Home Budget Department

EARTH WORK EXCAVATION FOR FOUNDATIONS AND DEPOSITING ON BANK, FOR ALL LIFTS AND WITH AN INITIAL LEAD OF 10M INCLUDING ALL INCIDENTAL, OPERATIONAL, LABOUR CHARGES SUCH AS SHORING, SHEETING, PLANKING, STRUTTING, ETC. COMPLETE FOR FINISHED ITEM OF WORK EXCLUDING DEWATERING CHARGES ETC AS PER SS - 20 B FOR STIFF BLOCK COTTON SOIL , HARD RED EARTH, MURRAM, ORDINARY GRAVEL - MANUAL MEANS UP TO 3M DEPTH - FOUNDATION OF BUILDING (APSS 308).

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)

FILLING WITH CARTED GRAVEL IN TRENCHES, SIDES OF FOUNDATIONS AND BASEMENT WITH INITIAL LEAD IN LAYERS NOT EXCEEDING 15 CM THICK, CONSOLIDATING EACH DEPOSITED LAYER BY WATERING AND RAMMING INCLUDING COST AND CONVEYANCE OF WATER TO WORK SITE AND ALL OPERATIONAL, INCIDENTAL, SEIGNORAGE, LABOUR CHARGES, HIRE CHARGES OF T & P ETC., COMPLETE FOR FINISHED ITEM OF WORK. (APSS NO. 309 & 310)

CEMENT CONCRETE (1:4:8) PROP. USING 40MM HARD GRANITE MACHINE CRUSHED CHIPS WITH MACHINE MIXING UP TO PLINTH LEVEL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LAYING, ,CURING, FINISHING, INCLUDING SEIGNIORAGE ALL OTHER INCIDENTAL, OPERATIONAL, LABOUR ETC., COMPLETE FOR FOUNDATION BED FOR FINISHED ITEM OF WORK. (APSS NO: 402).

PLAIN CEMENT CONCRETE (1:3:6) PROP. USING 20MM GRADED HARD GRANITE MACHINE CRUSHED METAL INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, SEIGNIORAGE, CENTERING, 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).

RANDAM RUBBLE MASONRY USING HARD GRANITE STONE IN CM(1:6) PROP. INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, SEIGNORAGE CHARGES,LABOUR CHARGES, CURING, ETC., COMPLETE FOR FOUNDATIONS AND BASEMENTS FOR FINISHED ITEM OF WORK. APSS NO: 615).

BRICK MASONRY IN CEMENT MORTAR (1:6) PROP USING FLY ASH BRICKS OF SIZE 290 X 225 X140 MM -CLASS 5, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHAGES , SCAFFOLDING, CURING, LIFT CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK WITH A COMPRESIVE STRENGTH OF 5N/ MM2 EXCLUDING GST AND SEIGNIORAGE CHARGES ON ALL MATERIALS. FOR SUPERSTRUCTURE WALLS OF 225 MM THICK FOR GROUND FLOOR UP TO 3.66M HEIGHT (APSS NO. 504 & 501)

BRICK MASONRY IN CEMENT MORTAR (1:4) PROP USING FLY ASH BRICKS OF SIZE 290X100X140 MM-CLASS -5, INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHAGES , SCAFFOLDING, CURING, LIFT CHARGES, ETC., COMPLETE FOR FINISHED ITEM OF WORK EXCLUDING GST AND SEIGNIORAGE CHARGES ON ALL MATERIALS. A COMPRESIVE STRENGTH OF 5 N/ MM2 FOR SUPERSTRUCTURE WALLS OF 100 MM THICK FOR GROUND FLOOR UP TO 3.66M HEIGHT -(APSS NO. 504 & 501)

VRCC M-20 NOMINAL MIX (CEMENT : FINE AGGREGATE : COARSE AGGREGATE) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE, WATER ETC., TO SITE INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS , MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING, LIFTING (MANUAL) ETC., WITH MINIMUM CEMENT CONTENT OF 400 KGS PER CUM OF CONCRETE, INCLUDING PROVIDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES AND EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, FOR FINISHED ITEM OF WORK FOR FOOTINGS (APSS NO.403)

VRCC M-20 NOMINAL MIX (CEMENT : FINE AGGREGATE : COARSE AGGREGATE) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE, WATER ETC., TO SITE INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS , MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING, LIFTING (MANUAL) ETC., WITH MINIMUM CEMENT CONTENT OF 400 KGS PER CUM OF CONCRETE, INCLUDING PROVIDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES AND EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, FOR FINISHED ITEM OF WORK FOR PEDESTALS (APSS NO.403)

VRCC M-20 NOMINAL MIX (CEMENT : FINE AGGREGATE : COARSE AGGREGATE) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE, WATER ETC., TO SITE INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS , MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING, LIFTING (MANUAL) ETC., WITH MINIMUM CEMENT CONTENT OF 400 KGS PER CUM OF CONCRETE, INCLUDING PROVIDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES AND EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, FOR FINISHED ITEM OF WORK FOR GROUND COLUMNS (APSS NO.403)

VRCC M-20 NOMINAL MIX (CEMENT : FINE AGGREGATE : COARSE AGGREGATE) CORRESPONDING TO TABLE 9 OF IS 456 USING 20MM SIZE GRADED MACHINE CRUSHED HARD GRANITE METAL (COARSE AGGREGATE) FROM APPROVED QUARRY INCLUDING COST AND CONVEYANCE OF ALL MATERIALS LIKE CEMENT, FINE AGGREGATE (SAND), COARSE AGGREGATE, WATER ETC., TO SITE INCLUDING ALL OPERATIONAL, INCIDENTAL AND LABOUR CHARGES SUCH AS , MACHINE MIXING, LAYING CONCRETE, VIBRATING, CURING, LIFTING (MANUAL) ETC., WITH MINIMUM CEMENT CONTENT OF 400 KGS PER CUM OF CONCRETE, INCLUDING PROVIDING CENTERING USING STEEL SCAFFOLDING PIPES, JACK PROPS, STEEL CENTERING PLATES ETC., FOR UNSUPPORTED HIEGHT OF 3.66M ETC COMPLETE BUT EXCLUDING COST OF STEEL AND ITS FABRICATION CHARGES AND EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS, FOR FINISHED ITEM OF WORK FOR GROUND SLAB OF 125MM THICK (APSS NO.403)

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 BUT EXCLUDING GST AND SEIGNIORAGE CHARGES ON ALL MATERIALS.FOR GROUND FLOOR (APSS NO: 901 & 904)

PLASTERING TO SUPERSTRUCTURE 20 MM THICK WITH A BASE COAT OF 16 MM THICK IN CM (1:6) PROP. AND TOP COAT OF 4 MM THICK IN CM (1:4) PROP. WITH DUBARA SPONGE FINISHING COMPLETE INCLUDING MAKING GROOVES, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES, SCAFFOLDING, CURING CHARGES, ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., COMPLETE.FOR FINISHED ITEM OF WORK FOR 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 ETC., COMPLETE.FOR FINISHED ITEM OF WORK. GROUND FLOOR (APSS NO: 901&904)

RCC 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, SEIGNIORAGE, SALES & OTHER TAXES ON ALL MATERIALS, ALL INCIDENTAL, OPERATIONAL AND LABOUR CHARGES SUCH AS MACHINE MIXING, LAYING CONCRETE, VIBRATING, 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. GROUND FLOOR LINTELS (APSS NO.403)

FLOORING WITH SUPPLY OF NON-SKID RED OR WHITE 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 OR AS APPROVED BY THE ENGINEER - IN -CHARGE ,OF APPROVED PATTERN FOR FLOORING SET OVER BASE COAT OF CEMENT MORTAR (1:3), 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, LIFTING ( MANNUAL) ETC., COMPLETE FOR FINISHED ITEM OF WORK BUT EXCLUDING GST & SEGNIORAGE CHARGES ON ALL MATERIALS FOR TOILETS- GROUND FLOOR (APSS.NO:701&707)

DADOOING 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 DESIGNSAS APPROVED BY EXECUTIVE ENGINEER SET OVER 12MM THICK CM (1:3) BASE COAT AND NEAT GREY CEMENT SLURRY OF HONEY LIKE CONSISTENCY AT THE RATE OF 3.3 KGS PER SQ.MT AND JOINTED WITH 2 KGS WHITE CEMENT PASTE MIXED WITH PIGMENT OF MATCHING SHADE TO MATCH THE SHADE OF TILES INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LIFTING (MANNUAL), ALL INCIDENTAL, OPERATIONAL, LABOUR CHARGES SUCH AS MIXING MORTAR, FIXING TILES IN POSITION, INCLUDING LIFT CHARGES, CURING, CUTTING THE BRICK MASONARY WALLS AND REDOING THE SAME SUCH THAT THE TOP SURFACE OF TILES IS TO BE FLUSHED WITH PLASTERED SURFACE ETC., COMPLETE FOR FINISHED ITEM OF WORK EXCLUDING GST & SEGNIORAGE CHARGES ON ALL MATERIALS. FOR TOILETS GROUND FLOOR.

PAINTING TO NEW WALLS WITH THREE (3) COATS OF Synthetic Polymer luxury Plastic emulsion /solvent based lustre paint of superior grade having (VOC < 50 Gms./Lit) OF APPROVED BRAND AND SHADE (ASIAN /BERGER /NEROLAC /SAICOAT /INDOCEM OR EUIVALENT) OVER ONE COAT OF PRIMER OF APP BRAND AFTER THOUROULY BRUSHING THE SURFACE TO REMOVE ALL DIRT AND REMAINS OF LOOSE POWDER MATERIALS INCLUDING COST OF ALL MATERIALS TO THE INTERIOR FACES OF WALLS AS DIECTED 2COATS BY DILUTING 1LIT OF EMULSION PAINT WITH A MAXIMUM 750ML OF WATER WITH AN INTERVAL OF NOT LESS THAN 6 HOURS BETWEEN TWO COATS (TOTAL3 COATS) WITH SURFACE PREPARATION ETC., AS PER STANDARD SPECIFICATION INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, BRUSHES, LABOUR CHARGES, CURING, SCAFFOLDING LIFTING(MANUAL) AND ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC.,BUT EXCLUDING GST, COMPLETE FOR FINISHED ITEM OF WORK (APSS NO. 911)

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)

Roofing: - Roofing will be provided with 0.5mm thick galvanized / pre painted G.I. profiled sheets fixed to the purlins with 14 size selfdrilling screws with neoprene washer. Side laps are stitched with self-tapping / drilling screws. End laps are to be sealed with 25x3 mm Butyl tape. The sheets are provided with anti-capillary grove. (TBSC-R.I-41)

PROVIDING HIGH YIELD STRENGH DEFORMED (HYSD) BARS (Fe 500 GRADE) AS PER IS 1786-1979) OF DIFFERENT DIAMETRES FOR RCC WORKS INCLUDING LABOUR CHARGES FOR STRAIGHTENING, CUTTING, BENDING TO REQUIRED SIZES AND SHAPES, PLACING IN POSITION WITH COVER BLOCKS OF APPROVED MATERIALS AND SIZE AND TYING AND LAPSPLACING WITH BINDING WIRE OF 18 SWG , FORMING GRILLS FOR REINFORCEMENT WORK AS PER APPROVED DESIGN AND DRAWINGS, INCLUDING COST AND CONVEYANCE OF STEEL BARS INCLUDING ALL WASTAGES SUCH AS OVERLAPS COUPLINGS, CHAIRS,SPACER BARS, INCLUDING COST AND CONVEYANCE OF BINDING WIRE, COVER BLOCKS AND ALL INCIDENTAL, OPERATIONAL, LABOUR CHARGES SUCH AS CUTTING , BENDING, PLACING IN POSITION, TYING INCLUDING SALES AND OTHER TAXES ON ALL MATERIALS ETC., COMPLETE FOR FINISHED ITEM OF WORK FOR ALL LENGTHS FOR ALL FLOORS

Providing and fixing factory made solid Wood Polymer Composite (WPC) single extruded Door Frame section of 100*65 MM with encapsulation of 6 MM rigid layer on all external surfaces. The door frame will have a rebate of 32MM/ 37 MM. The two Vertical members are to be joined together with the horizontal member using 8x75 MM long MS Star full thread screws to be used with reverse forward speed control hand drilling machine.The ready/assembled door frame is fixed to wall using Z Hand fast 300 MM long hold fast. (TBSC-L.I-17)

Supplying and fixing of 28/30 mm thick Wood Plastic Composite (WPC) Door shutter, comprising of 70% virgin polymer, 15% wood powder (fiber), and the remaining 15% additives, comprising of virgin PVC polymer of K value 58-60 (Suspension grade), Calcium carbonate and natural fibers (wood powder) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum door density of 650 kg/cum, screw withdrawal strength 1800N (Face) & 900N (Edge), Modulus of Elasticity 900N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk SS screws all as per direction of Engineer - in- Charge ( including SS butt hinges 3 Nos of 100 mm , Door Handles 150mm long 2 Nos, Aldrops 200mm long 2Nos and etc) complete for finished item of work (TBSC-L.I-18)

PAINTING TO NEW IRON 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).

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 ETC, BUT EXCLUDING SEIGNIORAGE CHARGES & GST ON ALL MATERIALS. COMPLETE FOR FINISHED ITEM OF WORK. FOR GROUND FLOOR (APSS.NO: 901&903)

FLOORING WITH HIGH POLISHED GRANITE SLABS 16 TO 18MM THICK UPTO 8'-00"(2.43M) OTHER THAN BLACK REGULAR COLOUR REGULAR 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, , LABOUR CHARGES FOR DRESSING OF TILES ETC., BUT EXCLUDING SEIGNIORAGE CHARGES & GST COMPLETE FOR FINISHED ITEM OF WORK FOR GROUND FLOOR

FULL ROUNDING THE EDGES OF GRANITE / MARBLE STONE OF ALL THICKNESS INCLUDING POLISHING, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK IN ALL FLOORS.

PROVIDING, SUPPLYING & FIXING OF TOP HUNG VENTILATOR WITH EXHAUST FAN PROVISION MADE OUT OF MULTI CHAMBERED UPVC SECTIONS WITH TPV GASKET FOR SASH & GLAZING BEAD SHALL BE COEXTRUDED WITH GREY COLOUR SOFT PVC AND REINFORCED WITH GALVANIZED IRON PROFILES THROUGHOUT THE WINDOW. THE OUTER FRAME HAVING A OVERALL SIZE OF 60MM X 55 MM X 2.40 MM WITH REINFORCEMENT OF 1 MM THICKNESS, MULLION WITH OVERALL SIZE OF 74 MM X 60 MM X 2.40 MM WITH REINFORCEMENT OF 1 MM THICKNESS AND SASH WITH OVERALL SIZE OF 75 MM X 60 MM X 2.40 MM WITH REINFORCEMENT OF 1.0/1.2 MM THICKNESS. (COMPOSITION OF PROFILE SHALL CONSISTS A MINIMUM OF 5.5 PHR OF TIO2 AND NOT MORE THAN 12 PHR OF CACO3 FOR EVERY 100 PARTS OF PVC RESIN).GLAZING BEAD FOR FIXING OF GLASS SHALL BE OF SIZE 34 X 20 MM COEXTRUDED WITH SOFT PVC GASKET. VENTILATOR

SUPPLY & FIXING OF 50MM M.S PIPES SQUARE PIPES INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOURCHARGES, WELDING, TRANSPORTATION, FIXING IN POSITION AND ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.

SUPPLY AND FIXING OF 15.90MM OD PIPE - SDR 11 ASHIRVAD / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENTS OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRVAD FLOWGUARDS SDR 11 MADE FROM IDETICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) INCLUDING COST AND CONVEYANCE OF PIPE & ITS FITTINGS AND ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.

SUPPLY AND FIXING OF 28.60MM OD PIPE - SDR 11 ASHIRVAD / ASTRAL FLOW GUARD OR EQUIVALENT CPVC PIPES AND FITTINGS TO MEET THE REQUIREMENTS OF ASTM-D 2846 AND ARE PRODUCED IN CTS (COPPER TUBE SIZES 1/2" TO 2") ASHIRVAD FLOWGUARDS SDR 11 MADE FROM IDETICAL CPVC COMPOUNDS HAVING THE SAME PHYSICAL PROPERTIES FOR HOT AND COLD WATER (IS 15778-2007) INCLUDING COST AND CONVEYANCE OF PIPE & ITS FITTINGS AND ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK.

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.

SUPPLYING AND FIXING OF 150MMX100MM SWG GULLY TRAP CONFIRMING TO ISI 651 & 4127 WITH CI GRATING AND CONSTRUCTION OF BRICK MASONRY INTERMEDIATE CHAMBER OF SIZE 20"X14"X12" IN CM (1:6) OVER CC (1:5:10) PROP. BED OF SIZE 20"X14"X4" AND PLASTERING WITH 12MM THICK IN CM (1:4) PROP. BOTH INSIDE AND OUTSIDE SURFACES AND FITTED WITH 9"X12" (230X305MM) RCC (1:11/2:3) 1 1/2" THICK COVER INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., FOR FINISHED ITEM OF WORK COMPLETE.

SUPPLYING, LAYING, JOINTING AND TESTING OF 110 MM DIA PVC / SWR PIPES OF APPROVED MAKE OF 4 Kg/cm2 CONFIRMING TO IS:13592-1992, AND JOINTING WITH SOLVENT CEMENT 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.

SUPPLYING AND LAYING 75 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.

CONSTRUCTING 457.2 X 457.2 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.

SUPPLY AND FIXING IN POSITION 584.2MM LONG ORRISA 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 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

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 FOR FINISHED ITEM OF WORKS

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.

Supplying & Fixing white glazed flat back half stall urinals 1st quality conforming to IS:2556-1995 with standard C.P. Spreader OVERALL SIZE 95X95X57 MM CONFORMING TO IS 2556-PART 6 ,SEC-6-1974 FIXED WITH SCREWS COMPLETRE INDIAN MAKE OF SIZE 590 x 375 x 390 mm INCLUDING 12.70 MM PVC CONNECTION WITH BRASS UNION NUTS C.P COATED, 38.10 MM C.P WASTE COUPLING, 38.10 MM PVC SOLID WASTE PIPE OUTLET, COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC., COMPLETE.

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 SEIGNIORAGE 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.

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 1524 MM (5'-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 SEIGNIORAGE 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.

PROVIDING AND PLACING ON TERRACE POLYTHELENE WATER STORAGE TANKS (AT ALL FLOOR LEVELS) DOUBLE LAYER APPROVED BRAND AND MNUFACTURE WITH COVER AND SUITABLE LOCKING ARRANGEMENTS MAKING NECESSARY HOLES FOR INLET & OUTLETS AND OVERFLOW PIPES BUT WITHOUT FITTINGS & BASE SUPPORT FOR TANKS, MAKING GOOD THE SAME TO ENSURE LEAK PROOF WITH AN APPROPRIATE MASONARY PLATFORM INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR EXCLUDING GST ETC., COMPLETE FOR FINISHED ITEM OF WORK. AS DIRECTED BY THE ENGINEER -IN- CHARGE

S & F OF 15MM BRASS BODY BIB TAP CP FINISH INDIAN MAKE HEAVY DUTY QTR TURN SPINDLE INTERNAL/ EXTERNAL THREAD CONNECTION CONFIRMING TO IS 8931 INCLUDING COST AND CONVEYANCE OF ALL MATERIALS, LABOUR CHARGES FOR FIXING EXCLUDING GST ETC., COMPLETE FOR FINISHED ITEM OF WORK

SUPPLYING AND FIXING OF 15 MM BRASS BODY CP FINISH TWO WAY BIB TAP OF NOT LESS THAN 400 GRAMS WEIGHT WITH QUARTER TURN SPINDLE INTERNAL/ EXTERNAL THREADED CONNECTION CONFORMING TO IS 8931 INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES ETC.

SUPPLYING AND FIXING OF 15 MM STAINLESS STEEL FLEXIBLE HOSE 1.0 M LONG FOR HAND SHOWER / HEALTH FAUCET WITH BRASS NUTS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.

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.

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.

SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR COWLAS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.

SUPPLYING AND FIXING 75MM 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.

SUPPLYING AND FIXING 110 MM DIA UV RESISTANT UPVC SWR SINGLE TEE (WITH DOOR) AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.

SUPPLYING AND FIXING 75 MM DIA UV RESISTANT UPVC SWR SINGLE TEE (WITH DOOR) AS PER ISI STANDARDS INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR ETC., COMPLETE FOR FINISHED ITEM OF WORK.

SUPPLYING AND FIXING 40MM NOMINAL SIZE PVC SOLID WASTE PIPE OUTLET INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC.,COMPLETE FOR FINISHED ITEM OF WORK.

SUPPLYING AND FIXING 15mm Angle Stop Cock - 400 Grams INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE, LABOUR CHARGES ETC.,COMPLETE FOR FINISHED ITEM OF WORK.

Supply of 25mm PPR Ball Valve conforming to DIN Standards 8077/8092 INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES ETC., COMPLETE FOR FINISHED ITEM OF WORK

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.

SUPPLYING, LAYING, JOINTING AND TESTING OF 101.6MM DIA SWG SP-1 PIPES OF ISI MAKE CONFIRMING TO ISI:651&4127, WITH AIRTIGHT CEMENT JOINTS IN CM(1.5:1) PROP. INCLUDING EXCAVATION OF TRENCHES AND SOCKET PITS IN ANY SOIL (EXCEPT ROCK REQUIRING BLASTING) UP TO 0.91M (3'-0") 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.

SUPPLYING, LAYING, JOINTING AND TESTING OF 152.4MM DIA SWG SP-1 PIPES OF ISI MAKE CONFIRMING TO ISI:651&4127, WITH AIRTIGHT CEMENT JOINTS IN CM(1.5:1) PROP. INCLUDING EXCAVATION OF TRENCHES AND SOCKET PITS IN ANY SOIL (EXCEPT ROCK REQUIRING BLASTING) UP TO 1.52M (5'-0") 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.

CONSTRUCTION OF SLUDGE PITS USING LOCALLY AVALABLE RCM PRECAST WELL STEINING RINGS 6NOS 1.20M DIA AND 30CM HEIGHT TO FROM ABOUT 1.50M DEEP SLUDGE PIT USING 30MM THICK SHABAD TILE SPACERS IN BETWEEN RINGS INCLUDING EARTH WORK EXCAVATION IN ALL SOILS EXCEPT ROCK REQUIRING BLASTING COST AND CONVEYANCE OF RCM RINGS TO SITE LAYING THEM IN GROUND OVER PCC ANGULAR BED OF (1:6:10)230 X100MM THICK FOR CIRCULAR RING PORTION INCLUDING COST AND CONVEYANCE OF ALL MATERIALS TO SITE AND LABOUR CHARGES ETC. AND SEALING THE TOP OF PIT WITH RCM PRECAST COVER 50MM THICK 1.20M DIA INCLUDING FIXING CHARGES WITH CM (1:3) LEAK PROOF AND ALL OTHER INCIDENTAL AND OPERATIONAL CHARGES SUCH AS REFILLING SIDE WITH EXCAVATED EARTH ETC., COMPLETE FOR FINISHED ITEM OF WORK