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| 1 | EARTHWORK IN EXCAVATION BY MECHANICAL MEANS (HYDRAULIC EXCAVATOR)/ MANUAL MEANS IN FOUNDATIONS OF BUILDINGS, FOOTINGS, COLUMNS, PLINTH BEAMS, WALLS MACHINE / EQUIPMENT FOUNDATIONS ISOLATED PITS, PAVEMENTS, TRENCHES FOR PIPELINES / CABLES, PIPE SLEEPERS DRAINS ETC., TO THE REQUIRED LEVELS AND GRADES IN BOTH DRY AND WET CONDITIONS,INCLUDING DEWATERING, RAMMING OF BOTTOMS, GETTING OUT INCLUDING DRESSING OF SIDES AND EXCAVATED EARTH WITH LIFT UP TO 1.5 M AND DISPOSAL OF SURPLUS EXCAVATED MATERIALS WITHIN A LEAD OF 3.0 KM INCLUDING STACKING, LEVELING AND DRESSING ETC., COMPLETE AS PER DIRECTION OF ENGINEER-IN-CHARGE IN ALL KINDS OF SOILS INCLUDING PROVIDING TEMPORARY SUPPORTS TO ALL SERVICE LINES SUCH AS OVERHEAD AND UNDERGROUND WATER SEWAGE AND DRAIN PIPES, CABLES ETC AND SHORING AND STRUTTING WHEREVER NECESSARY, COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER- IN - CHARGE |
| 2 | SAME AS ITEM NO.-01, BUT IN HARD MURUM AND BOULDERS,MASONARY |
| 3 | SAME AS ITEM NO.-01, BUT IN OLD CEMENT FOUNDATIONS,ORDINARY ROCK AS PER EIC INCLUDING DISINTEGRATED ROCK (COPRA). |
| 4 | SAME AS ITEM NO. -01, BUT IN HARD ROCK AS PER EIC. |
| 5 | FILLING WITH AVAILABLE EXCAVATED GOOD EARTH (EXCLUDING ROCKS / BOULDERS, MURUM), 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 3.0 METERS COMPLETE IN ALL RESPECTS. |
| 6 | PROVIDING & LAYING 20-23 CM THICK DRY STONE RUBBLE SOLING HARD STONE SET IN REGULAR LINES, HANDPACKED AND INTERSTICES THOROUGHLYFILLED WITH SMALL CHIPS INCLUDING FILLING IN WITH GOOD QUALITY MURUM BROUGHT FROMRCF PREMISES, COMPACTING WITH IRON RAMMERS, WATERING, METAL-1 WITH GRIT SPREADING 12MM THK.LAYER ON TOP ETC COMPLETE AS DIRECTED BY ENGINEER IN CHARGE.COMPLETE AS DIRECTED. |
| 7 | PROVIDING AND LAYING CAST IN SITU/READY MIX CEMENT CONCRETE IN M-10 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR FOUNDATION AND BEDDING INCLUDING BAILING OUT WATER, STEEL CENTERING, FORMWORK, LAYING/PUMPING, COMPACTING, ROUGHENING THEM IF SPECIAL FINISH IS TO BE PROVIDED, FINISHING IF REQUIRED AND CURING COMPLETE. |
| 8 | PROVIDING AND LAYING PLAIN CEMENT CONCRETE, MANUAL / MACHINE MIXED AND MANUAL / MECHANICALLY VIBRATED IN FOUNDATIONS, PLINTH, UNDER FLOORS, UNDER IPS AT FLOOR LEVEL ETC., INCLUDING ALL NECESSARY COST OF CENTRING AND SHUTTERING & CURING ETC. COMPLETE IN RATIO OF : 1:3:6 (1 CEMENT: 3 FINE AGGREGATE :6 GRADED STONE AGGREGATE 20 MM NOMINAL SIZE). |
| 9 | PROVIDING AND LAYING READY MIX MICRO CONCRETE GROUTING (WITH MIN 3 DAYS COMPRESSIVE STRENGTH OF 25 N/SQM MM) OF APPROVED BRAND IN PROPORTION APPROVED BY EIC WITH METAL, INCLUDING APPROVED POLYMER BONDING COAT WITH CEMENT IN 1:1 PROPORTION BY WEIGHT, MIXING, POURING, CONSOLIDATING, SCAFFOLDING,SHUTTERING, CURING ETC. AS PER MFG.'S SPECIFICATIONS . (THE ITEMS SHALL BE PAID ON ACTUAL CONSUMPTION OF MICRO CONCRETE ONLY). |
| 10 | 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 INCLUDING THE COST OF CENTERING, SHUTTERING 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 INCLUDING BAILING OUT WATER, COVER BLOCKS, LAYING/PUMPING, COMPACTION AND CURING ROUGHENING THE SURFACE IF SPECIAL FINISH IS TO BE PROVIDED APPLICATION OF ONE COAT OF BLACKBITUMENT PAINT TO CONCRETE SURFACE ETC., COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER -IN- CHARGE . |
| 11 | PROVIDING AND LAYING CAST IN SITU/READY MIX CEMENT CONCRETE IN M-30 OF TRAP/ GRANITE/ QUARTZITE/ GNEISS METAL FOR R.C.C. IN SUPER STRUCTURE AS COLUMNS, BEAM, PILLARS, POSTS,SLABS,CHAJJAS ATTACHED PILLASTERS, PORTALS, STRUTS, INCLINED POSTS, PEDESTALS FOR EQUIPMENTS AND SIMILAR VERTICAL MEMBERS, ETC., OF REQUIRED THICKNESS INCLUDING STEEL CENTERING, FORMWORK, COVER BLOCKS, LAYING/PUMPING, COMPACTING AND ROUGHENING THEM IF SPECIAL FINISH IS TO BE PROVIDED AND CURING INCLUDING APPLICATION OF ONE COAT OF BLACKBITUMENT PAINT TO CONCRETE SURFACE ETC. COMPLETE.. (EXCLUDING REINFORCEMENT AND STRUCTURAL STEEL). |
| 12 | PROVIDING AND FIXING IN POSITION PRECAST REINFORCED CEMENT CONCRETE OF GRADE M-25 ( USING 12.5 MM. NOMINAL GAUGE GRADED STONE AGGREGATE), MACHINE MIXED, MECHANICALLY VIBRATED AND FINISHED TO A FAIR FACE INCLUDING CENTRING, SHUTTERING ETC. BUT EXCLUDING THE COST OF REINFORCEMENT IN TRENCH/ DRAIN COVERS, IN FOUNDATION AND PLINTH. THE MINIMUM CEMENT CONTENT IRRESPECTIVE OF DESIGN MIX SHOULD BE 350 KG/CUM. |
| 13 | PROVIDING AND FIXING IN POSITION STEEL BARS REINFORCEMENT OFVARIOUS DIAMETERS FOR R.C.C. FOOTINGS,RAFT,RETAINING WALL,SHEAR WALL, LIFT WALL,FOUNDATIONS, SLABS, BEAMS, COLUMNS, CANOPIES,STAIRCASES, NEWELS, CHAJJAS, LINTELS, PARDIES,COPING, FINS, ARCHES , PILE CAPS, ETC. AS PER DETAILED DESIGNS,DRAWINGS AND BAR BENDING SCHEDULES,INCLUDING STRAIGHTENING,CUTTING, BENDING, HOOKING THE BARS, BINDING WITH WIRES OR TACK WELDING, SUPPORTING AS REQUIRED ETC. INCLUDING BINDING WITH 18 SWG ANNEALED WIRE, THERMO-MECHANICALLY TREATED STEEL BARS HYSD/TMT/ STEEL REINFORCEMENTS AS PER IS: 1786 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/JINDAL/RINL MAKE STEEL TO BE USED) |
| 14 | 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.) |
| 15 | PROVIDING SUPPLYING, DE-RUSTING BY SHOT BLASTING 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, ETC., INCLUDING SITE AND SHOP FASTENERS, RIVETING, BOLTING, WELDING AT SHOP OR WORK SITE AT ALL HEIGHTS INCLUDING SCAFFOLDING WITH MS PIPE ETC.SURFACE PREPARATION SURFACE PREPARATION FOR ALL THE ITEMS TO BE PAINTED AFTER SLAG BLASTING.AIR USED FOR SLAG BLASTING MUST BE DRY AND OIL FREE.SLAG USED FOR BLASTING MUST BE OF GOOD QUALITY FOR ACHIEVING SURFACE FINISH AS DIRECTED BY EIC.SLAG BLASTED SURFACE MUST BE COATED WITH PRIMER WITHIN 2 HOURS.PAINTING SYSTEM TO BE USED AS INDICATED BELOW.I. P1-ONE COAT OF ETHYL SILICATE INORGANIC ZINC PRIMER HAVING DFT OF 70 MICRONS PER COAT.II .P2 ONE COAT OF EPOXY MIO HAVING DFT OF 70 MICRONS PER COAT.III.FP1 ONE COAT OF FINISH EPOXY PAINT USING TWO PACK POLYAMIDE CURED EPOXY HAVING DFT OF 40 MICRONS PER COAT.IV.FP2 - ONE COAT OF ALIPHATIC ACRYLIC POLYURETHANE PAINT HAVING DFT OF 40 MICRONS PER COAT. ETC COMPLETE AS DIRECTED BY EIC. (ALL MATERIAL SUPPLY IS IN CONTRACTOR’S SCOPE INCLUDING PAINTS. (ONLY TATA/SAIL/JINDAL/RINL MAKE STEEL TO BE USED) . |
| 16 | FABRICATING STRUCTURAL STEEL WORK IN ROLLED SECTIONS, FIXED WITH CONNECTING PLATES OR ANGLE CLEATS IN MAIN AND CROSS BEAMS, HIP AND JACK RAFTERS, PURLINS CONNECTING TO TRUSS MEMBERS, JOISTS, CHANNELS, ANGLES, TEES GRATINGS, RAILING, GI PIPE, GRATTING ETC. AS PER DETAILED DESIGNS AND DRAWING OR AS DIRECTED INCLUDING CUTTING, FABRICATING, HOISTING, ERECTING, FIXING IN POSITION, MAKING RIVETED / BOLTED / WELDED CONNECTIONS AND ONE COAT OF ANTICORROSIVE PAINT AND OVER IT TWO COATS OF EPOXY PAINTING COMPLETE (RCF WILL SUPPLY ONLY STRUCTURAL STEEL AND CONSUMABLE GASES IF AVAILABLE FREE OF COST AT RCF STORES CONTRACTOR HAS TO SHIFT THE MATERIAL FROM STORES TO SITE AT OWN COST.) |
| 17 | PROVIDING AND CONSTRUCTING BRICK WORK USING BRICKS OF CLASS DESIGNATION 3.5(50) IN CEMENT MORTAR 1:6 ( 1 CEMENT : 6 COARSE SAND ) IN :FOUNDATION, PLINTH AND SUPERSTRUCTURE AT ALL HEIGHTS. |
| 18 | PROVIDING & CONSTRUCTING UNCOURSED RUBBLE STONE MASONRY IN CEMENT MORTAR 1:6 ( 1 CEMENT : 6 COARSE SAND ) IN : FOUNDATION, PLINTH AND SUPERSTRUCTURE AT ALL HEIGHTS. |
| 19 | PROVIDING AUTOCLAVED AERATED CONCRETE BLOCK MASONARY OF CONFORMING TO IS:2185(PART3)-1984 IN EXTRA FINE JOINTING MORTAR OF FIXOBLOCK OF ULTRA TECH OR EQUIVALENT IN IN FOUNDATION PLINTH AND SUPERSTRUCTURE INCLUDING STRIKING JOINTS, RAKING OUT JOINTS AND SCAFFOLDING WORK, WATERING, CLEANING AND THE BLOCKS BEFORE USE , CURING FOR 7 DAYS ETC ETC. ALL COMPLETE AT ALL HEIGHTS / DEPTH. ETC. COMPLETE AS SPECIFIED AND AS DIRECTED. |
| 20 | SUPPLYING, FITTING & FIXING IN POSITION FULLY OR PARTLY GLAZED SINGLE LEAF ANODIZED ALUMINUM DOORS OF APPROVED SHADE MADE UP FROM ALUMINIUM EXTRUDED SECTIONS GLAZED WITH 5.0 MM THICK PLAIN GLASS FIXING WITH SPECIAL GASKET, BEADING, LOCK & ALL NECESSARY FIXTURES AND FASTENINGS ETC. COMPLETE AS PER SPECIFICATIONS, DRAWINGS AND DIRECTION OF ENGINEER-IN-CHARGE. (DETAIL MATERIAL SPECIFICATION WILL BE AS FOLLOWS)I) 15 TO 16 GAUGE THICK AL SECTIONS. (DOOR BOTTOM RAIL 95X44 MM, LOCK RAIL 50X44 MM, TOP & VERICAL RAIL 47X44 MM) II) ALUMINUM ANGLE-16 GAUGE III) 6 MM THICK PLY WOODS/3.5 MM THICK HARDNER SHEET IV) 28 GAUGE ALUMINUM SHEET. |
| 21 | PROVIDING & FIXING IN POSITION ANODISED/POWDER COATED ALUMINIUM LOUVERED / FIXED GLASS PANEL WINDOWS/VENTILATORS HAVING FRAME MADE OUT OF SIZE 80 X 38 MM X 1.22 MM THICKNESS BOX TYPE WITH SHEET GLASS LOUVERS 5 MM THICK WITH RUBBER GASKET AND WOODEN ENCASEMENT WHEREVER NECESSARY ETC. AS PER APPROVED DRAWING AND SPECIFICATION ETC. COMPLETE AS DIRECTED BY EIC |
| 22 | PROVIDING AND APPLYING 12 MM THK INTERNAL PLASTER IN ONE COAT IN CEMENT MORTAR 1:3 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, SCAFFOLDING ETC. COMPLETE. |
| 23 | PROVIDING AT ALL HEIGHTS 20 MM THICK CEMENT PLASTER ON ROUGH SIDE OF SINGLE OR HALF BRICK WALLS IN ALL POSITION INCLUDING BASE COAT OF 12 MM THICK IN CEMENT MORTAR 1:4(1CEMENT:4 READY MIXED GRADED PLASTER SAND) USING WATERPROOFING COMPOUND AT 1 KG PER CMENT BAG CURING THE SAME FOR NOT LESS THAN 2 DAYS AND KEEPING THE SURFAE OF THE BASE COAT ROUGH TO RECEIVE THE SAND FACED TREATMENT 8 MM THICK IN CEMENT MORTAR 1:4 FINISHING BY TAKING OUT GRAINS AND CURING FOR 14 DAYS , ETC., COMPLETE IN ALL RESPECTS AND AS DIRECTED INCLUDING NECESSARY SCAFFOLDING, CURING ETC. COMPLETE. |
| 24 | PROVIDING AND APPLYING PAINT OF APPROVED BRAND AND MANUFACTURE TO GIVE AN EVEN SHADE WITH APPROVED QUALITY ACRYLIC 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 COAT 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 |
| 25 | PROVIDING & APPLYING TWO OR MORE COATS OF 100% EXTERIOR GRADE ACRYLIC EMULSION PAINT (WEATHERSHIELD OR APEX) COLOUR /SHADE AS PER APPROVED BRAND AND MAKE TO EXTERIOR OLD/ NEW RCC/MASONRY SURFACES AFTER ONE COAT OF COMPATIBLE WATERPROOF PRIMER, NECESSARY CLEANING ETC. COMPLETE AS DIRECTED BY EIC. |
| 26 | SUPPLYING AND PAINTING THE INTERNAL PLASTER SURFACES OF WALLS, CEILINGS AT VARIOUS ELEVATIONS WITH TWO OR MORE COATS OF WATERPROOF CEMENT PAINT CONFORMING TO RELEVANT INDIAN STANDARDS OF APPROVED COLOUR INCLUDING SUITABLE PRIMING COAT,SCAFFOLDING, PREPARATION OF SURFACE ETC., COMPLETE AT ALL LEVELS TO GIVE AN EVEN SHADE AS PER SPECIFICATIONS, DRAWINGS AND AS DIRECTED BY THE ENGINEER-IN-CHARGE. |
| 27 | PROVIDING FLUSH GROOVED POINTING FOR STONE MASONRY IN CEMENT MORTAR-1:3. AT ALL POSITIONS AS DIRECTED. |
| 28 | DEMOLISHING EXISTING RICH MIX CEMENT CONCRETE/ PLAIN CEMENT CONCRETE WORK INCLUDING RCC , BITUMINOUS ROAD ETC. 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. |
| 29 | 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 |
| 30 | PROVIDING AND FIXING 2 MM THK POLYCARBONATE CORRUGATED ROOF SHEETS PANEL OF APPROVED MAKE AND DESIGN WITH FIXING ACCESSORIES WITH END CAP, EPDM PACKING, SELF-TAPING / DRILLING METAL SCREWS / SS 304 8 MM DIA J/L HOOKS, FASTENERS ETC. COMPLETE AS PER MANUFACTURER'S SPECIFICATIONS AS DIRECTED BY ENGINEER-IN- CHARGE. |
| 31 | PROVIDING AND FIXING ROOF TOP TURBO VENTILATORS INCLLUDING FRP ATTACHMENT BASE ON ROOF AS DIRECTED BY EIC OF FOLLOWING SPECIFICATIONS I. SHEET MATERIAL - ALUMINIUMII. SHAFT DIAMETER & MATERIAL - L9-20MM & SS304.III. FAN MATERIAL AND DIAMETER - ALUMINIUM 1100GRADE, 788MM.IV. DIAOFTOP -250TO 300 MMV. VOLUME DISPLACED- 2400CFM @L0MPHVI. BEARING MAKE SS304 |
| 32 | PROVIDING, ERECTING AND FIXING IN POSITION AT ALL HEIGHTS MOTOR OPERATED ROLLING SHUTTERS CONFORMING TO IS: 6248 MADE OF 80X1.25 MM M.S.LATHS, INTERLOCKED TOGETHER THROUGH THEIR ENTIRE LENGTH AND JOINED TOGETHER AT THE END BY END LOCKS MOUNTED ON SPECIALLY DESIGNED PIPE SHAFT 32 MM WITH BRACKETS, SIDE GUIDES AND ARRANGEMENTS FOR INSIDE AND OUTSIDE LOCKING, INCLUDING THE COST OF PROVIDING AND FIXING NECESSARY 27.5 CM LONG WIRE SPRINGS GRADE NO- 2, M.S., TOP COVER 1.25 MM. THICK AND BALL BEARING, INCLUDING PROVIDING AND APPLYING TWO COATS OF SYNTHETIC ENAMEL PAINT OF APPROVED QUALITY OVER TWO COATS OF RED OXIDE ZINC CHROMATE PRIMER CONFORMING TO IS: 2074 COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER-IN-CHARGE |
| 33 | PROVIDING & APPLYING TWO COATS OF SYNTHETIC ENAMEL PAINTING OVER ONE COAT OF PRIMER OF APPROVED MANUFACTURED AS DIRECTED TO STEEL SURFACE. |
| 34 | PROVIDING & FIXING OF 0.6 MM THICK TCT IN COLORBOND ULTRA STEEL, METALLIC COATING AZ-200 MINIMUM (200G/M²) COATING MASS, GRADE G550 (MINIMUM YIELD STRENGTH 550 MPA) OR G300 (MINIMUM YIELD STRENGTH 300 MPA), SUPER DURABLE POLYESTER PAINT SYSTEM, 25MICRON ON TOP SIDE AND 15MICRON ON REVERSE SIDE COMPLYING WITH AS/NZS 2728- TYPE 4 OR IS15965–CLASS3. INCLUDING CORNER PIECE, RIDGE, GUTTERS ETC, FASTENERS TO COMPLY WITH AUSTRALIAN STANDARD CLASS4. FLASHING OR RIDGE CAPPING SHOULD BE MANUFACTURED FROM THE SAME MATERIAL AS USED FOR THE ROOFING COMPLETE IN ALL RESPECTS AS PER DIRECTION OF ENGINEER-IN-CHARGE |
| 35 | PROVIDING FIXING VARIOUS TYPES OF MATERIALS & OTHER FITINGS / ACCESSORIES, ETC. INCLUDING THE CHARGES SUCH AS TRANSPORTATION, HANDLING, STORAGE AND OVERHEADS, PROFITS, ETC. COMPLETE. AS DIRECTED BY ENGINEER-IN-CHARGE AS PER REQUIREMENT OF JOB NOT INCLUDED IN ABOVE ITEMS. PAYMENT SHALL BE MADE ON THE BASIS OF ACTUAL COST OF MATERIAL PER CASH MEMO/RECEIPTS. |
| 36 | DESIGN OF R.C.C. AND STRUCTURAL STEEL FOR CONSTRUCTION OF NEW STORES AND ALLIED WORK FOR CAPACITY ENHANCEMENT OF BIOMASS BRIQUETTE STORAGE AND IN CONUSLTATION WITH RCF AS PER MODIFICATIONS SUGGESTED, EXISTING SITE/SOIL CONDITIONS ALONG WITH PREPARATION OF PROPOSED DRAWINGS, SUBMISSION OF DETAILED DESIGN AND RCC/FABRICATION DRAWINGS AND ISSUE OF STABILITY CERTFICATE AFTER COMPLETION OF WORK. Please Enable Macros to View BoQ information |
