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9562-A4 MANUAL 00367 - RESOURCE ESTIMATION GUIDE VERSION: 13 © Energex 2015 UNC

9562-A4 MANUAL 00367 - RESOURCE ESTIMATION GUIDE VERSION: 13 © Energex 2015 UNCONTROLLED WHEN PRINTED RESOURCE ESTIMATION GUIDE APPROVED: B. Thomas 9562-A4 Manual 00367- RESOURCE ESTIMATION GUIDE © Energex 2014 RESOURCE ESTIMATION GUIDE Sect Title 1 Overhead Construction 2 Pole Mounted Plant 3 Underground Construction 4 Ground Mounted Plant and Substations 5 Street lighting 6 Labour CU’s 7 Amendment Record 9562-A4 Manual 00367- RESOURCE ESTIMATION GUIDE © Energex 2014 PREFACE Scope This standard applies to the ENERGEX distribution network only. This document covers the major material and labour resource models within the Ellipse system. It is designed to assist Distribution Network Planners and Designers in estimating and ordering resources for Overhead, Underground and Public Lighting constructions. It is not intended as a substitute for any current Construction or Design manuals that contain additional resource estimation information. General This standard is subject to amendment by Energex at any time. Any proposed deviation from this standard must be submitted to Energex for approval before it is implemented. Updates & Subscription This document, when downloaded or printed, is uncontrolled. Users are responsible for ensuring they are using the latest information. This can be achieved by registering on Energex’s Intranet/Internet subscription service. Both internal and external subscribers will be notified by email of any changes to the document. Disclaimer The requirements of Australian Standards, building codes and other relevant statutory bodies are regarded as the accepted minimum for the ENERGEX distribution Network. Where this document exceeds those requirements, this standard will become the accepted minimum. ENERGEX will not accept any liability for work carried out to a superseded standard. ENERGEX may not accept work carried out which is not in accordance with the current standard. ENERGEX standards are subject to ongoing review. If conflict exists between standard documents, the most recent standard is to be adopted. Interpretation In the event that any user of this standard considers the content to be uncertain, ambiguous or otherwise in need of interpretation, the user should request ENERGEX to clarify the provision. Energex interpretation shall then apply as standard and is final and binding. No correspondence will be entered into with any person disputing the content published in the standard or the accuracy of Energex’s interpretation. SECTION 1 OVERHEAD CONSTRUCTION Title Sub-Sect Sheets Poles 1 1 Stays 2 1 Poletop Constructions 3 1 33kV 3 1 33kV OHEW & OPGW 3 2 11kV Bare Open Wire 3 3 11kV Insulated (CCT & HVABC) 3 4 LV 3 5 Communications, Streetlights & Other 3 6 Overhead Conductors & Cables 4 1-2 Conductor Fittings 5 1-4 Bridging 6 1 Connectors 7 1 Services 8 1-2 Wildlife Proofing 9 1 Return to Index WOOD POLES Length(m) / MWT Tip Load kN P8/12-22 P8/20-36 P9.5/5-9 P9.5/8-14 P9.5/12-22 P11/5-9 P11/8-14 P11/12-22 P12.5/5-9 P12.5/8-14 P12.5/12-22 P14/5-9 P14/8-14 P14/12-22 P14/20-36 P15.5/8-14 P15.5/12-22 P15.5/20-36 P17/8-14 P17/12-22 P17/20-36 P18.5/8-14 P18.5/12-22 P18.5/20-36 P20/8-14 P20/12-22 P20/20-36 P21.5/12-22 P21.5/20-36 P23/12-22 P23/20-36 ENERGEX LABOUR CU DESCRIPTION LIVE LINE L/L @ O/T REGULAR REG @ OT OTLAB4000A OTLAB4000OTA OTLAB2000A OTLAB2000OTA INSTALL NEW POLE UP TO 17M - LINE OTLAB4000B OTLAB4000OTB OTLAB2000B OTLAB2000OTB STAND NEW POLE UP TO 17M - BORER LIFTER OTLAB2000C OTLAB2000C-O OTLAB2000C OTLAB2000C-O BORE HOLE - BORER LIFTER OTLAB4014A OTLAB4014OTA OTLAB2012A OTLAB2012OTA INSTALL NEW POLE 18.5 - 23 M OH Linesp OTLAB4014B OTLAB4014OTB OTLAB2012B OTLAB2012OTB STAND POLE 18.5M+ BORER LIFTER OTLAB4010A OTLAB4010OTA OTLAB2006A OTLAB2006OTA RECOVER WOOD POLE (UP TO 17M) - LINE OTLAB4010B OTLAB4010OTB OTLAB2006B OTLAB2006OTB RECOVER WOOD POLE (UP TO 17M) - BL - - OTLAB2009A OTLAB2009OTA RECOVER POLE - 2ND VISIT FOR BBCC - LINE - - OTLAB2009B OTLAB2009OTB RECOVER POLE - 2ND VISIT FOR BBCC - BL OTLAB4039 OTLAB4039-OT OTLAB213 OTLAB213-OT LOP HEAD OF POLE OTLAB772 - OTLAB771 - OH CREW SITE INDUCTION MM123 MM123-OT MM100 MM100-OT EXTRA LINE CREW HRS *SPECIFY WORK TASK* MM101 SWITCHING BY LINE CREW / MHRS MM231 MM231-OT RAPID RESPONSE SWITCHING/HR CONTRACT LABOUR CU DESCRIPTION OTSC1 CONTRACT POLE EARTHING / POLE OTSC2 CONTRACT POLE SINKING / POLE OTSC14 CONTRACT POLE INSPECTION / POLE OHSC1 TRAFFIC CONTROL - 1 MAN-HOUR OHSC2 TRAFFIC CONTROL - 2 MAN-HOUR UGSC112 CONTRACT-$$ QUOTE DIS UG WORKS CLEARING1 CONTRACT CLEARING - LIGHT /10m2 CLEARING2 CONTRACT CLEARING - MEDIUM /10m2 CLEARING3 CONTRACT CLEARING - HEAVY /10m2 CLEARINGS CONTRACT CLEARING - SLASHING / m2 CONTQUOTE CONTRACTOR SURVEYING/HR - $ QUOTE CONCRETE POLES Length(m) / MWT Tip Load kN P14/12-24CPT FOR POLE TRANSFORMERS IN CMEN AREA ONLY ALL OTHER CONCRETE POLES ARE NON-STOCK ITEMS - SEE NOTE 3 NOTES 1. POLE CU INCLUDES POLE, POLE CAP, TEST POINT & POLE STEPS. 2. FOR INFORMATION ON POLE LABELLING SEE THE NETWORK LABELLING & SIGNAGE MANUAL. 3. FOR ADDITIONAL INFORMATION ON CONCRETE POLES, SEE ODM SECTION 1 DWG. 6439-A4. 4. FOR ADDITIONAL CONSTRUCTION INFORMATION, REFER OCM SECTION 8 pp.1-6. 5. FOR ADDITIONAL INFORMATION ON POLE FOUNDATIONS, REFER OCM SECTION 8 p. 6-1 6. FOR STANDING & RECOVERING POLES BOTH A & B CU's MUST BE USED, (A) IS FOR LINE CREW MAN/HRS & (B) IS FOR BORER LIFTER MAN/HRS. FOUNDATION CU DESCRIPTION NAEF NATURAL EARTH RGBF ROAD BASE GRAVEL CCF CONCRETE COLLAR MDCF MAXIMUM DEPTH CONCRETE 9562-A4 A F FOR A & B CU DETAILS REFER TO NOTE 6. POLE NUMBERS NUMBER CU SC0015819 SC0015820 SC0015821 SC0015822 SC0015823 SC0015824 SC0015825 SC0015826 SC0015827 SC0022481 SC0022482 SC0022483 POLE NUMBERS NUMBER CU SC0005950 SC0005957 SC0005958 SC0005959 SC0005960 SC0005961 SC0005962 SC0005963 SC0005964 SC0005953 SC0005951 SC0015393 Return to Index NOTES 1. FOR ADDITIONAL DETAILS OF STAY CONSTRUCTION REFER OCM SECTION 8 PP.11-16. FOR STAY SELECTION AND DESIGN REFER TO ODM SECTION 2. 2. 20m OF STAY WIRE IS INCLUDED IN CU. 3. GROUND STAY CUs INCLUDE GUY PROTECTOR GUARD (HORSE RAIL). CU CODE STAY SUNDRY ITEMS DESCRIPTION CU UOI 7/2.75 STAY WIRE 39kN MWT STAYWIRE39 m 19/2.00 STAY WIRE 55kN MWT STAYWIRE55 19/2.75 STAY WIRE 108 kN MWT STAYWIRE108 7/2.75 HEAD WRAP STAY SPLICE WSA39 EACH 19/2.00 HEAD WRAP STAY SPLICE WSA55 19/2.75 HEAD WRAP STAY SPLICE WSA108 GY2 STAY INSULATOR SI2 EACH GY3 STAY INSULATOR SI3 GY4STAY INSULATOR SI4 SIDEWALK BRACKET SWB EYE BOLT ATTACHMENT TO POLE ESA EACH HELICAL D/END STEEL WIRE 7/2.75STEEL SC0006442 EACH HELICAL DEAD END GALV STEEL 19/2.00 SC0006443 HELICAL DEAD END GALV STEEL 19/2.75 SC0006444 POLE STAY GROUND STAY SIDEWALK STAY STAY TYPE POLE ATTACHMENT STAYWIRE SIZE ANCHOR TYPE GS PS SS -GROUND STAY -POLE STAY -SIDEWALK STAY W E -WRAP ATTACHMENT -EYEBOLT ATTACHMENT 39kN 55kN 108kN -7/2.75 -19/2.00 -19/2.75 GLA MCA RA SA -GROUND LOG -MASS CONCRETE -ROCK -SCREW ANCHOR/POLE SIZE D10 S20 S25 D25 S30 -DOUBLE HELIX (100mm) -SINGLE HELIX (200mm) -SINGLE HELIX (250mm) -DOUBLE HELIX (250mm) -SINGLE HELIX (300mm) -N/A TO RA, GLA OR MCA -STAY POLE - 8/20 POLE - 9.5/12 POLE -SCREW ANCHOR SP -STAY POLE (BOLLARD) ENERGEX LABOUR CU DESCRIPTION REGULAR REG @ OT OTLAB220 OTLAB220OTA INSTALL SCREW ANCHOR STAY - LINE OTLAB220B OTLAB220OTB INSTALL SCREW ANCHOR STAY - BL OTLAB221 OTLAB221-OT RECOVER GROUND/SIDE/POLE STAY OTLAB222 OTLAB222-OT ERECT AERIAL STAY (BETWEEN POLES) - LINE OTLAB224 - INSTALL POLE TO GROUND STAY ONLY OTLAB225 - INSTALL POLE TO GRND SIDE WALK STAY ONLY OTLAB230A - INSTALL MASS CONC ANCHOR IN SOIL - LINE OTLAB230B - INSTALL MASS CONC ANCHOR IN SOIL - BL SP8 SP9.5 LST LOADS STAY WIRE ROLLS DESCRIPTION CU 7/2.75 STAY WIRE 39kN 20m ROLL SC0019091 7/2.75 STAY WIRE 39kN 40m ROLL SC0019769 7/2.75 STAY WIRE 39kN 50m ROLL SC0019770 7/2.75 STAY WIRE 39kN 60m ROLL SC0019771 19/2.00 STAY WIRE 55kN 20m ROLL SC0019089 REFER TO NOTE 3 Return to Index NOTES 1. IF ONLY A PARTIAL CONSTRUCTION CODE CU IS ENTERED, e.g. "33TD" OR "33T", THE CROSSARM OR BRACKET WILL BE SUPPLIED, BUT NO INSULATORS OR CONDUCTOR FITTINGS WILL BE INCLUDED. 2. CONSTRUCTIONS SHOWN ARE ALL FOR USE WITH WOOD POLES. 3. FOR 33TD, 33VDU & 33VOU, ONLY SPECIFY NORMAL INSULATORS. FOR 33PO, 33TP & 33TA, ONLY SPECIFY NORMAL OR FOG INSULATORS. FOR OTHER CONSTRUCTIONS, WHILE ALL INSULATOR OPTIONS ARE AVAILABLE, SYNTHETIC INSULATORS ARE USUALLY PREFERED. 4. FOR CONDUCTOR TYPES NOT LISTED ABOVE, OMIT THE CONDUCTOR CODE AND STRINGING TENSION e.g. ENTER "33T/S" OR "33TD/N" AND MANUALLY ENTER SUITABLE CONDUCTOR FITTINGS (DEAD-ENDS, THIMBLES, ARMOUR RODS ETC.)-REFER SECTION 1.5 OF THIS MANUAL. 5. "T" FOR TIGHT STRINGING TENSION INCLUDES ARMOUR RODS FOR THE CONDUCTOR. 6. REFER OCM SECTION 5 FOR MORE DETAILS OF CONSTRUCTION. 7. REFER ODM SECTION 3 FOR DESIGN LAYOUT GUIDES-SPAN AND ANGLE LIMITATIONS. 8. FOR 33kV OVERHEAD EARTH WIRE CONSTRUCTIONS, REFER SHEET 2. 9. FOR STRAIN CONSTRUCTIONS, ADD THE CONDUCTOR TERMINATION FITTINGS FOR EACH WIRE ATTACHED TO THE CONSTRUCTION AS SEPARATE ITEMS. Eg, A 33kV SHACKLE 33S/S WILL HAVE 6 PLUTO CONDUCTOR TERMINATIONS ATTACHED TO THE CONSTRUCTION - HVTPL qty 6. INSULATOR TYPE CONDUCTOR CODE S N -SYNTHETIC -NORMAL (PORCELAIN) LI MA MO -LIBRA -MARS -MOON PL -PLUTO STRINGING TENSION OPEN WIRE CONSTRUCTION CODES F -FOG SA S T -SATURN -SLACK -TIGHT -SLACK (T880-T220, T110 FOR ACSR and AAAC) -TIGHT (T110 FOR AAC, T65 & T42 FOR ACSR and AAAC) CONSTRUCTION TYPE S T REFER NOTE 3 REFER NOTES 1 & 2 ENERGEX LABOUR CU DESCRIPTION LIVE LINE REGULAR - OTLAB280 uploads/Ingenierie_Lourd/ energex-estimation-guide.pdf