Str. Shed works@Sangrur

SPLY AND FAB STRUCTURAL — STRUCTURAL WORK (ALL SECTION OF STRUCTURE SUCH AS CHANNEL, BEAM, ANGLE, TEE, HAND RAILING PIPE, MS FLAT ETC. AS PER DESIGN AND DRAWING): SUPPLY, FABRICATION, WELDING, ERECTION, PAINTING, INSPECTION AND TESTING OF STEEL STRUCTURE AS PER APPROVED DRAWING AND DESIGN SUCH AS ROLLED SECTION, FLAT FOR CURB ANGLE, SPIRAL STAIRWAY, LANDING PLATFORMS, TOP PLATFORM, EARTHING CONNECTIONS CLEATS, WIND GIRDER SUPPORTS AND PAD PLATES, STIFFENERS/GUSSETS FOR WIND GIRDER, DEFLECTOR PLATE FOR WIND GIRDERS, STIFFENERS/CATWALKS FOR VALVE OPERATION PLATFORM, PIPE CROSSOVERS, VALVE OPERATING PLATFORMS, CURB ANGLES, CLEATS, SUPPORT STRUCTURAL FOR SPRINKLER SYSTEM AND FOAM SYSTEM, AND ALL ANGLES, GUSSET PLATES, WIND GIRDERS, STRUCTURAL STEEL FOR THE HAND RAIL OF THE SPIRAL STAIRWAY, MS SQUARE BARS OF 20 MM SIZE FOR POSTS OF THE HAND RAILING. ROOF TOP RAILING LIKE ANGLES, FLATS AND CONNECTING CLEAT ANGLES, ALL FLOATING ROOF STRUCTURAL, RIM AND FRAME ANGLES, PONTOON STIFFENING RAFTERS, SUPPLY AND BRACING OF BRASS STRIP OVER WHEELS OF ROLLING LADDER IN FLOATING ROOF TANKS ETC. SUPPLY, FABRICATION, WELDING AND ERECTION OF PIPE HAND RAILS FOR THE STAIRCASE MADE OUT OF 40 MM DIAMETER SCH 40 SEAMLESS PIPE CONFORMING TO ASTM A106 AND MS SQUARE BARS OF 20 MM SIZE WELDED TO THE TANK SHELL AND THE HAND RAILING ETC. SUPPLY OF ALL MATERIALS, CONSUMABLES, LABOUR, EQUIPMENT/MACHINERY, TOOLS AND TACKLES REQUIRED TO COMPLETE THE WORK AS PER DRAWINGS, SCOPE OF WORK AND INSTRUCTIONS OF HPCL ENGINEER-IN-CHARGE. PREPARATION OF ALL NECESSARY FABRICATION DRAWINGS INCLUDING BILL OF MATERIALS, SUPPLY OF STEEL CONSISTING OF PLATES, ROLLED STEEL JOISTS, CHANNELS, ANGLES, CHEQUERED PLATES, JOISTS, TRUSSES, TUBES ETC. AND ALSO RECTANGULAR/SQUARE HOLLOW STEEL SECTIONS, INSERT PLATES IN RCC SLEEPER/BRICKWORK, MS ROUND BAR, PIPELINE PEDESTAL STRUCTURE, ANCHOR BOLTS FOR STEEL STRUCTURE, SLEEVE PIPES, ANCHOR NUTS, WASHERS ETC. , CONFORMING TO IS: 2062/OTHER RELEVANT/APPLICABLE CODES. THE JOB INCLUDES STRAIGHTENING OF RAW STEEL IF REQUIRED, FABRICATION OF STEEL STRUCTURES AS PER DRAWINGS/PATTERN (INCLUDING PREPARATION OF SUPPLEMENTARY SKETCHES AND DETAILED BILL OF MATERIALS). RATE TO INCLUDE SUPPLY, FABRICATION, ERECTION AND WELDING, STRAIGHTENING, CUTTING TO REQUIRED LENGTH SUPPLY AND FIXING ALL NUTS AND BOLTS WASHERS WHEREVER REQUIRED FOR FOLLOWING ITEMS. SEPARATE MEASUREMENTS WILL NOT BE TAKEN FOR NUTS, BOLTS, WASHERS ETC. FOR PAYMENT PURPOSE. JOB ALSO TO INCLUDE CLEANING AND PREPARATION OF ALL STEEL SURFACES TO SWEDISH STANDARD SA 2 1/2 AS PER SWEDISH STANDARD: IS -05-5900/ISO-8501: LATEST EDITION WITH COPPER SLAG BLASTING. THE PRIMER PAINT SHALL BE ONE COAT OF 65 MICRON INORGANIC ZINC SILICATE FOLLOWED BY ONE COAT OF 100 MICRON HB MIO FOLLOWED BY TWO COATS OF ACRYLIC POLYURETHANE EACH OF 40 MICRONS. TOTAL THICKNESS OF PAINT SHALL BE MINIMUM 245 MICRONS DFT. THE SCOPE INCLUDES LOADING, TRANSPORTATION, UNLOADING AND DELIVERY AT ERECTION SITE OF ALL FABRICATED STRUCTURES, ERECTION, ALIGNMENT AND WELDING OF ALL STRUCTURES TRUE TO LINE, LEVEL, PLUMB AND DIMENSION, INCLUDING RECTIFICATION IF ANY, SPLICING, SITE ASSEMBLY ALL AS PER TECHNICAL SPECIFICATIONS AND DRAWINGS, TOUCH UP PAINTING, INCLUDING SUPPLY OF PAINT, WHERE PAINT IS DAMAGED ETC. COMPLETE AS PER INSTRUCTION OF ENGINEER-IN-CHARGE (ENGINEER-IN-CHARGE). NOTE: ALL THE STRUCTURE (AS DECIDED/INSTRUCTED BY ENGINEER-IN-CHARGE) OTHER THAN GRATINGS SHALL BE PAID UNDER THIS ITEM ONLY. MEASUREMENTS SHALL BE TAKEN ON ACTUAL WEIGHT BASIS ONLY.

Supply and erection of zincal — PREPARATION OF SHEETING DRAWINGS, BILL OF MATERIALS, GETTING APPROVAL OF ALL DESIGN CALCULATION & DRAWINGS FROM CLIENT/ DESIGN IN CHARGE OF PMC , INCLUDING SUPPLY OF 0.5MM TCT ZINCALUME HIGH TENSILE COLOUR COATED STEEL SHEETS (FY=550MPA) CONFORMING TO AS 1397:1993, HAVING TRAPEZOIDAL PROFILE WITH A COVER WIDTH OF 930-1020 MM AND 28-32 MM DEEP CREST AT PITCH OF 186- 250MMC/C WITH MINIMUM TWO RIBS AT CENTRE FOR STIFFENING. WITH ZINCALUME COATING 150GSM AND 45¿ SUPER POLYESTER COLORBOND XRW / SMP (SILICON MODIFIED POLYESTER) QUALITY PAINT SYSTEM OR EQUIVALENT WITH , ANTI-CAPILLARY GROOVE TO AVOID ANY SEEPAGE OF WATER THROUGH LATERAL OVER LAP, COMPATIBLE FLASHING, TRIMS, RIDGE PANEL, CURVED PANEL, CANOPY SOFFIT CLOSURE, CANOPY GUTTER, DOWN TAKE PIPE, CLOSERS FITTINGS AND FIXTURES, ACCESSORIES, SEALING TAPE ETC, TRANSPORTATION AND DELIVERY AT SITE, STORAGE AND HANDLING AT SITE,

Supply,fabrication of G.I Grat — GRATING: DESIGN, SUPPLY, FABRICATION, ERECTION, AND PAINTING OF HONEY COMB PATTERN GALVANIZED GRATINGS. PREPARATION OF FABRICATION DRAWINGS INCLUDING BILL OF MATERIALS AS PER APPROVED TANK GA DRAWINGS, GETTING APPROVAL FROM CONSULTANT INCLUDING SUPPLY OF RAW MATERIALS, FABRICATION OF MILD STEEL GRATING IN PANEL SIZE AS PER APPROVED DRAWINGS, FABRICATED OUT OF 25 X 6 MS FLAT (OUTER FRAME AND STRAIGHT FLATS) AND ONLY THE BEND FLAT THAT IS HONEYCOMB SHALL BE DONE FROM 25 X 3 MS FLAT. SCOPE INCLUDES SUPPLY INCLUDING LOADING, TRANSPORTATION TO SITE, UNLOADING, STORAGE AND HANDLING AT SITE ,ERECTION AT APPROPRIATE LOCATION, LEVEL INCLUDING ALL NECESSARY CUTOUT IN GRATING SHALL BE MADE IF REQUIRED, INCLUDING ALIGNMENT WELDING OF GRATING ON SUPPORTING BEAMS/STRUCTURES IN TRUE TO LINE, LEVEL AND DIMENSION, TOUCH UP PAINTING WHEREVER REQUIRED. THE WORK SHALL BE COMPLETED IN ALL RESPECT AS PER DRAWINGS AND TECHNICAL SPECIFICATION AND DIRECTION OF THE ENGINEER-IN-CHARGE. THIS ITEM ENVISAGE SUPPLY AND FIXING OF GALVANIZED GRATING. THE MINIMUM GALVANIZED THICKNESS SHALL BE 80 MICRON. THE JOB TO BE EXECUTED AS PER ATTACHED TECHNICAL SPECIFICATIONS, JOB PROCEDURES ETC. COMPLETE AND AS DIRECTED BY ENGINEER-IN-CHARGE.

SPLY&FIXG OF RUBBER PAD — PROVIDING AND FIXING OF 50 MM THK NEOPRENE SYNTHETIC RUBBER PAD CUT INTO PIECES OF APPROX SIZE 100X100 OR 100X200 MM OR TO SUIT SITE AND DRAWING, INCLUDING FIXING OF RUBBER PAD IN SWING PLATFORM WITH 25 MM DIA COUNTER SUNK BOLT (AS PER IS: 8412) 1 NO FOR 100X100 MM AND 2 NOS FOR 100X200 MM PER PIECE OF RUBBER PAD OR AS PER DRAWING. THE WORK SHALL BE COMPLETED AS PER DRAWING AND DIRECTION OF SITE IN CHARGE.

Supply & Installation of Turbo

Providing & Fixing of operator — SUPPLY AND FIXING ALUMINUM CABIN IN THE GANTRY. THE ALUMINUM CABIN SHALL BE OF 1.8 X 1.8 X 2.1 IN DIMENSION AND SHALL BE COVERED WITH ALUMINUM GRILL FROM ALL THE SIDES. AT THE FRONT SIDE IT SHALL BE HAVING A DOOR OF 0.9 X 1.8 M IN DIMENSION AND SHALL BE COVERED WITH A DIFFUSE FIBER SHEET OVER ALUMINUM GRILL AT THE TOP OF THE CABIN. THE ALUMINUM SECTION SHALL BE OF 101.5 X 44.5 X 2 MM (NO. 9205) AND SHALL BE POWDER COATED.BASIC PRICE AND TYPE OF THIS ITEM SHALL BE AS SPECIFIED IN THE TENDER.

Supplying, Fixing of Retractab — DETAIL SPECIFICATION AS GIVEN IN TENDER DOCUMENT

Dismantling of steel structure — DISMANTLING THIS ITEM IS APPLICABLE FOR DISMANTLING OF ANY PLATE AND STRUCTURAL WORK, INCLUDING ALL PARTS OF THE TANK TO BE CARRIED OUT SEPARATELY AND WHEN NOT COVERED UNDER ANY OF THE SCOPES ABOVE, BASIS TONNAGE WEIGHED AT HPCL WEIGH BRIDGE AND DUMPED AT A DESIGNATED LOCATION WITHIN PLANT PREMISES. METALLIC PARTS THUS CUT AND REMOVED SHALL BE CLEANED FOR SEGREGATION OF SERVICEABLE AND NON-SERVICEABLE MATERIALS AND THEN ONLY DUMP AS DIRECTED SEPARATELY.THIS IS APPLICABLE WHERE THE PLATES/STRUCTURES REMOVED WILL NOT BE REPLACED OR RE-BUILT.PAYMENT SHALL BE MADE AS PER LINE ITEM OF SOR, BASIS PER MT OF DISMANTLED METALLIC COMPONENTS WEIGHED AND SHIFTED TO THE DESIGNATED LOCATIONS.

Dismantling of roof and side s — DETAIL SPECIFICATION AS GIVEN IN TENDER DOCUMENT

EXCAVATION AND — EXCAVATION IN ALL TYPES OF SOILS INCLUDING SOFT SOIL , SOFT ROCK AND WEATHERED ROCK UPTO A DEPTH OF 2.5 M INCLUDING OBSERVING ALL NECESSARY PRECAUTIONS TO PROTECT THE PIPELINE AND ITS COATING, PROVIDING SHORING AND SHUTTERING ETC SO AS TO PREVENT COLLAPSE OF SIDE SLOPES; PROVISION OF ALL NECESSARY TOOLS, TACKLES, CONSUMABLES; DE-WATERING; PROVISION OF NECESSARY SUPERVISING PERSONNEL ETC ALL COMPLETE IN ADDITION TO ANY OTHER NECESSARY ITEMS AS REQUIRED TO COMPLETE THE ASSIGNED JOBS AS PER INSTRUCTIONS OF SITE ENGINEER. THE EXCAVATED SOIL IS TO BE STACKED IN HEAPS CLOSE TO THE SPOT OF EXCAVATION.