIKE CEMENT, METAL, SAND AND WATER ETC., COMPLETE, INCLUDING (Excluding Seigniorage Charges) CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK.
200
-
-
HALF ROUNDING THE EDGES OF GRANITE SLAB AS DIRECTED BY THE ENGINEER-IN-CHARGE, INCLUDING POLISHING, ALL LABOUR CHARGES, HIRE CHARGES OF TOOLS AND PLANTS, INCIDENTAL & OPERATIONAL CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
120
-
-
PROVIDING AND APPLYING SYNTHETIC PLASTER PUTTY OR EQUIVALENT PUTTY SUCH AS BIRLA WALL CARE PUTTY OF AVERAGE 1 TO 2 MM THICK OVER PLASTERED SURFACE TO PREPARE THE SURFACE EVEN AND SMOOTH AFTER THOROUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT AND REMAINS OF LOOSE POWDERED MATERIALS, APPLYING EMERY PAPER, SAND THE SURFACE, CLEAN & WIPE OFF LOOSE DUST, APPLYING, KNIFING PASTE FILLER BY PUTTY KNIFE / MUSLIN PAD, AIR DRY FOR 2-3 HRS., SAND WITH 180 AND 320 NO. EMERY PAPER FOR THE SURFACE PREPARATION INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK - INTERNAL WALLS.
1400
-
-
PROVIDING AND APPLYING SYNTHETIC PLASTER PUTTY OR EQUIVALENT PUTTY SUCH AS BIRLA WALL CARE PUTTY OR TEXTURE PAINT OR EQUIVALENT SUCH AS NCL / SAICOAT TEXTURE PAINT OF AVERAGE 2 TO 3 MM THICK OVER PLASTERED SURFACE TO PREPARE THE SURFACE EVEN AND SMOOTH AFTER THOROUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT AND REMAINS OF LOOSE POWDERED MATERIALS, APPLYING EMERY PAPER, SAND THE SURFACE, CLEAN & WIPE OFF LOOSE DUST, APPLYING, PUTTY / TEXTURE PAINT FILLER BY PUTTY KNIFE / MUSLIN PAD, AIR DRY FOR 2-3 HRS., FOR THE SURFACE PREPARATION INCLUDING ACESS SCAFFOLDING, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR EXTERNAL WALLS GROUND FLOOR.
350
-
-
PROVIDING AND APPLYING SYNTHETIC PLASTER PUTTY OR EQUIVALENT PUTTY SUCH AS BIRLA WALL CARE PUTTY OR TEXTURE PAINT OR EQUIVALENT SUCH AS NCL / SAICOAT TEXTURE PAINT OF AVERAGE 2 TO 3 MM THICK OVER PLASTERED SURFACE TO PREPARE THE SURFACE EVEN AND SMOOTH AFTER THOROUGHLY BRUSHING THE SURFACE TO REMOVE ALL DIRT AND REMAINS OF LOOSE POWDERED MATERIALS, APPLYING EMERY PAPER, SAND THE SURFACE, CLEAN & WIPE OFF LOOSE DUST, APPLYING, PUTTY / TEXTURE PAINT FILLER BY PUTTY KNIFE / MUSLIN PAD, AIR DRY FOR 2-3 HRS., FOR THE SURFACE PREPARATION INCLUDING ACESS SCAFFOLDING, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, ALL OPERATIONAL, INCIDENTAL, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR EXTERNAL WALLS FIRST FLOOR.
400
-
-
Painting to new walls with 2 coats of Plastic emulsion paint of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls
1500
-
-
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)
750
-
-
PAINTING TO NEW WOOD WORK TWO COATS WITH SYNTHETIC ENAMEL PAINT OF APPROVED BRAND AND SHADE OVER ONE COAT OF WOOD 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).
70
-
-
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).
80
-
-
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.
28
-
-
SUPPLY AND FIXING GYP BOARD SUSPENDED REGULAR SINGLE LAYER FALSE CEILING (GS-MFSC-4.1 AS PER INDIA GYPSUM) USING 12.50 MM THICK GYP BOARD CONFORMING TO IS 2095-1982 FIXING TO GYP STEEL GI PERIMETER CHANNELS OF SIZE 20 X 27 X 30 MM (WEB) OF 0.55 MM THICK ALONG THE PERIMETER OF CEILING SCREW FIXED TO BRICK WORK / PARTITION AT 610 MM C/C AND SUSPENDING THE FRAME WORK USING INTERMEDIATE CHANNELS (45 X 15 X 15 X 0.90 MM) FROM SOFFIT AT 1220 MM C/C WITH CEILING ANGLE (25 X 10 X 0.55 MM) FIXED WITH GI CLEAT AND STEEL EXPANSION FASTENERS & CONNECTING CLIP TO THE CEILING CHANNELS (WITH KNURLED WEB OF 51.50 X 26 X 10.50 X 0.55 MM) FIXED IN DIECTION PERPENDICULAR TO THE INTERMEDIATE CHANNEL AT 457 MM C/C AND FIXING THE 12.50 MM DRYWALL SCEWS AT 230 MM C/C & JOINTING, FIXING USING JOINT COMPOUND AND PAPER TAPE TO HAVE A FLUSH LOOK INCLUDING FILLING THE TAPPERED & SQUARE EDGES WITH JOINTING COMPOUND, TWO COATS OF DRYWALL TOPCOAT COMPLETE FOR FINISHED ITEM OF WORK AS PER INDIA GYPSUM LTD., SPECIFICATION.
500
-
-
SUPPLY AND FIXING MS GRILLS TO WINDOWS / VENTILATORS OF ALL SIZES INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES FOR FABRICATION & FIXING AS DIRECTED BY THE ENGINEER-IN-CHARGE ETC., COMPLETE FOR FINISHED ITEM OF WORK. M.S SQUARE BARS OF ALL SIZES:
600
-
-
SUPPLY AND FIXING MS GRILLS TO WINDOWS / VENTILATORS OF ALL SIZES INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES FOR FABRICATION & FIXING AS DIRECTED BY THE ENGINEER-IN-CHARGE ETC., COMPLETE FOR FINISHED ITEM OF WORK. M.S FLATS OF ALL SIZES:
300
-
-
SUPPLY AND FIXING OF STAINLESS STEEL RAILING USING STAINLESS STEEL TUBES, SECTIONS, PLATES, SHEETS, PIPES OF ALL SIZES & DIAMETERS OF 304 GRADE, INCLUDING FABRICATION AS PER APPROVED DESIGN USING STAINLESS STEEL WELDING RODS, BUFFING, POLISHING, LACQUER FINISHING, TO PRESENT SEAMLESS FINISH, ALL OTHER INCIDENTAL, OPERATIONAL CHRGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
130
-
-
SUPPLYING AND LAYING RAIN WATER DOWN TAKE PIPES WITH 110 MM DIA PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, WITH NECESSARY UPVC PIPE CLIPS @ 5' INTERVALS AND JOINTED WITH SOLVENT CEMENT INCLUDING CUTTING OF WALLS AND FLOORS AND MAKING THE SAME GOOD, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
72
-
-
ADD LS FOR ELEVATION CLADING WORK AND ROUNDING OFF
-
-
-
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) - 22.20 MM OD PIPES SDR 13.5
20
-
-
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
20
-
-
SUPPLYING AND FIXING 15 MM DIA BIB TAP WITH FLANGE CHROMIUM PLATED JAQUAR MAKE QUEEN SERIES INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
8
-
-
SUPPLYING AND FIXING 12.70 MM DIA ANGLE STOP COCK (400 GRAMS)INDIAN MAKE, HEAVY DUTY OF APPROVED ISI BRAND INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
8
-
-
SUPPLYING AND FIXING 76.2 MM (3") DIA UV RESISTANT UPVC SWR NAHANI TRAP WITH JALI OF APPROVED ISI BRAND INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
8
-
-
SUPPLYING AND LAYING 110 MM DIA SINGLE SOCKET PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, WITH NECESSARY UPVC PIPE CLIPS @ 5' INTERVALS AND JOINTED WITH SOLVENT CEMENT INCLUDING CUTTING OF WALLS AND FLOORS AND MAKING THE SAME GOOD, AND LABOUR CHARGES FOR LAYING, FIXING, AND COMMISSIONING THE PVC PIPES INCLUDING COUPLERS/ BENDS/TEES ETC., INCLUDING FIXING NECCESSARY FITTINGS LIKE BENDS PLUGS, COUPLERS, JUNCTIONS, TEES ETC., WITH SOLVENT JOINTING AS PER STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
10
-
-
SUPPLYING AND LAYING 75 MM DIA SINGLE SOCKET PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, WITH NECESSARY UPVC PIPE CLIPS @ 5' INTERVALS AND LABOUR CHARGES FOR LAYING, FIXING, AND COMMISSIONING THE PVC PIPES INCLUDING COUPLERS/ BENDS/TEES ETC., INCLUDING FIXING NECCESSARY FITTINGS LIKE BENDS, PLUGS, COUPLERS, JUNCTIONS, TEES ETC., WITH SOLVENT JOINTING AS PER STANDARDS INCLUDING CUTTING OF WALLS AND FLOORS AND MAKING THE SAME GOOD, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
6
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CONSTRUCTING 457.20 X 457.20 MM (1'-6" X 1'-6") BRICK MASONARY INSPECTION CHAMBER WITH CM (1:6) PROP. USING 2ND CLASS CLAY BRICKS OF 225MM THICK , AND FITTED WITH 457.2 X 457.2 MM (1'-6" X 1'-6") RCC COVER UP TO A DEPTH OF 914.4 MM (3'-0") AND LAYING CEMENT CONCRETE (1:4:8) 150 MM THICK USING 40 MM HBG METAL AND PCC (1:2:4) BENCHING AND CHANNEL 100 MM THICK AS PER STANDARD SPECIFICATION FOR FINISHED ITEM OF WORK.
4
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SUPPLYING AND FIXING INDIAN MAKE FLAT BACK WHITE GLAZED WASH HAND BASIN (HSW/PARRYWARE/NEYCER) IST QUALITY CONFIRMING TO IS: 2556-PART-4 :1972 OF SIZE 550 X 400MM SINGLE C.P. PILLAR COCK AS APPROVED BY EXECUTIVE ENGINEER WITH WASTE FITTINGS LIKE RUBBER PLUG, CHAIN, 32MM NOMINAL SIZE C.P. FITTING WITH PARALLEL PIPE THREAD CONFIRMING TO IS : 2963-1979 AND FITTED WITH 15MM NOMINAL BORE CHROMIUM PLATED PILLAR TAP OF 1ST QUALITY INDIAN MAKE 400GRAMS SEICO/SENIOR/NICE/ESSO OR EQUIVALENT COMPLETE WITH STANDARD CI BRACKETS, AND PAINTING TO ALL IRON FITTINGS WITH 2 COATS OF SYNTHETIC ENAMEL PAINT OF APPROVED COLOUR AND MAKE INCLUDING CUTTING THE WALLS WHEREVER NECESSARY AND MAKING THE SAME GOOD FOR FINISHED ITEM OF WORK. INCLUDING WOODEN BLOCK INCLUDING CUTTING THE WALLS WHEREVER NECESSARY AND MAKING THE SAME GOOD FOR FINISHED ITEM OF WORK.
8
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SUPPLY AND FIXING IN POSITION 584.2MM LONG ORISSA PAN WITH 100 MM 'P' OR 'S' TRAP INCLUDING PROVIDING BRICK MASONARY SEAT USING 2 ND CLASS BRICKS AS PER STANDARD PRACTICE, AND PROVIDING PVC LOW LEVEL FLUSHING SYSTEM OF 8 LITRES CAPACITY PARRYWARE SLIMLINE (WHITE) WITH INTERNAL COMPONENTS AND SHORT BEND, 12.70 MM PVC CONNECTION WITH BRASS UNION NUTS C.P COATED, INCLUDING CUTTING THE WALLS AND FLOORS AND MAKING GOOD THE SAME, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE.
2
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SUPPLY AND FIXING IN POSITION EUROPEAN TYPE WATER CLOSET OF BEST INDIAN MAKE WHITE GLAZED WITH 100 MM 'P' TRAP, PLASTIC SEAT AND LID FOR EUROPEAN WATER CLOSET AND BUFFERS AS PER IS 2548-1963 AND PROVIDING PVC LOW LEVEL FLUSHING SYSTEM OF 8 LITRES CAPACITYOF PARRYWARE SLIMLINE (WHITE) WITH INTERNAL COMPONENTS AND SHORT BEND, 12.70 MM PVC CONNECTION WITH BRASS UNION NUTS C.P COATED, INCLUDING CUTTING THE WALLS AND FLOORS AND MAKING GOOD THE SAME, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE.
6
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SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR PLAIN BEND 87.5 DEGREES AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
12
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SUPPLYING AND FIXING 75 MM DIA UV RESISTANT UPVC SWR PLAIN BEND 87.5 DEGREES AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
12
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SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR DOOR BEND 87.5 DEGREES AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
12
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SUPPLYING AND FIXING 75 MM DIA UV RESISTANT UPVC SWR DOOR BEND 87.5 DEGREES AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
12
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SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR SINGLE 'T' WITH DOOR AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
12
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SUPPLYING AND FIXING 75 MM DIA UV RESISTANT UPVC SWR SINGLE 'T' WITH DOOR AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
12
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SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR COWL AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
12
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SUPPLYING AND FIXING 75 MM DIA UV RESISTANT UPVC SWR COWL AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
12
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SUPPLYING AND FIXING BEST INDIAN MAKE 609.6X457.2mm T.V SHAPE MIRROR WITH PLASTIC FRAME MIRROR INCLUDING WOODEN BLOCKS, SCREWS ETC., INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., FOR FINISHED ITEM OF WORK COMPLETE.
4
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SUPPLYING AND FIXING 19.04 MM DIA, 609.60 MM LONG C.P TOWEL ROD WITH BRACKETS AND SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., FOR FINISHED ITEM OF WORK COMPLETE.
4
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SUPPLYING AND FIXING NP SOAP DISH HEAVY TYPE WITH NP SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC.,COMPLETE FOR FINISHED ITEM OF WORK.
4
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Add for Unforseen & Rounding off
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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) - 41.30 MM OD PIPES SDR 13.5
40
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SUPPLYING AND FIXING 40 MM NB SIZE GM GATE(PEET) VALVE AS PER IS - 778, CLASS-I, INDIAN MAKE HEAVY TYPE, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
2
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SUPPLYING AND FIXING 40 MM NB SIZE GM HORIZONTAL CHECK (NON RETURN) VALVE AS PER IS - 778, CLASS-I, INDIAN MAKE HEAVY TYPE, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
1
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PROVISION FOR DRILLING OF BORE WELL & PUMP SET
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Rounding Off
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SUPPLYING, LAYING, JOINTING AND TESTING OF SINGLE SOCKET 160 MM DIA PVC / SWR PIPES OF APPROVED MAKE OF 6 Kg/cm2 CONFIRMING TO IS:13592-1992, AND LABOUR CHARGES FOR LAYING, FIXING, AND COMMISSIONING THE PVC PIPES INCLUDING COUPLERS/ BENDS/TEES ETC., INCLUDING FIXING NECCESSARY FITTINGS LIKE BENDS PLUGS, COUPLERS, JUNCTIONS, TEES ETC., WITH SOLVENT JOINTING AS PER STANDARDS INCLUDING EXCAVATION OF TRENCHES AND SOCKET PITS IN ANY SOIL (EXCEPT ROCK REQUIRING BLASTING) UP TO 0.91M DEPTH AND REFILLING WITH EXCAVATED SOILS, WATERING, TAMPING, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.
40
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CONSTRUCTING 914.40 MM ( 3'-0") DIA FLY ASH BRICK MASONARY MAN HOLE AS PER IS-4111:PART-1:1996 WITH CM (1:6) PROP. USING FLY ASH BRICKS OF 225MM THICK FROM APPROVED SOURCE HAVING A MINIMUM CRUSHING STRENGTH OF 5N/SQ.MM INCLUDING PLASTERING WIH CM(1:3) PROP. 12 MM THICK BOTH INSIDE AND OUTSIDE, FITTED WITH 20'' DIA RCC COVERS AND FRAMES, INCLUDING EXCAVATING PITS UP TO A DEPTH OF 914.4 MM (3'-0") IN ALL SORTS OF SOILS (EXCLUDING ROCK) AND LAYING CEMENT CONCRETE (1:4:8) 150 MM THICK USING 40 MM HBG METAL AND PCC (1:2:4) BENCHING AND CHANNEL 100 MM THICK AS PER STANDARD SPECIFICATION AND INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, COST OF (Excluding Seigniorage Charges) CHARGES ON ALL MATERIALS AND ALL INCIDENTAL AND OPERATIONAL, LABOUR CHARGES LIKE MIXING CEMENT MORTAR, CONSTRUCTING MASONRY, CURING ETC., COMPLETE FOR FINISHED ITEM OF WORK AS PER STANDARD SPECIFICATION.
3
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CONSTRUCTION OF SLUDGE PITS (FOR TWIN PIT FLUSH TOILET SYSTEM) USING LOCALLY AVAILABLE RCM PRECAST WELL STEINING RINGS 6 NOS 1.2M DIA AND 30 CM HEIGHT TO FORM ABOUT 1.5M DEEP SLUDGE PIT USING 30MM THICK SHAHABD/CUDDAPAH TILE SPACERS IB BETWEEN RINGS INCLUDING EARTH WORK EXCAVATION IN ALL SOILS EXCET ROCK REQUIRING BLASTING OST AND CONVEYANCE OF RCM RINGS TO SITE LAYING THEM IN GROUND OVER PCC ANGULAR BED OF (1:6:10) 230MMX100MM THICK FOR CIRCULAR RING PORTION INCLUDING COST AND CONVEYANCE OF ALL MATRIALS AND LABOUR CHARGES AND SEALING THE TOP OF PIT WITH RCM PRECAST COVER 50MM THICK 1.2M DIA INLCUING FIXING CHARGES WITH CM (1:3) LEAK PROOF AND ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES SUCH AS REFILLING SIDE WITH EXCAVATED EARTH ETC., AS DIRECTED BY THE ENGINEER-IN-CHARGE FOR FINISHED ITEM OF WORK. (Excluding Seigniorage Charges)
2
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SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR PLAIN PLAIN TEEAS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
2
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SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR COWL AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.
2
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Unforseen items & Rounding Off
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