Police Housing Corporation Limited Tender

civil work;VRCC M - 20 NOMINAL MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE , OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, CURING ETC.,COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK, BUT EXCLUDING CENTERING, SHUTTERING ,EXCLUDING SEIGNIORAGE CHARGES.FOR FOOTING

civil work;VRCC M - 20 NOMINAL MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE , OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, CURING ETC.,COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK, BUT EXCLUDING CENTERING, SHUTTERING ,EXCLUDING SEIGNIORAGE CHARGES.FOR PLINTH BEAMS

civil work;VRCC M - 20 NOMINAL MIX CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE , OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, CURING ETC.,COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES FOR FINISHED ITEM OF WORK, BUT EXCLUDING CENTERING, SHUTTERING ,EXCLUDING SEIGNIORAGE CHARGES.FOR GROUND FLOOR COLUMNS

civil work;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.

civil work;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 AND CEILING

civil work;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)

civil work;PLASTERING TO SUPERSTRUCTURE 12 MM THICK IN TWO COATS, WITH A BASE COAT OF 8 MM THICK IN CM (1:6) PROP. AND TOP COAT OF 4 MM THICK IN CM (1:4) PROP. WITH 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 FLOOR (APSS NO: 901&904)

civil work;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 FOR INTERNAL WALLS.

civil work;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.

civil work;SUPPLY, POSITION AND FIXING OF ALUMINIUM DOOR FRAME OF SIZE 63.50 X 38.10MM USING 9NOS, 100MM LENGTH SCREWS (100 X 10MM) FOR HOLDFASTS AND FRAME OF VERTICALS TOP RAILS OF SIZE 47.50MM X 44.50 MM X 1.41MM THICK AND BOLTS OF SIZE 92.25MM X 25.40MM X 1.52MM INCLUDING 8 NOS OF 150MM LONG ALUMINIUM HINGES, 4 NOS. 200MM LONG ALUMINIUM HANDLE, 1 NO OF LOCKS, 2 NOS OF 150MM DOOR STOPPERS, 2 NOS OF 200MM TOWER BOLTS AND NECESSARY 'L' ANGLE 50 X 25 X 1.50MM (40MM LONG), GLAZING CHIPS, RUBBER BEADING 5MM THICK MIDDLE PLANK OF NOVA PAN 12MM THICK BOTTAM PORTION AND TOP PORTION PLAIN FLOAT GLASS 6MM THICK INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK AS PER DRAWINGS. (DOOR OF SIZE: 1.20 X 2.10M)

civil work;SUPPLY & FIXING OF ALUMINIUM PARTITON PARTLY PARTICLE BOARD AND PLAIN GLASS AS PER DRAWINGS USING STANDARD POWDER COATED ANODISED SECTION OF SECTION NO. 20073, SECTION NO. 20072 AND ANODISED ALUMINIUM CLIP SECTION NO. 19377 FIITTED WITH 12.0M HEIGHT AND 5.0MM THICK PLAIN FLOAT GLASS TO A HEIGHT OF 0.90 INTHE MIDDLE FITTED WITH SUIATABLE ALUMINIUM GLAZING CLIPS AND APPROVED BRAND SILICION SEALANT INCLUDING WALL PLUG AND 1" X 1.50" ALUMINIUM ANGLE SCREWS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES FOR MANUFACTURING FIXING IN POSITION USING WOODEN BLOCKS AND SHEET METAL SCREWS ETC., TO COMPLETE FOR FINISHED ITEM OF WORK AS APPROVED BY THE ENGINNER- IN-CHARGE.