Rashtriya Chemicals And Fertilizers Limited Tender

SAME AS ITEM NO. 02, BUT IN ORDINARY ROCK AS DEFINED IN IS:1200 INCLUDING DISINTEGRATED ROCK (COPRA).

SAME AS ITEM NO. 03, BUT LIFT FROM 1.5 M TO 3.0 M

SAME AS ITEM NO. 01, BUT IN HARD ROCK AS DEFINED IN IS:1200

SAME AS ITEM NO. 05,BUT LIFT FROM 1.5 M TO 3.0 M

REMOVAL AND CARRIAGE OF SURPLUS EXCAVATED EARTH, DEBRIS, DISMANTLED MATERIALS ETC., FROM THE SITE OF WORK TO OTHER AREAS ANYWHERE WITHIN THE FACTORY UPTO 3 KM / PLANT BATTERY LIMITS BEYOND THE INITIAL LEAD OF 50 M AND SPREADING AND LEVELING THE SAME IN LAYERS NOT EXCEEDING 20 CM THICKNESS INCLUDING LOADING AND UNLOADING AS PER THE DIRECTION OF ENGINEER-IN- CHARGE.

FILLING PLINTH WITH AVAILABLE EXCAVATED GOOD EARTH (EXCLUDING ROCKS / BOULDERS), AS APPROVED AND DIRECTED BY ENGINEER ENGINEER IN-CHARGE, IN TRENCHES, PLINTH, UNDER FLOORS, SIDES OF FOUNDATION ETC., AT ALL DEPTHS IN LAYERS NOT EXCEEDING 20 CMS. IN THICKNESS INCLUDING CONSOLIDATING AND DRESSING EACH DEPOSITED LAYER BY RAMMING AND WATERING WITH LEAD UP TO 50 METERS COMPLETE IN ALL RESPECTS

PROVIDING DRY TRAP RUBBLE STONE SOLING OF REQUIRED THICKNESS INCLUDING FILLING THE VOIDS,HAND PACKING & COMPACTING ETC. COMPLETE AS DIRECTED.

PROVIDING AND LAYING PLAIN CEMENT CONCRETE, MANUAL / MACHINE MIXED AND MANUAL / MECHANICALLY VIBRATED IN FOUNDATIONS, PLINTH, UNDER FLOORS,SCREEDING AS PER EIC ETC., INCLUDING ALL NECESSARY COST OF CENTRING AND SHUTTERING & CURING ETC. COMPLETE : 1:3:6 (1 CEMENT: 3 FINE AGGREGATE :6 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE).

PROVIDING AND LAYING PLAIN CEMENT CONCRETE, MANUAL / MACHINE MIXED AND MANUAL / MECHANICALLY VIBRATED IN FOUNDATIONS, PLINTH, UNDER FLOORS,SCREEDING AS PER EIC ETC., INCLUDING ALL NECESSARY COST OF CENTRING AND SHUTTERING & CURING ETC. COMPLETE : 1:2:4 (1 CEMENT: 2 FINE AGGREGATE :4 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE).

PROVIDING AND LAYING REINFORCED CEMENT CONCRETE OF GRADE M - 30 (USING 20 MM, NOMINAL GAUGE GRADED STONE AGGREGATE) MACHINE MIXED AND MECHANICALLY VIBRATED AND FINISHED TO A FAIR FACE BUT EXCLUDING THE COST OF CENTERING, SHUTTERING AND REINFORCEMENT IN FOUNDATION AND PLINTH FOR: RAFTS, FOOTINGS, BASES OF COLUMNS, PEDESTALS, BEAMS, WALLS, COLUMNS, MACHINE AND EQUIPMENT FOUNDATIONS, PILE CAPS, BOX SECTIONS, PIPE SUPPORTS, CABLE TRENCH, DRAINS ETC., COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER -IN- CHARGE

PROVIDING AND LAYING REINFORCED CEMENT CONCRETE OF GRADE M-30 ( USING 20 MM. NOMINAL GAUGE GRADED STONE AGGREGATE), MACHINE MIXED, MECHANICALLY VIBRATED AND FINISHED TO A FAIR FACE BUT INCLUDING THE COST OF CENTRING, SHUTTERING AND REINFORCEMENT IN SUPERSTRUCTURE AT ALL HEIGHTS FOR COLUMNS, PILLARS, POSTS, ATTACHED PILLASTERS, PORTALS, STRUTS, INCLINED POSTS, PEDESTALS FOR EQUIPMENTS AND SIMILAR VERTICAL MEMBERS, INCLUDING PREPARATION OF TOP SURFACE AND FINISHING, NOSING, ETC. ETC., COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER-IN-CHARGE.

PROVIDING AND LAYING REINFORCED CEMENT CONCRETE OF GRADE M-30 ( USING 20 MM. NOMINAL GAUGE GRADED STONE AGGREGATE), MACHINE MIXED, MECHANICALLY VIBRATED AND FINISHED TO A FAIR FACE BUT INCLUDING THE COST OF CENTRING, SHUTTERING AND REINFORCEMENT IN SUPERSTRUCTURE AT ALL HEIGHTS FOR SUSPENDED FLOORS, ROOF SLABS, STAIRCASE ROOFS AND THEIR SUPPORTS, BALCONIES, STAIRCASE WAIST AND LANDING SLABS AND STEPS INCLUDING PREPARATION OF TOP SURFACE AND FINISHING, NOSING, ETC. ETC., COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER-IN-CHARGE.

PROVIDING AND LAYING REINFORCED CEMENT CONCRETE OF GRADE M-30 ( USING 20 MM. NOMINAL GAUGE GRADED STONE AGGREGATE), MACHINE MIXED, MECHANICALLY VIBRATED AND FINISHED TO A FAIR FACE BUT INCLUDING THE COST OF CENTRING, SHUTTERING AND REINFORCEMENT IN SUPERSTRUCTURE AT ALL HEIGHTS FOR BEAMS, LINTELS & CHAJJA INCLUDING PREPARATION OF TOP SURFACE AND FINISHING, NOSING, ETC. ETC., COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER-IN-CHARGE.

SUPPLYING, CUTTING, BENDING, HOISTING, PLACING IN POSITION AND BINDING WITH 18 SWG ANNEALED WIRE, HYSD/TMT/ STEEL REINFORCEMENTS AS PER IS: 1786 FOR ALL R.C.C. WORKS INCLUDING ALL NECESSARY HANDLING AT ALL HEIGHTS AND DEPTHS COMPLETE IN ALL RESPECTS AND AS PER DIRECTION OF THE ENGINEER-IN CHARGE (FE 500D OF ONLY TATA/SAIL/JSW/RINL MAKE STEEL TO BE USED)

SUPPLYING, FABRICATING AND FIXING IN POSITION M.S. ANCHOR PLATES, HOOKS, INSERT PLATES, M.S. ANGLE INSERTS AND THE LIKE INCLUDING WELDING M.S. LUGS, BOLTS ETC., AND EMBEDDING IN CEMENT CONCRETE /R.C.C. WORKS AS PER APPROVED DRAWINGS COMPLETE IN ALL RESPECTS AND AS PER DIRECTION OF ENGINEER-IN CHARGE.

SUPPLYING, DE-RUSTING BY MECHANICAL CLEANING FABRICATING, ERECTING, HOISTING AND FIXING IN POSITION STRUCTURAL STEEL WORK IN ROLLED STEEL JOINTS, CHANNELS, ANGLES TEES, FLATS, PLATES, LATTICE MEMBERS BUILT UP / COMPOUND SECTIONS IN COLUMNS, PORTALS, GIRDERS, BEAMS, BRACINGS, TRUSSES, PURLINS, RAFTERS, STAIRCASE, STEPS, HAND-RAILINGS, WALKWAY, CAT LADDER WITH CAGES, TOE PLATES, SIDE WALLING, TRESTLES, CONVEYOR GANTRIES ETC. INCLUDING GUSSET PLATES, ANCHOR PLATES ETC., INCLUDING SITE AND SHOP FASTENERS, RIVETING, BOLTING, WELDING AT SHOP OR WORK SITE AT ALL HEIGHTS ETC. & INCLUDING ONE COAT OF RED-OXIDE PRIMER AND OVER IT TWO COATS OF CHLORINATED RUBBER PAINTING OF APPROVED QUALITY AND SHADE ETC. COMPLETE. (ALL MATERIAL SUPPLY IS IN CONTRACTOR’S SCOPE INCLUDING PAINTS (AS PER TS). (ONLY STEEL CONFIRMING TO IS 2062 TO BE USED) . NUT-BOLTS TO BE PAID EXTRA IN RESPECTIVE ITEM.

SUPPLYING, FABRICATING AND FIXING IN POSITION M.S. HOLDING DOWN BOLTS ASSEMBLY CONSISTING OF BOLTS, HEADS, NUTS, WASHERS ETC., AND THE LIKE INCLUDING EMBEDDING IN CEMENT CONCRETE/R.C.C. WORKS AS PER APPROVED DRAWINGS COMPLETE IN ALL RESPECTS INCLUDING ONE CAT OF APPROVED QUALITY ANTI-CORROSIVE PAINT OVER A COAT OF APPROVED QUALITY PRIMER. (ALL MATERIALS SUPPLY ARE IN CONTRACTOR'S SCOPE.)

PROVIDING AND CONSTRUCTING BRICK WORK USING BRICKSIN CEMENT MORTAR 1:6 ( 1 CEMENT : 6 COARSE SAND ) IN : FOUNDATION AND PLINTH.

PROVIDING AND CONSTRUCTING BRICK WORK USING BRICKS IN CEMENT MORTAR 1:6 ( 1 CEMENT : 6 COARSE SAND ) IN : SUPERSTRUCTURE AT ALL HEIGHTS.

PROVIDING AUTOCLAVED AREATED CONCRETE BLOCK MASONRY OF APPROVED MANUFACTURE CONFIRMING TO IS 2185 PART III 1984 OF SIZE 600 MM X 200MM AND THICKNESS 100,150, 200 OR 250 MM USING READY TO USE BLOCK JOINT MORTAR1:6 IN FOUNDATIONS AND PLINTH OF INNER WALLS / EXTERNAL WALLS INCLUDING BAILING OUT WATER, STRIKING JOINTS ON UNEXPOSED FACES, RACKING OUT JOINTS ON EXPOSED FACES AND WATERING COMPLETE.

PROVIDING AND FIXING IN POSITION AT ALL HEIGHTS COLOUR ANODISED ALUMINIUM GLAZED DOORS AND GLAZING OF APPROVED STANDARD TUBULAR SECTIONS (3 MM THICK X 101.5 X 44.5 MM SIZE ANODISED WITH 20 MICRON) FIXED WITH 65 X 30 MM AND 65 X 50 MM TEAK WOOD SPACER MEMBER AS PER DRAWING INCLUDING FIXING WITH 16 X 3.15 MM LUGS X 10 CM LONG EMBEDDED IN CEMENT CONCRETE BLOCKS 15 CM X 10 CM X 10 CM SIZE OF CONCRETE NOMINAL MIX 1:3:6 (1 CEMENT: 3 FINE AGGREGATE: 6 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE) OR WITH WOODEN PLUGS AND SCREWS, OR WITH RAWAL PLUGS AND SCREWS OR WITH FIXING CLIPS OR WITH BOLTS AND NUTS OR FRAMES FIXED TO ADJOINING STRUCTURAL STEEL MEMBERS AS PER DESIGN AND AS REQUIRED, INCLUDING PROVIDING AND FIXING 5.0 MM THICK TOUGHENED SPLINTER PROOF GLASS PANES WITH SNAP ON ANODISED ALUMINIUM BEADING AND PVC GASKET OF APPROVED MAKE WITH MATCHING SCREWS, PROVIDING ALUMINIUM OR ALUMINIUM ALLOY FIXTURES SUCH AS HINGES, CONCEALED BOLTS, BASE-TIE, LOCK STRIKE, LOCK OPERABLE FROM INSIDE OR OUTSIDE, KING PLATE AT BOTTOM, HANDLES, RUBBER BUFFERS, ETC., APPLYING A COAT OF LACQUER, COMPLETE IN ALL RESPECTS AS PER DIRECT ION OF ENGINEER-IN-CHARGE (THE RATES SHALL BE INCLUSIVE OF CEMENT CONCRETE BLOCKS. ANODISED ALUMINIUM DOORS MAY BE OF APPROVED MANUFACTURER SUCH AS AJIT INDIA/ ECIE/ AL KARMA MAKE OR ITS APPROVED EQUIVALENT).

PROVIDING AND FIXING IN POSITION AT ALL HEIGHTS HYDRAULIC FLOOR SPRINGS (90 KG. CAPACITY) WITH DOUBLE ACTION OF ECIE OR EVERITE MAKE OR EQUIVALENT I.S.I. MARKED APPROVED INCLUDING FOUDATION BOX, ETC. COMPLETE.

PROVIDING AND FIXING IN POSITION AT ALL HEIGHTS COLOUR ANODISED ALUMINIUM GLAZED WINDOWS, VENTILATORS, ETC. OF APPROVED MAKE OR APPROVED EQUIVALENT AS PER DRAWING AND SPECIFICATIONS WITH 16X 3.15 MM LUGS 10 CM LONG EMBEDDED IN CEMENT CONCRETE BLOCKS OF 15 X 10 X 10 CM SIZE OF CEMENT CONCRETE NOMINAL MIX 1:3:6 (1 CEMENT:3 FINE AGGREGATE: 6 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE) OR WITH WOODEN PLUGS AND SCREWS OR WITH RAWAL PLUGS AND SCREWS, OR WITH FIXING CLIPS OR WITH BOLTS AND NUTS AS REQUIRED INCLUDING PROVIDING AND FIXING 5MM THICK TOUGHENED SPLINTER PROOF GLASS PANES WITH PVC GASKET, GLAZING CLIPS AND SPECIAL METAL SASH PUTTY OR WITH ANODISED ALUMINIUM BEADS OF APPROVED MAKE WITH MATCHING SCREWS, INCLUDING ALL ALUMINIUM OR ALUMINIUM ALLOY FIXTURES SUCH AS SPRING CATCH, HANDLES, PEG-STAYS, PROJECTED HINGES ETC., COMPLETE IN ALL RESPECTS AND AS PER DIRECTION OF ENGINEER-IN-CHARGE (ALUMINIUM EXTRUDED SECTION SHOULD BE OF MINIMUM 2.8 MM THICK ANODISED WITH 20 MICRON) : SLIDING WINDOW ( HEAVY GAUGE 3 TRACK WITH 2 TRACK GLASS CLOSING & ONE TRACK MOSQUITO JALLI) AS PER APPROVED DRAWING & SPECIFICATION

SUPPLYING AND PASTING GARWARE OR EQUIVALENT POLYESTER FILM, OF APPROVED COLOUR & REFLECTIVE RANGE OVER GLASS PANES AT ALL ELEVATION INCLUDING PREPARATION OF GLASS, SPRAYING OF CHEMICAL OVER GLASS, PRESSING OF FILM BY WIPER WITHOUT ANY BUBBLES DONE BY A PROFESSIONAL AGENCY COMPLETE TO THE SATISFACTION OF ENGINEER-IN-CHARGE.

PROVIDING AND FIXING ISI MARKED (IS: 3564,EMBOSSED ON THE BODY)HEAVY DUTY HYDRAULIC DOOR CLOSER, 'HYPER-PC70' OR EQUIVALENT, FOR WOODEN DOORS/ALUMINIUM DOORS AS DIRECTED BY ENGINEER IN CHARGE

PROVIDING AND FIXING IN POSITION AT ALL HEIGHTS UPVC RAIN WATER PIPES CONFIRMING TO BIS :13592 TYPE A ON MASONRY WALLS USING WALL PLUGS AND STANDARD HOLDER BAT CLAMPS COMPRISING OF TWO SEMI-CIRCULAR HALVES OF FLAT IRON AND CAST IRON BASE SCREWED ON WOODEN PLUGS OR USING CLAMPS WELDED TO STRUCTURAL STEEL MEMBERS OR M.S. INSERT PLATES WHERE PIPES ARE TO BE FIXED ON G.F. SIDE CLADDING/ R.C.C. MEMBERS INCLUDING ALL NECESSARY FITTINGS, SUCH AS TEES, SHOES, OFF-SETS, BRANCHES, SWAN NECKS, ELBOWS, BENDS, HEADS, ETC., INCLUDING JOINTING WITH SPUN YARN SOAKED IN BITUMEN AND CEMENT MORTAR 1:2 (1 CEMENT: 2 COARSE SAND) COMPLETE. (PLATE INSERTS, IF ANY, TO BE EMBEDDED IN R.C.C SHALL BE PAID SEPARATELY) : 110 MM DIAMETER PIPE

WATERPROOFING THE TERRACE SLAB WITH MINIMUM AVERAGE 100 MM THICK CONCRETE OF BROKEN BRICK BATS AND CEMENT MORTAR (1:4) IN THE PROPORTION OF 2 PARTS OF BRICK BATS AND 1 PART OF MORTAR, LAID IN PROPER SLOPE (1:100) WELL RAMMED, WATERED AND CONSOLIDATED WITH VATA 15 CM AT JUNCTION OF WALLS AND INDIAN PATENT STONE FLOORING 1:2:3 (10 TO 12.5 MM CHIPS) 40 MM THICK AND WITH ADMIXTURE OF APPROVED WATER PROOFING COMPOUND (CICO, PIDILITE, LATICRETE, SIKA, FOSROC OR EQUIVALENT) AS PER MANUFACTURERS SPECIFICATIONS LAID AFTER GROUTING THE SURFACE OF BRICKBAT COBA WITH NEAT CEMENT SLURRY IN ALTERNATE SUITABLE SQUARES TO REQUIRED SLOPE AS DIRECTED INCLUDING FILLING IN JOINTS WITH BITUMEN AND CLEANING THE SLAB TOP OF ALL DUST AND LOOSE MATERIAL; TAMPING, FINISHING AND CURING COMPLETE AS DIRECTED AND SPECIFIED.

PROVIDING AND LAYING 55MM THICK INDIAN PATENT STONE FLOORING WITH METALIC HARDNER (IRONITE 4KG/SQM) INCLUDING ALUMINUM STRIPS 3.15MM THICK & 35MM WIDE FOR PANELLING AT VARIOUS ELEVATIONS, IN ALTERNATE PANELS IN CEMENT CONCRETE 1:2:4 WITH 20MM DOWN GRADED CHIPS FINISHED WITH FLOATING COAT OF NEAT CEMENT INCLUDING ALL WORKS BUT NOT LIMITED TO PREPARATION OF BASE, FINISHING, ROUNDING CORNERS & JUNCTIONS, CURING ETC., INCLUDING EDGE SHUTTERING IF NECESSARY, WITH ALL MATERIALS COMPLETE AS PER SPECIFICATIONS, DRAWINGS AND AS DIRECTED BY THE ENGINEER-IN-CHARGE.THE MINIMUM CEMENT CONTENT IRRESPECTIVE OF DESIGN MIX SHOULD BE 300 KG/CUM.

PROVIDING AND APPLYING 12 MM THK INTERNAL PLASTER IN ONE COAT IN CEMENT MORTAR 1:3 WITH WHITE CEMENTITIOUS WALL PUTTY (BIRLA OR EQUIVALENT) USING READY MIXED GRADED PLASTER SAND AT ALL HEIGHTS AND LOCATIONS FOR MASONRY (EXCEPT STONE MASONRY) AND CONCRETE SURFACES INCLUDING RACKING OUT JOINTS, HACKING OF CONCRETE SURFACE, WATERING, FINISHING, CURING, SCAFOLDING, ETC. COMPLETE.

PROVIDING EXTERNAL SAND FACED CEMENT PLASTER IN CEMENT SAND MORTAR 1:4 (1CEMENT:4 PACKED BAG SAND) USING PACKED BAG SAND IN TWO LAYERS INCLUDING PROVIDING BASE COAT OF 12 TO 15 MM THICK MIXING APPROVED WATER PROOFING COMPOUND TO THE FIRST COAT OF PLASTER AND KEEPING BASE COAT ROUGH TO RECEIVE SAND FACED TREATMENT OF 6 TO 8 MM THICK INCLUDING SCAFFOLDING,CURING ETC. COMPLETE.

PROVIDING AND APPLYING TWO COATS OF EXTERIOR ACRAYLIC EMULSION PAINT CONFIRMING TO CORRESPONDING I.S. OF APPROVED MANUFACTURE AND OF APPROVED COLOUR TO THE PLASTERED SURFACES INCLUDING CLEANING ,PREPARING THE PLASTER SURFACE, APPLYING PRIMER COAT ,SCAFFOLDING IF NECESSARY , AND WATERING THE SURFACE FOR TWO DAYS ETC COMPLETE

PROVIDING AND APPLYING OIL BOUND DISTEMPER OF ASIAN PAINTS / NEROLAC / BERGER OR APPROVED BRAND AND MANUFACTURE TO GIVE AN EVEN SHADE WITH APPROVED QUALITY WASHABLE DISTEMPER (READYMADE) OF APPROVED MANUFACTURE'S SPECIFICATION. TWO OR MORE COATS ON NEW WORK. THE JOB INCLUDES PREPARATION OF SURFACE, PROVIDING AND APPLYING MANUFACTURE'S APPROVED DISTEMPER PRIMER AND APPLYING TWO COATS OF BIRLA PUTTY TO MAKE GOOD THE UNEVENNESS OF THE SURFACES INCLUDING NECESSARY SCAFFOLDING ETC. COMPLETE FOR ALL HEIGHTS. AS PER AND AS DIRECTED & INSTRUCTED BY ENGINEER-IN-CHARGE.

DISMANTLING EXISTING WORK OF RCC . AT ALL HEIGHTS / DEPTHS INCLUDING DISPOSAL OF MATERIALS DEBRIS & SCRAP METAL WITHIN RCF FACTORY PREMISES WITHIN A LEAD OF 3 KM., COMPLETE AS DIRECTED BY ENGINEER-IN-CHARGE.

DISMANTLING AND REMOVING EXISTING WORK OF PLAIN CEMENT CONCRETE AT ALL HEIGHTS/DEPTHS INCLUDING DISPOSAL OF MATERIALS DEBRIS WITHIN RCF FACTORY PREMISES WITHIN A LEAD OF 3 KM., COMPLETE AS DIRECTED BY ENGINEER-IN-CHARGE.

DEMOLISHING EXISTING BRICK / STONE MASONRY WORK IN CEMENT MORTAR (ANY PROPORTION AT ANY HEIGHTS / DEPTHS INCLUDING STACKING OF SERVICEABLE MATERIALS AND DISPOSAL OF UNSERVICEABLE WITHIN A LEAD OF 3 KM., COMPLETE AS DIRECTED BY ENGINEER-IN-CHARGE

REMOVING DOORS AND WINDOWS WITH FRAMES AND STACKING THE MATRIALS AS DIRECTED WITH ALL LEADS, LIFTS ETC. COMPLETE.

PROVIDING AND FIXING IN POSITION 25MM THICK SHALITEX BOARD IN EXPANSION JOINTS OR AROUND MACHINE FOUNDATIONS OR IN FLOORS WITH NECESSARY SHALITEX SEALING COMPOUND,COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER-IN-CHARGE :

PROVIDING AND LAYING “GP-2 (FOSROC) OR ANY OTHER APPROVED EQUIVALENT ANTI-SHRINKAGE GROUTING IN POCKETS/SLEEVES, UNDER BASE PLATES OF STRUCTURAL COLUMNS AS SPECIFIED IN THE DRAWING, DYNAMIC MACHINES SUCH AS SMALL PUMPS AND COMPRESSORS AS PER MANUFACTURER'S SPECIFICATIONS, COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER-IN-CHARGE.

PROVIDING AND FIXING TILED FALSE CEILING OF SPECIFIED MATERIALS OF SIZE 595X595 MM IN TRUE HORIZONTAL LEVEL, SUSPENDED ON INTERLOCKING METAL GRID OF HOT DIPPED GALVANIZED STEEL SECTIONS (GALVANIZED @ 120 GRAMS/ SQM, BOTH SIDE INCLUSIVE) CONSISTING OF MAIN "T" RUNNER WITH SUITABLY SPACED JOINTS TO GET REQUIRED LENGTH AND OF SIZE 24X38 MM MADE FROM 0.30 MM THICK (MINIMUM) SHEET, SPACED AT 1200 MM CENTER TO CENTER AND CROSS "T" OF SIZE 24X25 MM MADE OF 0.30 MM THICK (MINIMUM) SHEET, 1200 MM LONG SPACED BETWEEN MAIN "T" AT 600 MM CENTER TO CENTER TO FORM A GRID OF 1200X600 MM AND SECONDARY CROSS "T" OF LENGTH 600 MM AND SIZE 24X25 MM MADE OF 0.30 MM THICK (MINIMUM) SHEET TO BE INTERLOCKED AT MIDDLE OF THE 1200X600 MM PANEL TO FORM GRIDS OF 600X600 MM AND WALL ANGLE OF SIZE 24X24X0.3 MM AND LAYING FALSE CEILING TILES OF APPROVED TEXTURE IN THE GRID INCLUDING, REQUIRED CUTTING/MAKING, OPENING FOR SERVICES LIKE DIFFUSERS, GRILLS, LIGHT FITTINGS, FIXTURES, SMOKE DETECTORS ETC. MAIN "T" RUNNERS TO BE SUSPENDED FROM CEILING USING GI SLOTTED CLEATS OF SIZE 27 X 37 X 25 X1.6 MM FIXED TO CEILING WITH 12.5 MM DIA AND 50 MM LONG DASH FASTENERS, 4 MM GL ADJUSTABLE RODS WITH GALVANIZED BUTTERFLY LEVEL CLIPS OF SIZE 85 X 30 X 0.8 MM SPACED AT 1200 MM CENTER TO CENTER ALONG MAIN T, BOTTOM EXPOSED WIDTH OF 24 MM OF ALL T-SECTIONS SHALL BE PRE-PAINTED WITH POLYESTER PAINT, ALL COMPLETE FOR ALL HEIGHTS AS PER SPECIFICATIONS, DRAWINGS AND AS DIRECTED BY ENGINEER-IN-CHARGE. PROVIDING AND FIXING 8 MM THICK PERFORATED CALCIUM SILICATE BOARD MADE WITH CALCAREOUS & SILICEOUS MATERIALS REINFORCED WITH CELLULOSE FIBER MANUFACTURED THROUGH AUTOCLAVING PROCESS TO GIVE STABLE CRYSTALLINE STRUCTURE WITH MINIMUM COMPRESSIVE STRENGTH 225 KG/ SQ. CM, BENDING STRENGTH 100 KG/SQ. CM OF SIZE 595X595 MM, HAVING PERFORATION OF DIA. 10 MM WITH MINIMUM PERFORATED AREA 18 % WITH NON WOVEN TISSUE ON THE BACK SIDE, HAVING AN NRC (NOISE REDUCTION COEFFICIENT) OF 0.85.

PROVIDING AND FIXING M.S. GRILLS OF REQUIRED PATTERN IN FRAMES OF WINDOW SETC. WITH M.S. FLATS, SQUARE OR ROUND BARS ETC. INCLUDING PRIMING COAT WITH TWO COAT FINISH PAINT ALL COMPLETE.

PROVIDING AND PAINTING SURFACES WITH TWO COATS OF COLD BITUMEN PAINT OF APPROVED QUALITY ON AND AROUND FOUNDATIONS, COMPLETE IN ALL RESPECTS AS PER DIRECTION OF EIC

CHIPPING CAREFULLY AND EXPOSING UPTO 10MM BEYOND REINFORCEMENT AND EXISTING/ STRUCTURE FACE OF RCC FOUNDATION COVER OF UPTO 100 MM , WITH, INCLUDING SORTING OUT SERVICEABLE MATERIALS AND STACKING THE DISMANTLED MATERIAL NEATLY INCLUDING NECESSARY SCAFFOLDING & DISPOSAL OF DEBRIS BEYOND INITIAL LEAD OF 50 METRE AND SPREADING THE SAME AND INCLUDING LOADING AND UNLOADING AS PER DIRECTION OF EIC.

SUPPLYING, DRILLING/CLEANING HOLE AND INJECTING SLOW CURING TIME, HIGH BOND STRESS VALUE HILTI HIT-RE 500 CHEMICAL OR EQUIVALENT FISCHER MAKE WITH THE HELP OF HIT-MD 2000 DISPENSER, INTO A HOLE OF DIA 16 MM & DEPTH 200 MM TO 300 MM AND LENGTH OF REINFORCEMENT UPTO 1 METRE AS PER MANUFACTURER SPECIFICATION AND FIXING HYSD REBARS IN CONCRETE THEREOF. FIXING METHODOLOGY TO BE FOLLOWED AS PER MANUFACTURER’S GUIDELINES. THE CHEMICAL SHOULD HAVE SUCCESSFUL USAGE IN WET OR WATER SATURATED CONCRETE HOLES AS WELL. REINFORCEMENTS/REBARS SHALL BE SUPPLIED SEPARATELY AND THE PAYMENTS SHALL BE MADE AGAINST RESPECTIVE ITEMS. ITEM INCLUDES ALL NECESSARY PREPARATORY WORK REQUIRED FOR COMPLETION OF THE WORK.

PROVIDING & FIXING BLACK GRANITE STONE 15 TO 20 MM. THICK FOR DOOR & WINDOW SILLS/JAMBS/FRAME/RISER/TREAD ETC. IN SINGLE/DOUBLE STEM AS DIRECTED

PROVIDING AND LAYING HEAVY DUTY EXTERIOR GRADE TILE OF APPROX. SIZE 300 MM X 300 MM, 15 MM THICKNESS (JHONSON ENDURA OR EQUIVALENT) FOR EXTERNAL AREA OVER 20 MM THK. CEMENT MORTAR 1: 3 OF APPROVED COLUR SHADE & DESIGN AS DIRECTED.

PROVIDING AND FIXING MISC. MATERIALS NOT COVERED IN THE SCHEDULE OF RATES INCLUDING TRANSPORTING, LOADING, UNLOADING AT SITE ETC. (CASH RECEIPT TO BE SUBMITTED).

DESIGN OF APPROXIMATELY 160 SQM PLINTH RCC BUILDING FOR VFD BUILDING IN UREA (11 & 31) IN CONUSLTATION WITH RCF AS PER MODIFICATIONS SUGGESTED, EXISTING SITE/SOIL CONDITIONS INCLUDING RCC DESIGN, LAYOUT DRAWING & ARCHITECTURAL DRAWING INCLUDING WINDOWS/DOORS DETAILING ALONG WITH PREPARATION OF EXISTING AND PROPOSED MODIFICATION DRAWINGS, SUBMISSION OF DETAILED DESIGN AND RCC/FABRICATION DRAWINGS AND ISSUE OF STABILITY CERTFICATE AS PER RCF FORMAT AFTER COMPLETION.