Tender For Carry Out Mechanical Sor Works At Mangalore And Hassan Terminal -CLASS:A1A, COMPLETE WORK OF SUPPLY OF PIPE, INCLUDING TRANSPORTATION TO STORE AND INSPECTION CHARGES BUT NOT LIMITED TO, THE FOLLOWING ITEMS IN ACCORDANCE WITH RELEVANT SPECIFICATIONS INDICATED IN SCOPE OF WORK, SCC, DRAWINGS, SPECIFICATION AND INSTRUCTIONS OF ENGINEER-IN-CHARGE AND AS PER ALL PROVISIONS OF THE CONTRACT DOCUMENT, Supply 2 pipe, SMLS, Sch.80, Supply 8 pipe, SMLS, Sch.40, Supply 10 pipe, Sch. 20, weld, Supply 20 pipe, Sch. 10, weld , Supply of 1 SORF flange, 150#, Supply of 2 SORF flange, 150#FLANGE,SLIP-ON; MATERIAL SPEC:ASTM A105; MATERIAL:CARBON STEEL; PRESSURE DESIGNATION:CLASS 150; FACING,FLANGE:RAISED FACE; FINISH,FLANGE FACING:125 AARH; SIZE:150 MM; DESIGN SPEC:ANSI B16.5, FLANGE,SLIP-ON; MATERIAL SPEC:ASTM A105; MATERIAL:CARBON STEEL; PRESSURE DESIGNATION:CLASS 150; FACING,FLANGE:RAISED FACE; FINISH,FLANGE FACING:125 AARH; SIZE:200 MM; DESIGN SPEC:ANSI B16.5; CAPS CODE : FNC0127Z016ZZZZZZ, FLANGE,SLIP-ON; MATERIAL SPEC:ASTM A105; MATERIAL:CARBON STEEL; PRESSURE DESIGNATION:CLASS 150; FACING,FLANGE:FLAT FACE; FINISH,FLANGE FACING:125 AARH; SIZE:500 MM; DESIGN SPEC:ANSI B16.5, 29 0.75 WNRF flange, Sch.80.150# 11895-MANGALORE TERMINAL Each 295 29AAACH1 118B1Z8 Yes 30 1 WNRF flange, 150#, Sch. 80 11895-MANGALORE TERMINAL Each 385 29AAACH1 118B1Z8 Yes 31 2 WNRF flange, 150#, Sch. 40 11895-MANGALORE TERMINAL Each 650 29AAACH1 118B1Z8 Yes 32 3 WNRF flange, 150#, Sch. 40 11895-MANGALORE TERMINAL Each 1200 29AAACH1 118B1Z8 Yes 33 4 WNRF flange, 150#, Sch. 40 11895-MANGALORE TERMINAL Each 1480 29AAACH1 118B1Z8 Yes 34 6 WNRF flange, 150#, Sch. 40 11895-MANGALORE TERMINAL Each 2685 29AAACH1 118B1Z8 Yes 35 8 WNRF flange, 150#, Sch. 40 11895-MANGALORE TERMINAL Each 3140 29AAACH1 118B1Z8 Yes 36 10 WNRF flange, 150#, Sch. 40 11895-MANGALORE TERMINAL Each 5170 29AAACH1 118B1Z8 Yes 37 12 WNRF flange, 150#, Sch.STD 11895-MANGALORE TERMINAL Each 7860 29AAACH1 118B1Z8 Yes 38 14 WNRF flange, 150#, Sch.STD 11895-MANGALORE TERMINAL Each 15750 29AAACH1 118B1Z8 Yes 39 16 WNRF flange, 150#, Sch.STD 11895-MANGALORE TERMINAL Each 21265 29AAACH1 118B1Z8 Yes 40 18 WNRF flange, 150#, Sch.STD 11895-MANGALORE TERMINAL Each 24960 29AAACH1 118B1Z8 Yes 41 20 WNRF flange, 150#, Sch.STD 11895-MANGALORE TERMINAL Each 27750 29AAACH1 118B1Z8 Yes 42 24 WNRF flange, 150#, Sch.STD 11895-MANGALORE TERMINAL Each 36950 29AAACH1 118B1Z8 Yes 43 0.75 BLRF flange, 150#ELBOW,BUTT-WELD; MATERIAL SPEC:ASTM A234 GRADE WPB; MATERIAL:CARBON STEEL; ANGLE:90 DEG; TYPE:LONG RADIUS(1.5 D); SIZE:400 MM; THICKNESS,WALL:6.35 MM; SCHEDULE NUMBER:N/A; MANUFACTURING PROCESS:N/A; DESIGN SPEC:B16.9; ADDITIONAL INFORMATION:TEST CERTIFICATE, ELBOW,BUTT-WELD; MATERIAL SPEC:ASTM A234 GRADE WPB; MATERIAL:CARBON STEEL; ANGLE:45 DEG; TYPE:LONG RADIUS; SIZE:80 MM; SCHEDULE NUMBER:40; MANUFACTURING PROCESS:SEAMLESS; DESIGN SPEC:ANSI B16.9; DIMENSIONAL SPEC:ANSI B36.10M, THE JOB INVOLVES CARRYING OUT SURFACE PREPARATION AND PROVIDING ONE PRIMER COAT FOR PAINTING OF INTERNAL SURFACE OF TANKS FOR BOTTOM PLATE AND SHELL AREA UPTO 1M HEIGHT. TANKS SHALL BE HANDED OVER IN CLEANED AND ISOLATED CONDITION. SURFACE PREPARATION SHALL BE DONE BY COPPER SLAG BLASTING ONLY. SLAG BLASTING SHALL BE DONE TO MATCH SA 2.5 OF SWEDISH IVONOSK SIS055900 LATEST EDITION TO BARE METAL. THOROUGH SURFACE PREPARATION SHALL BE ENSURED. PLATES SHALL BE CLEANED THOROUGHLY TO REMOVE ALL DUST, GREASE, DIRT, PREVIOUS PAINT LAYERS ETC. COMPLETELY. PRIMER SHALL BE ONE COAT OF EPOXY ZINC PHOSPHATE (HIGH BUILD, POLYAMIDE CURED, EPOXY RESIN BASED) OF 50 MICRON DFT OR MORE. PAINTING SHALL BE DONE WITH SPRAY/ BRUSH AS PER ADVISE OF EIC. ONLY APPROVED MAKE OF PAINT SHALL BE USED. RATE SHALL INCLUDE COST OF PAINT, APPLICATION, WASTAGES, EQUIPMENTS, MOBILIZATION, AND HANDLING ETC., COMPLETE IN ALL RESPECTS. THE JOB ALSO INCLUDES PROVIDING TWO COATS OF FINISH PAINT OVER THE PRIMER COAT OR OVER THE FIRST COAT. FINISH PAINT SHALL BE EPOXY TANK LINER (AMINE ADDUCT CURED HIGH BUILD EPOXY COATING). THE DFT FOR EACH COAT OF FINAL PAINT EXCLUDING PREVIOUS COAT SHALL BE 100 MICRONS OR HIGHER. ONLY APPROVED MAKE OF PAINT SHALL BE USED. RATE SHALL INCLUDE COST OF PAINT, APPLICATION, WASTAGES, EQUIPMENT, MOBILIZATION, HANDLING ETC., COMPLETE IN ALL RESPECTS.THE TANK AND SURROUNDING AREA TO BE CLEANED AND WASTE DISPOSED AS ADVISED BY ENGINEER IN CHARGE POST JOB COMPLETION. THE SCOPE INCLUDES FIXING OF FLP EXHAUST FAN ON ONE OF THE MANHOLE OF TANK TO ENSURE REMOVAL OF VAPOR FROM THE TANK THROUGH OUT PAINTING WORK, PRIOR TO AND AFTER PAINTING WORKS IF REQUIRED AS PER THE ENGINEER IN CHARGE ADVISE.THE VENDOR SHALL COMMENCE THE JOB AT THE LOCATIONS WHEREVER REQUIRED WITHIN 7 DAYS AFTER INTIMATION FROM HPCL BY AN EMAIL/LETTER, THE JOB INVOLVES SUPPLY, COATING AND WRAPPING, THE PIPELINES AND FLANGES WITH OR APPROVED EQUIVALENT WITH TWO LAYERS OF 2 MM THICK OR 4 MM WRAPPING MATERIAL AS PER IS: 10221 AND AS PER MANUFACTURERS STANDARD. CONTRACTOR SHOULD STRICTLY FOLLOW MANUFACTURERS APPLICATION PROCEDURE. RATE TO INCLUDE SUPPLY OF ALL THE RAW MATERIALS (COAL TAR PRIMER, WRAPPING TAPE ETC.) AS SPECIFIED IN ABOVE MANUFACTURES SPECIFICATION.PARTY HAS TO DO WRAPPING COATING FOR PIPELINES WHEREVER REQUIRED. ALL WRAPPING COATING MATERIALS 4 MM AND CONSUMABLE MATERIALS TO BE SUPPLIED BY PARTY. PAYMENT WILL BE MADE ON ACTUAL MEASUREMENT OF PIPES/ FLANGES ETC AT SITE. NO SEPARATE PAYMENT WILL BE MADE FOR ADDITIONAL ACTIVITY TO EXECUTE THE JOB LIKE MANPOWER, TRANSPORTATION, STATUTORY OBLIGATIONS, CONSUMABLES, AND HEAT TORCH ETC, SUPPLYING AND FIXING OF HOT DIPPED GALVANIZED CONCERTINA WIRE (MADE AS PER FOLLOWING: DIAMETER OF THE WIRE 2.56 MM, BLADE THICKNESS: 0.53 MM, BLADE LENGTH: 12.60 MM, BLADE WIDTH: 12.73 MM, AVG. BLADE SPACING 25.00 MM, SPACING OF EACH RING / COIL: 150 MM) ON LONGITUDINAL RUNS OF BARBED WIRES SUPPORTED ON ANGLE IRON FRAME OVER COMPOUND WALL/CHAIN LINK FENCING FOR ALL HEIGHT INCLUDING SUPPLY OF ALL MATERIALS AND CONSUMABLES (APPROVED TYPE), TOOLS, SCAFFOLDING ETC. REQUIRED FOR FIXING THE WIRE COMPLETE IN ALL RESPECT AS PER SPECIFICATIONS, STANDARDS, DRAWING AND DIRECTION OF ENGINEER-IN-CHARGE. PAYMENT SHALL BE MADE BASED ON RUNNING LENGTH OF COMPOUND WALL/CHAIN LINK FENCING OVER WHICH IT IS FIXED. CONTRACTOR SHALL QUOTE TAKING INTO ACCOUNT THE COIL SPACING THE DIAMETER OF COIL SHALL BE 610 MM, GRID EARTH PITS-GI MEDIUM DUTY PIPE ELECTRODE WITH 6 MM THICKNESS CHEQUERED PLATE COVER WITH DETAILS AS PER IS 3043 WITH ASSOCIATED CIVIL WORK, PARTY HAS TO SUPPLY AND LAYING THE GI FLAT OF 50 MM X 6 MM GI FLAT FOR CONNECTING EQUIPMENT TO EARTH PITS CONSTRUCTED. JOB INCLUDES SUPPLY OF MATERIAL, SHIFTING, LOADING UNLOADING, TRANSPORTATION, WELDING, BITUMEN PAINTING, CUTTING, FABRICATION FOR COMPLETE LAYING OF GI FLAT 600MM BELOW GROUND COMPLETE. PAYMENT TO THE PARTY WILL BE MADE FOR THE LAID FLAT IN RUNNING METER. NO PAYMENT WILL BE MADE FOR EXCESS MATERIAL SUPPLIED OR UNUSED ITEMS. PARTY HAS TO REMOVE THE MATERIAL WITHIN 30 DAYS FROM THE SITE AFTER COMPLETION OF JOB OF LOCATION, SUPPLYING, ERECTING AND FIXING IN POSITION PRE- FABRICATED STEEL STRUCTURES AT ALL ELEVATIONS FOR CANOPY USING STRUCTURAL STEEL SECTIONS ISMB/ISMC/ISA CONFORMING TO IS:2062, INCLUDING CUTTING, WELDING OR BOLTING, SUPPLY OF BOLTS/NUTS/WASHERS ETC., COMPLETE AS PER DRAWINGS INCLUDING SURFACE PREPARATION AND APPLYING ONE COAT OF ZINC PHOSPHATE PRIMER BEFORE ERECTION, ONE COAT AFTER ERECTION AND TWO COATS OF SYNTHETIC ENAMEL PAINT AS PER SPECIFICATION AFTER ERECTION AND ALL MATERIALS AND LABOUR COMPLETE. (NO WELDING IS PERMITTED AT SITE). THE RATE QUOTED SHALL INCLUDE COST OF BOLTS, NUTS, WASHERS, WELDING AND ELECTRODES AND ANY OTHER CONSUMABLES REQUIRED FOR COMPLETING THE WORK. NUT BOLTS SHALL NOT BE CONSIDERED FOR PAYMENT. THEORETICAL WEIGHT OF STEEL SECTIONS SHALL BE CONSIDERED FOR PAYMENT. THE QUANTITY SHALL BE USED FOR FABRICATION OF A SEALING CUM TT INSPECTION BAY. FINAL DRAWING PER MEASUREMENT AT SITE SHALL BE CONFIRMED BY LIC. STABILITY CERTIFICATE AND FINAL DRAWING TO BE SUBMISSION SHALL BE IN SCOPE OF VENDOR, etc.
