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["PART C5.1: Schedule of Prices"]
[]
["For Detail Technical Specifications and Scope of Work refer to PART C3.3"]
["All items measured in the \"Schedule of Prices\" and to be priced as accurate possible."]
["Rev 0","First issue for tender purposes"]
["Rev 1","Changes after Design Review"]
["Rev 2","Quantity changes based on Sample Soil Nomination and additional pay items"]
["Rev 3","Formulas corrected"]
["Rev 4","Deviation @ Aliwal North Estimated and date corrected"]
["Construction Start Date:",{"$nulls":3},"2024-09-03"]
["Construction Completion Date:",{"$nulls":3},"2025-12-30"]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 1:   Preliminary & General, Environmental, Health & Safety  and Site establishment"]
[1.1,"Preliminary & General cost:- PART C3.3: Activity Stage 1.1"]
["1.1.1","Fixed charge items:"]
[null,"a)   Management & Programme for the Works (Appointment of a Supervisor) (Compulsory to list the name of supervisor for the duration of contract in Part 3, paragraph 4)   List name of appointed Site Supervisor below:","sum",1,0,{"$f":"D17*E17","v":0}]
[null,"NAME:                                   SURNAME:                                                                                                                                         ",{"$nulls":3},0]
[null,"CONTACT No:",{"$nulls":3},0]
[null,"b)  Contractual requirements i.e., insurance’s, statutory contributions, etc.","sum",1,0,{"$f":"D20*E20","v":0}]
[null,"c)  Material Surety Bond","sum",1,0,{"$f":"D21*E21","v":0}]
[null,"d)  Off-site staff & overhead costs","sum",1,0,0]
[null,"e)  Additional provision to conduct planned outages inclusive of all transport, labour and material (To be re-measured at completion)","ea",1,0,0]
[null,"f)  Provision of all  Standards and Specifications","sum",1,0,0]
[null,"g)  Completion and submission of the \"Expanded Public Works Programme Report\"","sum",1,0,0]
["Sub-total",{"$nulls":3},{"$f":"A16","v":"1.1.1"},{"$f":"SUM(F17:F25)","v":0}]
["1.1.2","Time related items:"]
[null,"a)  Outages","w/ends",4,0,{"$f":"D28*E28","v":0}]
[null,"Contractor must allow for work being done during outages on weekends (To be re-measured at completion)",{"$nulls":3},0]
[null,"b)  FINAL COMMISSIONING OUTAGE (PART C3.1 Section 1.4.5","sum",1,0,0]
[null,"Contractor must allow for work being done during final commissioning outage which includes 3 spans to be completed where the new line crosses the existing 66kV line and the installation of the terminal structures and completion of the clossing spans all done simultaneusly on a single outage over a weekend (Rate to include all additional resources and plant required to complete the work in the shortes possible time)",{"$nulls":3},0]
[null,"c)  Programme and Planning","wks",{"$f":"ROUNDUP(($E$11-$E$10)/7,0)","v":69},0,0]
[null,"Contractor must allow for the preparation of a detailed programme reflecting the outage dates",{"$nulls":3},0]
[null,"d)  Special transport of workers to, at and from site in terms of the OHS Act Regulations (If tendered for provide Registration No of Vehicle that will be used. If hired provide copy of rental contract as part of returnables to the Employer)","wks",{"$f":"D32","v":69},0,0]
[null,"Vehicle type:",{"$nulls":3},0]
[null,"Registration no:",{"$nulls":3},0]
[null,"e)  Other daily rate time related charges, required for the successful completion of this project","days",1,0,0]
[null,"Specify:",{"$nulls":3},0]
["Sub-total",{"$nulls":3},{"$f":"A27","v":"1.1.2"},{"$f":"SUM(F28:F38)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A15","v":1.1},{"$f":"SUM(F26,F39)","v":0}]
[1.2,"Environmental requirements:- PART C3.3: Activity Stage 1.2"]
["1.2.1","Time related items:"]
[null,"a)  Compliance with environmental legislation as well as environmental specifications included in or referred to in this document","wks",{"$f":"ROUNDUP(($E$11-$E$10)/7,0)","v":69},0,{"$f":"D43*E43","v":0}]
[null,"b)  Allowance for environmental risks and reporting of environmental incidents ","wks",{"$f":"ROUNDUP(($E$11-$E$10)/7,0)","v":69},0,0]
[null,"c)  Waste Disposal","wks",{"$f":"ROUNDUP(($E$11-$E$10)/7,0)","v":69},0,0]
[null,"d)  Compile, use and maintain the \"Environmental Incident Register\" on site","wks",{"$f":"ROUNDUP(($E$11-$E$10)/7,0)","v":69},0,0]
["Sub-total",{"$nulls":3},{"$f":"A42","v":"1.2.1"},{"$f":"SUM(F43:F46)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A41","v":1.2},{"$f":"SUM(F47)","v":0}]
[1.3,"Health and Safety requirements (34-333):- PART C3.3: Activity Stage 1.3"]
["1.3.1","Fixed charge items:"]
[null,"a)  Complete project specific \"Health and Safety Plan\" to be submitted by the Contractor","sum",1,0,{"$f":"D51*E51","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A50","v":"1.3.1"},{"$f":"SUM(F51:F51)","v":0}]
["1.3.2","Time related items:"]
[null,"a)  Personal Protective Equipment:"]
[null,"- Hard hats","wks",{"$f":"ROUNDUP(($E$11-$E$10)/7,0)","v":69},0,{"$f":"D55*E55","v":0}]
[null,"- Safety goggles or shields","wks",{"$f":"D55","v":69},0,0]
[null,"- Gloves","wks",{"$f":"D56","v":69},0,0]
[null,"- Safety shoes","wks",69,0,0]
[null,"- Overalls","wks",69,0,0]
[null,"- Fall Arrest System","wks",69,0,0]
[null,"- Any additional PPE required","wks",69,0,0]
[null,"Specify:   ",{"$nulls":3},0]
[null,"b)  Testing and calibration of compression and pulling equipment","wks",{"$f":"D61","v":69},0,0]
[null,"c)  Compliance with Safety Plan & Safety File","wks",69,0,0]
[null,"d)  Statutory Health & Safety appointments in terms of the OHS Act and Regulations","wks",69,0,0]
[null,"e)  Health & Safety Training","wks",69,0,0]
[null,"f)  First Aid","wks",69,0,0]
[null,"g)  Compile, use and maintain a detailed \"Construction Method Statements\" for all specified activities to be executed on site","wks",69,0,0]
[null,"h)  Other Health and Safety related items deemed necessary to comply to OHS Act, Regulations and Eskom Safety specifications","wks",{"$f":"D68","v":69},0,0]
[null,"i)  Other Health and Safety related items and costs deemed necessary to comply to COVID-19 Related Requirements from OHS Act, Regulations and Eskom Safety specifications","wks",{"$f":"D69","v":69},0,0]
[null,"j)  Compile, use and maintain the \"Health and Safety Incident Register\" on site","wks",{"$f":"D69","v":69},0,0]
["Sub-total",{"$nulls":3},{"$f":"A53","v":"1.3.2"},{"$f":"SUM(F54:F71)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A49","v":1.3},{"$f":"SUM(F52,F72)","v":0}]
[1.4,"Quality Control Requirements:- PART C3.3: Activity Stage 1.4"]
["1.4.1","Ensure compliance with the Employer’s Specifications and Standards.","wks",{"$f":"D71","v":69},0,{"$f":"D75*E75","v":0}]
["1.4.2","Implementation of an approved Quality Control System as agreed apon with the Project Engineer","wks",{"$f":"D75","v":69},0,0]
["SUB-TOTAL",{"$nulls":3},{"$f":"A74","v":1.4},{"$f":"SUM(F75:F76)","v":0}]
[1.5,"Site establishment:- PART C3.3: Activity Stage 1.5"]
["1.5.1","Fixed charged items:"]
[null,"a)  Site Office (Establish)","sum",1,0,{"$f":"D80*E80","v":0}]
[null,"b)  Contractor’s yard fencing (Establish)","sum",1,0,0]
[null,"c)  Site Stores ( (Establish) for safe keeping of the materials)","sum",1,0,0]
[null,"d)  Accommodation for Contractor's employees (Establish)","sum",1,0,0]
[null,"e)  Mess & Ablution facilities for Contractor's employees (Establish)","sum",1,0,0]
[null,"f)  Contractor's Plant, Equipment & Tools (Establish)","sum",1,0,0]
[null,"g)  All Sanitary facilities (Establish)","sum",1,0,0]
[null,"h)  Waste disposal facilities (Establish)","sum",1,0,0]
[null,"i)  Domestic water supplies (Establish)","sum",1,0,0]
[null,"j)  Electricity supplies (Establish)","sum",1,0,0]
[null,"k)  Communications (telephones) (Establish)","sum",1,0,0]
[null,"l)  Site Supervision ","sum",1,0,0]
[null,"m)  Site Security (24/7)","sum",1,0,0]
[null,"n)  All unforeseen items deemed necessary by the Contractor for the successful establishing of the construction site (Item subjected to re-measurement)","sum",1,0,0]
[null,"Specify:   ",{"$nulls":3},0]
["Sub-total",{"$nulls":3},{"$f":"A79","v":"1.5.1"},{"$f":"SUM(F80:F94)","v":0}]
["1.5.2","Time related items:"]
[null,"a)  Site Office (Use & Maintain)","wks",{"$f":"D32","v":69},0,{"$f":"D97*E97","v":0}]
[null,"b)  Contractor’s yard fencing (Use & Maintain)","wks",{"$f":"D97","v":69},0,0]
[null,"c)  Site Stores ( (Use & Maintain) for safe keeping of the materials)","wks",{"$f":"D98","v":69},0,0]
[null,"d)  Accommodation for Contractor's employees (Use & Maintain)","wks",69,0,0]
[null,"e)  Mess & Ablution facilities for Contractor's employees (Use & Maintain)","wks",69,0,0]
[null,"f)  Contractor's Plant, Equipment & Tools (Use & Maintain)","wks",69,0,0]
[null,"g)  All Sanitary facilities Use & Maintain)","wks",69,0,0]
[null,"h)  Waste disposal facilities (Use & Maintain)","wks",69,0,0]
[null,"i)  Domestic water supplies (Use & Maintain)","wks",69,0,0]
[null,"j)  Electricity supplies (Use & Maintain)","wks",69,0,0]
[null,"k)  Communications (telephones) (Use & Maintain)","wks",69,0,0]
[null,"l)  Site Supervision ","wks",69,0,0]
[null,"m)  Site Security (24/7)","wks",{"$f":"D108","v":69},0,0]
[null,"n)  Any unforeseen items deemed necessary by the Contractor for the successful establishing of the construction site (Item subjected to re-measurement)","wks",{"$f":"D109","v":69},0,0]
[null,"Specify:   ",{"$nulls":3},0]
["Sub-total",{"$nulls":3},{"$f":"A96","v":"1.5.2"},{"$f":"SUM(F97:F111)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A78","v":1.5},{"$f":"SUM(F112,F95)","v":0}]
["TOTAL Activity Stage 1 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F40,F48,F73,F113,F77)","v":0}]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 2:   Survey activities"]
[2.1,"Pegging of line route, structure setting-out & stays positions:- PART C3.3: Activity Stage 2.1"]
["2.1.1","Verification of all as-staked structure and structure stay positions using pegging drawings and lat/long positions provided (Per structure).","ea",{"$f":"158+3","v":161},0,{"$f":"D119*E119","v":0}]
["2.1.2","300 x 300 x 300mm deep excavation around Dia 20mm steel peg survey beacon. Casting, compacting and curing of 0.04m3 20MPa mass concrete around survey beacon (Only at H-pole/Lattice structure bends)","ea",1,0,{"$f":"D120*E120","v":0}]
["2.1.3","Placing of Structure position labelling at each pegged structure position with steel, wooden, PVC tubing or steel dropper ±1,5m long and painted RED/WHITE or with a RED/WHITE fabric attached to it complete with tag indicating structure number and structure type as per PLSCADD profile.","ea",{"$f":"D119","v":161},0,0]
["SUB-TOTAL",{"$nulls":3},{"$f":"A118","v":2.1},{"$f":"SUM(F119:F121)","v":0}]
[2.2,"Marking of servitude and access gates:- PART C3.3: Activity Stage 2.2  "]
["2.2.1","Marking of new power line servitude gate centre positions at fences in or outside the servitude, including marking on route plan/coordinates  (To be negotiated with Landowners - Item subjected to re-measurement)","ea",51,0,{"$f":"D124*E124","v":0}]
["2.2.2","Identify and mark existing servitude and access gates for refurbishment or replacement, in or outside the servitude, which is required for access, aincluding marking on route plan/coordinates  (To be negotiated with Landowners - Item subjected to re-measurement)","ea",13,0,{"$f":"D125*E125","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A123","v":2.2},{"$f":"SUM(F124:F125)","v":0}]
["TOTAL Activity Stage 2 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F122,F126)","v":0}]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 3:   Establish construction access"]
[3.1," Supply and transport of new power line servitude gates:- PART C3.3: Activity Stage 3.1"]
["3.1.1","Complete Supply and Transport of new 4,5m wide small stock fence servitude gates, dwg: D-FS-12051 Rev. 7  Sht. 1 - 5 (Item subjected to re-measurement)","ea",{"$f":"SUM(D124:D125)-D133","v":64},0,{"$f":"D132*E132","v":0}]
["3.1.2","Complete Supply and Transport of new 4,5m wide game fence servitude gates, dwg: D-FS-13409 Rev. 2  Sht. 1 - 5 (Item subjected to re-measurement)","ea",0,0,{"$f":"D133*E133","v":0}]
["3.1.3","Complete Supply and Transport of servitude gate labels (Item subjected to re-measurement)","ea",64,0,{"$f":"D134*E134","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A131","v":3.1},{"$f":"SUM(F132:F134)","v":0}]
[3.2,"Complete refurbishment and replacement of existing power line servitude gates:- \nPART C3.3: Activity Stage 3.2 (Item subjected to re-measurement)"]
["3.2.1","Complete refurbishment of gates inside/outside the power line servitude marked for servitude/access gate according to 3.2.3 a)","ea",0,0,{"$f":"D137*E137","v":0}]
["3.2.1","Complete dismantling and removal from site of existing servitude/access gates according to 3.2.3 b) and 3.7.1 a) i)","ea",{"$f":"D125","v":13},0,{"$f":"D138*E138","v":0}]
["3.2.2","Setting-out and complete re-installation of new Standard 4,5m wide small stock fence servitude/access gates, dwg: D-FS-12051 Rev. 6  Sht. 1 - 5 and 3.7.1 a) ii)","ea",{"$f":"D138","v":13},0,{"$f":"D139*E139","v":0}]
["3.2.4","Setting-out and complete re-installation of new Standard 4,5m wide game fence servitude/access gates, dwg: D-FS-13409 Rev. 2  Sht. 1 - 5 and 3.7.1 a) iii)","ea",0,0,{"$f":"D140*E140","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A136","v":3.2},{"$f":"SUM(F137:F140)","v":0}]
[3.3,"Complete installation of new power line servitude gates:- PART C3.3: Activity Stage 3.3 \n(Item subjected to re-measurement)"]
["3.3.1","Setting-out and complete installation of new Standard 4,5m wide small stock fence gates in fences without any servitude gates, dwg: D-FS-12051 Sht. 1 - 5","ea",{"$f":"D132-D138","v":51},0,{"$f":"D143*E143","v":0}]
["3.3.2","Setting-out and complete installation of new Standard 4,5m wide game fence gates in fences without any servitude gates, dwg: D-FS-13409 Rev. 2 Sht. 1 - 5","ea",0,0,{"$f":"D144*E144","v":0}]
["3.3.3","Complete installation of all servitude gate labels, including labels on existing, refurbished, replaced and new servitude gates (Item subjected to re-measurement)","ea",{"$f":"D134","v":64},0,{"$f":"D145*E145","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A142","v":3.3},{"$f":"SUM(F143:F145)","v":0}]
[3.4,"Complete establishment of proper construction access:- PART C3.3: Activity Stage 3.4\n(Item subjected to re-measurement)"]
["3.4.1","Establishment of construction access to all structure sites through the use of private roads and creating single tracks along clear ground:"]
[null,"a) Use and maintenance of private access roads for construction purposes, including the establishment and maintenance of construction notice boards & sign posts at all private access roads according to 3.4.3 to 3.4.6","km",{"$f":"0.88+0.58+0.05+0.23+1.6+0.36+0.19+0.22+0.21+4.9+1.79+1.4+0.38+0.4+0.54","v":13.73},0,{"$f":"D149*E149","v":0}]
[null,"b) Establishment and maintenance of construction notice boards & sign posts at all private access roads according to 3.4.4","set",15,0,{"$f":"D150*E150","v":0}]
[null,"c) Establishment, use and maintenance of construction access on the power line servitude according to 3.4.8.","km",{"$f":"ROUNDUP(0.47+1.1+1.6+0.43+10.23+1+2.3+1.6+1.48+3.02+4.3+4.261+4.07+2.43,0)","v":39},0,{"$f":"D151*E151","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A148","v":"3.4.1"},{"$f":"SUM(F149:F151)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A147","v":3.4},{"$f":"F152","v":0}]
[3.5,"Bush clearing and cutting of trees:- PART C3.3: Activity Stage 3.5 \n (Item subjected to re-measurement)"]
["3.5.1","Locating and mark all endangered tree positions, where permits for cutting are required","ea",0,0,{"$f":"D155*E155","v":0}]
["3.5.2","Obtaining of special permits for the cutting of endangered trees and shrubs","sum",0,0,{"$f":"D156*E156","v":0}]
["3.5.3","Cut and chemically treat larger trees with trunk diameters 250-500mm - Tree trunk and branches to be cut in pieces not exceeding 3,0m in length","ea",10,0,0]
["3.5.4","Cut and chemically treat large trees with trunk diameters 500-750mm - Tree trunk and branches to be cut in pieces not exceeding 3,0m in length","ea",10,0,0]
["3.5.5","Cut and chemically treat large trees with trunk diameters 750-1250mm - Tree trunk and branches to be cut in pieces not exceeding 3,0m in length","ea",6,0,0]
["3.5.6","Replacement of felled trees at allocated positions, where required","ea",{"$f":"SUM(D157:D159)*2","v":52},0,0]
["3.5.7","Cut and chemically treat scattered trees, bush & shrubs","m2",{"$f":"1230*15","v":18450},0,0]
["3.5.8","Cut and chemically treat dense trees, bush & shrubs","m2",{"$f":"90*15","v":1350},0,0]
["SUB-TOTAL",{"$nulls":3},{"$f":"A154","v":3.5},{"$f":"SUM(F155:F162)","v":0}]
[3.7,"Complete construction of access, re-vegetation and erosion protection:- PART C3.3: Activity Stage 3.7\n(Also see details in Activity stages 3.4 and 3.6 (Item subjected to re-measurement)"]
["3.7.1","Temporarily take down and re-instate existing fences","m",100,0,{"$f":"D165*E165","v":0}]
["3.7.2","Clear and grub","m2",{"$f":"3*700","v":2100},0,{"$f":"D166*E166","v":0}]
["3.7.3","Preparation and stripping of Site/removal of topsoil to stated depth, stockpiling, and maintaining","m3",{"$f":"3*100*0.1","v":30},0,{"$f":"D167*E167","v":0}]
["3.7.4","a) Road-bed preperation and compaction of material to,"]
[null,"i) Minimum of 90% of modified AASHTO maximum density","m3",{"$f":"3*100*0.15","v":45},0,{"$f":"D169*E169","v":0}]
[null,"ii) Minimum of 93% of modified AASHTO maximum density","m3",{"$f":"0","v":0},0,{"$f":"D170*E170","v":0}]
["3.7.5","Cut to fill"]
[null,"a) Compact to 90% of modified AASHTO maximum density  ","m3",{"$f":"3*100*0.4","v":120},0,{"$f":"D172*E172","v":0}]
["3.7.6","Extra-over for items 3.7.5 for excavating and breaking down material in,"]
[null,"a) Intermediate excavation","m3",{"$f":"D172*0.5","v":60},0,{"$f":"D174*E174","v":0}]
[null,"b) Hard rock excavation","m3",0,0,{"$f":"D175*E175","v":0}]
["3.7.7","Borrow to fill"]
[null,"a) Compact to 90% of modified AASHTO maximum density","m3",{"$f":"10*3*0.4","v":12},0,{"$f":"D177*E177","v":0}]
[null,"b) Rock fill, process, and compact ","m3",0,0,{"$f":"D178*E178","v":0}]
["3.7.8","Extra-over item/s 3.7.7, 3.7.9 and 3.7.12 for obtaining material,"]
[null,"a) from commercial sources","m3",{"$f":"D177","v":12},0,{"$f":"D180*E180","v":0}]
["3.7.9","Selected layer compacted to 93% of modified AASHTO maximum density","m3",0,0,{"$f":"D181*E181","v":0}]
["3.7.10","Cut to spoil from "]
[null,"a) Soft excavation","m3",0,0,{"$f":"D183*E183","v":0}]
[null,"b) Intermediate excavation","m3",0,0,{"$f":"D184*E184","v":0}]
[null,"c) Hard rock","m3",10,0,{"$f":"D185*E185","v":0}]
["3.7.11","Removal of oversize material ","m3",0,0,{"$f":"D186*E186","v":0}]
["3.7.12","Catchwater mounds and channels and mitre banks and channels","m3",{"$f":"0.5*0.5*60","v":15},0,{"$f":"D187*E187","v":0}]
["3.7.13","Surface Rehabilitation and finishes"]
[null,"a) Cut to spoil of temporary access roads  ","m3",0,0,{"$f":"D189*E189","v":0}]
[null,"b) Spreading of material used in temporary access roads  ","m3",0,0,0]
[null,"c) Scarifying and ripping of areas where temporary access \n    road have been constructed ","m3",{"$f":"2000*0.15*3+158*3*3*0.15","v":1113.3},0,0]
[null,"d) Topsoiling Cover","m2",{"$f":"158*3*3","v":1422},0,0]
[null,"e) Grass Planting ","m2",{"$f":"158*3*3+SUM(D253:D256)*1*1","v":1701},0,0]
[null,"f) Hydro Seeding ","m2",0,0,0]
[null,"g) Mulching ","m2",0,0,0]
[null,"h) Use of patented or copyright protected biodegradable\nerosion control blanket systems ","m2",{"$f":"5*5*5","v":125},0,{"$f":"D196*E196","v":0}]
[null,"i) Anchored hay bales for erosion control ","ea",20,0,0]
["SUB-TOTAL",{"$nulls":3},{"$f":"A164","v":3.7},{"$f":"SUM(F165:F197)","v":0}]
["TOTAL Activity Stage 3 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F135,F141,F146,F153,F163,F198)","v":0}]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 4:   Drilling/Excavating of holes for structure foundations and stays"]
[4.1,"Geotechnical investigation, soil classification and foundation nomination\nPART C3.3: Activity Stage 4.1 (Item subjected to re-measurement)"]
["4.1.1","Foundation Design and/or Verification"]
[null,"D-DT-7850 Planted Steel Pole Intermediate Structures  Foundations (T1, T2, T3, T4 & Rock Foundations)","sum",1,0,{"$f":"D205*E205","v":0}]
[null,"D-DT-7851 Planted Steel Pole Guyed Strain Structure Foundations (T1, T2, T3, T4 & Rock Foundations)","sum",1,0,0]
[null,"D-FS-13526 17-22m Surface Mount Steel Pole Guyed Strain Structure Foundations (T1, T2, T3, T4 & Rock Foundations)","sum",1,0,{"$f":"D207*E207","v":0}]
[null,"D-FS-14152 23-27m Surface Mount Steel Pole Guyed Strain Structure Foundations (T1, T2, T3, T4 & Rock Foundations)","sum",1,0,0]
[null,"D-FS-17704 Surface Mount Guyed Steel H-Pole Strain Structure Foundations (T1 & T2  Foundations)","sum",1,0,0]
["Sub-total",{"$nulls":3},{"$f":"A204","v":"4.1.1"},{"$f":"SUM(F205:F209)","v":0}]
["4.1.2","Excavating and backfilling of soil profile test holes for geotechnical investigation at each structure position","ea",{"$f":"158+3","v":161},0,{"$f":"D211*E211","v":0}]
["4.1.3","Tests to be carried out to confirm a soil or rock type classification as per 4.1.6"]
[null,"a) Visual classification of soil","ea",{"$f":"$D$211","v":161},0,{"$f":"D213*E213","v":0}]
[null,"b) Determination of present and probable water table levels","ea",{"$f":"$D$211","v":161},0,0]
[null,"c) Laboratory and/or site tests to determine soil friction angles and cohesion values.","ea",0,0,0]
[null,"d) Laboratory tests to determine stress-strain modules of soils and rock;","ea",0,0,0]
[null,"e) Laboratory and/or site tests to determine soil unit weights;","ea",60,0,0]
[null,"f) Laboratory Sieve Analysis of the predominant soil type excavated","ea",60,0,0]
[null,"g) Atterberg Limits of the predominant soil type excavated","ea",60,0,0]
[null,"h) California Bearing Ratio (CBR) at bottom of the profile test hole","ea",0,0,0]
[null,"i) Maximum Soil Bearing Pressure of the in situ material at bottom of the profile test hole","ea",161,0,0]
[null,"j) DCP test to 1m depth, on structure centre peg","ea",{"$f":"158+3","v":161},0,0]
[null,"k) Continuous rock cores with recovery values and drilling times, minimum of 3.0 m into sound rock","ea",3,0,0]
["4.1.4","Geotechnical investigation report complete with all findings including soil profile with identified material layers and depths, a photograph thereof, as well as the nominated soil/foundation type, and excavation classification for each structure position.","ea",{"$f":"D211","v":161},0,0]
["SUB-TOTAL",{"$nulls":3},{"$f":"A203","v":4.1},{"$f":"SUM(F211:F224)+F210","v":0}]
[4.2,"Detail setting-out of structure foundation excavations:- PART C3.3: Activity Stage 4.2"]
["4.2.1","Detail setting-out of \"Type 7649\" intermediate suspension mono-pole structure planted foundation","ea",{"$f":"107+1","v":108},0,{"$f":"D227*E227","v":0}]
["4.2.2","Detail setting-out of \"Type 7645\" mono-pole guyed strain structure planted foundation","ea",{"$f":"47-D229+2","v":28},0,{"$f":"D228*E228","v":0}]
["4.2.3","Detail setting-out of \"Type 7645\" mono-pole guyed strain structure surface mount foundation","ea",{"$f":"SUM(D287,D289,D292,D294,D296,D298,D300,D302)","v":21},0,0]
["4.2.4","Detail setting-out of \"Type NS7618\" 3-pole guyed strain structure planted foundation  (3 foundations per structure)","ea",1,0,0]
["4.2.5","Detail setting-out of \"Type NS7618\" 3-pole guyed strain structure surface mount foundation  (3 foundations per structure)","ea",{"$f":"SUM(D304,D306)","v":1},0,0]
["4.2.6","Detail setting-out of \"Type 7807\" H-pole strain terminal structure surface mount foundation (2 foundations per structure) ","ea",2,0,0]
["SUB-TOTAL",{"$nulls":3},{"$f":"A226","v":4.2},{"$f":"SUM(F227:F232)","v":0}]
[4.3,"Drilling/Excavating of holes for structure foundations:-  PART C3.3: Activity Stage 4.3 \n(Item subjected to re-measurement)"]
["4.3.1","Foundation excavations to the specified foundation dimentions for: \n(as per PART C3.3: Activity Stage 4.1.8) (See Foundation Quantities for details)  (Compacted Volumes)"]
[null,"Soft excavation","m3",{"$f":"495+2.4*3","v":{"v":502.2,"d":"502"}},0,{"$f":"D236*E236","v":0}]
[null,"Intermediate excavation","m3",{"$f":"250+1.4*3","v":{"v":254.2,"d":"254"}},0,0]
[null,"Hard rock excavation","m3",{"$f":"85+3","v":88},0,0]
["Sub-total",{"$nulls":3},{"$f":"A235","v":"4.3.1"},{"$f":"SUM(F236:F238)","v":0}]
["4.3.4","Boulder excavations (as per PART C3.3: Activity Stage 4.1.8)"]
[null,"·   “Class A” Boulder vol > 40% of excavation - Boulder size from 0,03m3 - 20m3","m3",14.5,0,{"$f":"D241*E241","v":0}]
[null,"·   “Class B” Boulder vol < 40% of excavation - Boulder size from 0,03m3 - 20m3","m3",10,0,{"$f":"D242*E242","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A240","v":"4.3.4"},{"$f":"SUM(F241:F242)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A234","v":4.3},{"$f":"SUM(F239,F243)","v":0}]
[4.4,"Excavation shoring:-  PART C3.3: Activity Stage 5.4\n(Items subjected to re-measurement)"]
["4.4.1","Supply, install and removal of excavation shoring after completion of foundation construction, for:"]
[null,"\"Type 7649\" structures : max 120,5m2 ","ea",5,0,{"$f":"D247*E247","v":0}]
[null,"\"Type 7645\" or \"Type 7618\" structures : max 38,9m2","ea",5,0,{"$f":"D248*E248","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A246","v":"4.4.1"},{"$f":"SUM(F247:F248)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A245","v":4.4},{"$f":"SUM(F249)","v":0}]
[4.5,"Drilling/Excavating of holes for permanent structure stays:-  PART C3.3: Activity Stage 4.5 (Items subjected to re-measurement)"]
["4.5.1","Drilling/excavating holes to specified details, for M24 permanent stays, in: ",{"$nulls":5}," "]
[null,"·   “Type 1 - 2” M24 x 2,4m stay installation ","ea",{"$f":"265-SUM(D254:D256)+2*7","v":162},0,{"$f":"D253*E253","v":0}]
[null,"·   “Type 3” M24 x 3,0m stay installation ","ea",27,0,{"$f":"D254*E254","v":0}]
[null,"·   “Type A” (2000kPa) solid rock","ea",25,0,{"$f":"D255*E255","v":0}]
[null,"·   “Type B” (800kPa) decom. Rock","ea",65,0,{"$f":"D256*E256","v":0},null," "]
["Sub-total",{"$nulls":3},{"$f":"A252","v":"4.5.1"},{"$f":"SUM(F253:F256)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A251","v":4.5},{"$f":"SUM(F257)","v":0}]
[4.6,"Barricading/Protecting of all open excavations:- PART C3.3: Activity Stage 4.6"]
["4.6.1","Barricading/Protecting of all open excavations for structure foundations","ea",{"$f":"SUM(D227:D228)+D230*3+D232*2","v":143},0,{"$f":"D260*E260","v":0}]
["4.6.2","Barricading/Protecting of all open excavations for permanent stays","ea",{"$f":"SUM(D253:D256)","v":279},0,{"$f":"D261*E261","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A259","v":4.6},{"$f":"SUM(F260:F261)","v":0}]
["TOTAL Activity Stage 4 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F225,F233,F244,F250,F258,F262)","v":0}]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 5:   Installation of power line structures"]
[5.1,"Supply, safe stock-piling/storage, handeling and transport of structures, structure material and stays:- PART C3.3: Activity Stage 5.1 (Items subjected to re-measurement)"]
["5.1.1","Supply, safe stock-piling/storage, handeling and transport to site of all M24 Permenant stay assemblies:"]
[null,"a)  Complete M24 x 2,4m adjustable stay assemblies (Permanent)","ea",{"$f":"D253+D256","v":227},0,{"$f":"D269*E269","v":0}]
[null,"b)  Complete M24 x 3,0m adjustable stay assemblies (Permanent)","ea",{"$f":"D254","v":27},0,{"$f":"D270*E270","v":0}]
[null,"c)  Complete M24 adjustable rock anchor stay assemblies (Permanent)","ea",{"$f":"D255","v":25},0,{"$f":"D271*E271","v":0}]
[null,"d)  Galvanised mild steel guy grip crimp ferrule","ea",{"$f":"SUM(D269:D271)","v":279},0,{"$f":"D272*E272","v":0}]
[null,"e)  2,5m x 40mm OD HDPE Type 5 Class 6 pipe sections","ea",{"$f":"D272","v":279},0,{"$f":"D273*E273","v":0}]
[null,"f)  19/2,65mm Galvanized steel stay wire 1 100MPa (Permanent)","m",{"$f":"6400+20*7*2","v":6680},0,0]
["Sub-total",{"$nulls":3},{"$f":"A268","v":"5.1.1"},{"$f":"SUM(F269:F274)","v":0}]
["5.1.2","Safe stock-piling/storage, handeling and transport of all temporary stay assemblies:"]
[null,"a)  Complete M20 x 2,4m non-adjustable conventional stay assemblies or alternative anchor blocks (Temporary Stays)","ea",131,0,{"$f":"D277*E277","v":0}]
[null,"b)  7/3,35mm Galvanized steel stay wire 1 100MPa (Temporary Stays)","m",3705,0,{"$f":"D278*E278","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A276","v":"5.1.2"},{"$f":"SUM(F277:F278)","v":0}]
["5.1.3","Supply, safe stock-piling/storage, handeling and transport of steel pole structures:"]
[null,"a)  “Type 7649/22” 22m with manufacturer specified tip load self-supporting mono-pole intermediate suspension structure, with suspension-arm assemblies, bolts, nuts & washers","ea",5,0,{"$f":"D281*E281","v":0}]
[null,"b)  “Type 7649/23” 23m with manufacturer specified tip load self-supporting mono-pole intermediate suspension structure, with suspension-arm assemblies, bolts, nuts & washers","ea",32,0,0]
[null,"c)  “Type 7649/24” 24m with manufacturer specified tip load self-supporting mono-pole intermediate suspension structure, with suspension-arm assemblies, bolts, nuts & washers","ea",{"$f":"48+1","v":49},0,0]
[null,"d)  “Type 7649/25” 25m with manufacturer specified tip load self-supporting mono-pole intermediate suspension structure, with suspension-arm assemblies, bolts, nuts & washers","ea",14,0,0]
[null,"e)  “Type 7649/26” 26m with manufacturer specified tip load self-supporting mono-pole intermediate suspension structure, with suspension-arm assemblies, bolts, nuts & washers","ea",7,0,0]
[null,"f)  “Type 7649WS/27” 27m with manufacturer specified tip load self-supporting mono-pole intermediate suspension structure, with suspension-arm assemblies, bolts, nuts & washers","ea",1,0,0]
[null,"g)  “Type 7645SM/17” 17,0m with base plate for surface mount, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",1,0,{"$f":"D287*E287","v":0}]
[null,"h)  “Type 7645/19” 19,0m planted 2m deep, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",{"$f":"2-D287","v":1},0,0]
[null,"i)  “Type 7645SM/18” 18,0m with base plate for surface mount, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",12,0,{"$f":"D289*E289","v":0}]
[null,"j)  “Type 7645/20” 20,0m planted 2m deep, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",{"$f":"12-D289","v":0},0,0]
[null,"k)  “Type 7645/20” 20,0m planted 2m deep, 37kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",1,0,0]
[null,"l)  “Type 7645SM/19” 19,0m with base plate for surface mount, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",1,0,0]
[null,"m)  “Type 7645/21” 21,0m planted 2m deep, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",{"$f":"1-D292","v":0},0,{"$f":"D293*E293","v":0}]
[null,"n)  “Type 7645SM/20” 20,0m with base plate for surface mount, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",6,0,{"$f":"D294*E294","v":0}]
[null,"o)  “Type 7645/22” 22,0m planted 2m deep, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",{"$f":"8-D294+2","v":4},0,0]
[null,"p)  “Type 7645SM/21” 21,0m with base plate for surface mount, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",0,0,0]
[null,"q)  “Type 7645/23” 23,0m planted 2m deep, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",{"$f":"4-D296","v":4},0,0]
[null,"r)  “Type 7645SM/22” 22,0m with base plate for surface mount, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",0,0,0]
[null,"s)  “Type 7645/24” 24,0m planted 2m deep, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",{"$f":"7-D298","v":7},0,0]
[null,"t)  “Type 7645SM/23” 23,0m with base plate for surface mount, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",1,0,0]
[null,"u)  “Type 7645/25” 25,0m planted 2m deep, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",{"$f":"10-D300","v":9},0,{"$f":"D301*E301","v":0}]
[null,"v)  “Type 7645SM/24” 24,0m with base plate for surface mount, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",0,0,0]
[null,"w)  “Type 7645/26” 26,0m planted 2m deep, 23kN guyed mono-pole angle strain structure, with bolts, nuts & washers","ea",{"$f":"2-D302","v":2},0,0]
[null,"x)  “Type NS7618SM/19” 2 x 19,0m + 1 x 16,0m Surface mount, guyed modified 3-pole angle strain structure, with bolts, nuts & washers","ea",1,0,0]
[null,"y)  “Type NS7618/21” 2 x 21,0m + 1 x 18,0m planted 2m deep, guyed modified 3-pole angle strain structure, with bolts, nuts & washers","ea",{"$f":"1-D304","v":0},0,0]
[null,"z)  “Type NS7618SM/24” 2 x 24,0m + 1 x 21,0m Surface mount, guyed modified 3-pole angle strain structure, with bolts, nuts & washers","ea",0,0,0]
[null,"aa)  “Type NS7618/26” 2 x 26,0m + 1 x 23,0m planted 2m deep, guyed modified 3-pole angle strain structure, with bolts, nuts & washers","ea",{"$f":"1-D306","v":1},0,0]
[null,"bb)  “Type 7807SM/131” 13,1m guyed H-pole terminal structure, with bolts, nuts & washers","ea",1,0,0]
[null,"cc)  “Type NS7807SM/131” 13,1m guyed modified H-pole terminal structure, with bolts, nuts & washers","ea",1,0,0]
["Sub-total",{"$nulls":3},{"$f":"A280","v":"5.1.3"},{"$f":"SUM(F281:F309)","v":0}]
["5.1.4","Supply, safe stock-piling/storage, handling and transport of miscellaneous structure members/material:"]
[null,"a)  Bird perching brackets for all \"Type 7649\" structures, to dwg: D-DT-7347","ea",{"$f":"SUM(D281:D286)","v":108},0,{"$f":"D312*E312","v":0}]
[null,"b)  100 x 100 x 12, 765mm long angle Single SW/OPGW support bracket, to manufacturer's detail drawing","ea",3,0,{"$f":"D313*E313","v":0}]
[null,"c)  80 x 80 x 12, 540mm long angle Single SW/OPGW support bracket, to manufacturer's detail drawing","ea",{"$f":"D312-D313","v":105},0,{"$f":"D314*E314","v":0}]
[null,"d)  Galvanised mild steel removable steps (climbing rungs) to manufacturer's specification","ea",{"$f":"25*5","v":125},0,{"$f":"D315*E315","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A311","v":"5.1.4"},{"$f":"SUM(F312:F315)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A267","v":5.1},{"$f":"SUM(F275,F279,F310,F316)","v":0}]
[5.2,"Assembly and erection of all structures:- PART C3.3: Activity Stage 5.2"]
["5.2.1","Lay-out at peg and complete assembly of structures and towers:"]
[null,"a)  “Type 7649” self-supporting mono-pole intermediate suspension structures, with  suspension arms","ea",{"$f":"SUM(D281:D286)","v":108},0,{"$f":"D320*E320","v":0}]
[null,"b)  “Type 7645\" planted guyed mono-pole angle strain structures","ea",{"$f":"SUM(D288,D290,D291,D293,D295,D297,D299,D301,D303)","v":28},0,0]
[null,"c)  “Type 7645\" surface mount guyed mono-pole angle strain structures","ea",{"$f":"SUM(D287,D289,D292,D294,D296,D298,D300,D302)","v":21},0,0]
[null,"d)  “Type 7618\" planted guyed 3-pole angle strain structures","ea",{"$f":"SUM(D305,D307)","v":1},0,0]
[null,"e)  “Type 7618\" surface mount guyed 3-pole angle strain structures","ea",{"$f":"SUM(D304,D306)","v":1},0,0]
[null,"f)  “Type 7807” surface mount guyed H-pole terminal structures","ea",{"$f":"SUM(D308:D309)","v":2},0,0]
["Sub-total",{"$nulls":3},{"$f":"A319","v":"5.2.1"},{"$f":"SUM(F320:F325)","v":0}]
["5.2.2","Complete erection of all structures and towers:"]
[null,"a)  “Type 7649” self-supporting mono-pole intermediate suspension structures, with  suspension arms","ea",{"$f":"D320","v":108},0,{"$f":"D328*E328","v":0}]
[null,"b)  “Type 7645\" planted guyed mono-pole angle strain structures","ea",{"$f":"D321","v":28},0,{"$f":"D329*E329","v":0}]
[null,"c)  “Type 7645\" surface mount guyed mono-pole angle strain structures","ea",21,0,{"$f":"D330*E330","v":0}]
[null,"d)  “Type 7618\" planted guyed 3-pole angle strain structures","ea",1,0,0]
[null,"e)  “Type 7618\" surface mount guyed 3-pole angle strain structures","ea",1,0,{"$f":"D332*E332","v":0}]
[null,"f)  “Type 7807” surface mount guyed H-pole terminal structures","ea",2,0,{"$f":"D333*E333","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A327","v":"5.2.2"},{"$f":"SUM(F328:F333)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A318","v":5.2},{"$f":"SUM(F326,F334)","v":0}]
[5.3,"Installation of permanent and temporary stay assemblies:- PART C3.3: Activity Stage 5.3\n(Items subjected to re-measurement)"]
["5.3.1","Complete installation all under-ground permanent stay assemblies: "]
[null,"a)   Install “Type 1 - 2” M24 x 2,4m stay","ea",{"$f":"D253","v":162},0,{"$f":"D338*E338","v":0}]
[null,"b)   Install “Type 3” M24 x 3,0m stay","ea",{"$f":"D254","v":27},0,{"$f":"D339*E339","v":0}]
[null,"c)   Install “Type A” M24 solid rock anchor ","ea",{"$f":"D255","v":25},0,{"$f":"D340*E340","v":0}]
[null,"d)   Install “Type B” M24 x 2,4m stay","ea",{"$f":"D256","v":65},0,{"$f":"D341*E341","v":0},null," "]
["Sub-total",{"$nulls":3},{"$f":"A337","v":"5.3.1"},{"$f":"SUM(F338:F341)","v":0}]
["5.3.2","Complete installation of all temporary stay assemblies: "]
[null,"a)  Complete Installation of M20 x 2,4m non-adjustable conventional stay assemblies or alternative anchor blocks, including excavation and backfilling (Temporary Stays)","ea",{"$f":"D277","v":131},0,{"$f":"D344*E344","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A343","v":"5.3.2"},{"$f":"SUM(F344:F344)","v":0}]
["5.3.3","Complete removal of all temporary stay assemblies: "]
[null,"a)  Complete removal of M20 x 2,4m non-adjustable conventional stay assemblies or alternative anchor blocks, including backfilling.","ea",{"$f":"D344","v":131},0,{"$f":"D347*E347","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A346","v":"5.3.3"},{"$f":"SUM(F347:F347)","v":0}]
["5.3.4","Complete assembly and pre-tensioning of all stays: "]
[null,"a)   M24 adjustable permanent stays","ea",{"$f":"SUM(D338:D341)","v":279},0,{"$f":"D350*E350","v":0}]
[null,"b)   M20 non-adjustable temporary stays","ea",{"$f":"D344","v":131},0,0]
[null,"c)   Pre-tension all permanent stays","ea",{"$f":"D350","v":279},0,0]
[null,"d)   Crimp GMS guy grip ferrules","ea",{"$f":"D350","v":279},0,{"$f":"D353*E353","v":0}]
[null,"e)   Pre-tension temporary stays","ea",{"$f":"D351","v":131},0,0]
[null,"f)   Complete removal all temporary stays after completion of stringing activities and re-instate sites","ea",{"$f":"D351","v":131},0,0]
["Sub-total",{"$nulls":3},{"$f":"A349","v":"5.3.4"},{"$f":"SUM(F350:F355)","v":0}]
["5.3.5","Proof load testing of stays: (Items subjected to re-measurement!)"]
[null,"a)   \"Proof Load Test\" all permanent rock anchor stays as per Specification DSP 34-1656","ea",{"$f":"D271","v":25},0,{"$f":"D358*E358","v":0}]
[null,"b)   \"Proof Load Test\" 30% of conventional installed permanent stays as per Specification DSP 34-1657","ea",{"$f":"ROUNDUP((D350-D358)*0.3,0)*0+D350-D358","v":254},0,{"$f":"D359*E359","v":0}]
[null,"c)   Compile and submission of all \"Proof Load Test\" records to the Employer","sum",1,0,{"$f":"D360*E360","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A357","v":"5.3.5"},{"$f":"SUM(F358:F360)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A336","v":5.3},{"$f":"SUM(F342,F356,F361,F345,F348)","v":0}]
[5.4,"Supply of all foundations material and complete construction of all structure foundations:- \nPART C3.3: Activity Stage 5.4 (Items subjected to re-measurement)"]
["5.4.1","Foundation Backfilling Samples according to PART C3.3: Activity Stage 5.4.13"]
[null,"a) Preparing samples for DCP and Nuclear Method in place density test result correlation for Type 1 and Type 2 Nominated Foundation Types Using In-situ Stabilized Material, including all excavation, cement, mixing compacting, testing and reporting as per specifications","sum",1,0,{"$f":"D365*E365","v":0}]
[null,"b) Preparing samples for DCP and Nuclear Method in place density test result correlation for Imported Stabilized Backfill Material, including all excavation, cement, mixing compacting, testing and reporting as per specifications","sum",1,0,{"$f":"D366*E366","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A364","v":"5.4.1"},{"$f":"SUM(F365:F366)","v":0}]
["5.4.2","Blinding Layer, according to PART C3.3: Activity Stage 5.4.5"]
[null,"a) 10MPa Concrete","m3",{"$f":"ROUNDUP(2*4*4*0.1,0)+ROUNDUP(5*2*2,0)","v":{"v":24,"d":"24.00"}},0,{"$f":"D369*E369","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A368","v":"5.4.2"},{"$f":"SUM(F369:F369)","v":0}]
["5.4.3","Planted Structure Foundations Pads according to D-DT-7850 and D-DT-7851"]
[null,"a) 25MPa Concrete","m3",{"$f":"51.37+0.4*3","v":52.57},0,{"$f":"D372*E372","v":0}]
[null,"b) Reinforcing Steel","kg",{"$f":"441.43+4.15*3","v":453.88},0,{"$f":"D373*E373","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A371","v":"5.4.3"},{"$f":"SUM(F372:F373)","v":0}]
["5.4.4","Surface Mount Structure Foundations,  according to D-FS-17704 & D-FS-13526 for tender purpose"]
[null,"a) Complete set of Surface Mount Structure Foundation Designs, similar to D-FS-13526 for all \"Type 7645\" guyed strain structures.","sum",1,0,{"$f":"D376*E376","v":0}]
[null,"b) 25MPa Concrete, according to foundation designs","m3",31.71,0,{"$f":"D377*E377","v":0}]
[null,"c) Reinforcing Steel, according to foundation designs","kg",2760.62,0,{"$f":"D378*E378","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A375","v":"5.4.4"},{"$f":"SUM(F376:F378)","v":0}]
["5.4.5","Structure Foundations backfilling, according to D-DT-7850, D-DT-7851, D-FS-17704 & D-FS-13526"]
[null,"a) Backfilling in max 200mm compacted layers done at optimal moisture content of material being compacted. (Compacted Volume)","m3",{"$f":"485+3.6*3","v":495.8},0,{"$f":"D381*E381","v":0}]
[null,"b) Backfilling with 25MPa mass concrete ","m3",55,0,{"$f":"D382*E382","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A380","v":"5.4.5"},{"$f":"SUM(F381:F382)","v":0}]
["5.4.6","Extra-over for item 5.4.5 for backfilling of structure foundations, according to \nPart C3.3: Activity Stage 5.4"]
[null,"a) Import of suitable and approved backfill material from a comercial source, including haulage. (Compacted Volume)","m3",{"$f":"355+3.6*3","v":365.8},0,{"$f":"D385*E385","v":0}]
[null,"b) Stabilising of suitable backfill material to a 8:1 Soil:Cement mixture, including cement and mixing of material. (Compacted Volume)","m3",{"$f":"475+3.6*3","v":485.8},0,{"$f":"D386*E386","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A384","v":"5.4.6"},{"$f":"SUM(F385:F386)","v":0}]
["5.4.7","Complete construction of reinforced concrete foundation caps, for:"]
[null,"a) \"Type 7649\" structures - to dwg: D-FS-15737 Sht 1","ea",{"$f":"D320","v":108},0,{"$f":"D389*E389","v":0}]
[null,"b) \"Type 7645\" structures - to dwg: D-FS-15737 Sht 1","ea",26,0,{"$f":"D390*E390","v":0}]
[null,"c) \"Type 7618\" structures - to dwg: D-FS-15737 Sht 1","ea",{"$f":"D323*3","v":3},0,{"$f":"D391*E391","v":0}]
[null,"d) \"Type 7807\" structures - to dwg: D-FS-15737 Sht 1","ea",0,0,{"$f":"D392*E392","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A388","v":"5.4.7"},{"$f":"SUM(F389:F392)","v":0}]
["5.4.8","Spoiling of non-suitable material, according to PART C3.3: Activity Stage 5.4"]
[null,"a) Removal and dumping of all non-suitable backfill material at an approved dumping site  (Compacted Volume)","m3",{"$f":"D385+D382+D369+ROUNDUP(0.98*(107+1)+0.68*(56+2+2),0)","v":591.8},0,{"$f":"D395*E395","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A394","v":"5.4.8"},{"$f":"SUM(F395:F395)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A363","v":5.4},{"$f":"SUM(F367,F374,F383,F393,F387,F379,F396,F370)","v":0}]
["TOTAL Activity Stage 5 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F317,F335,F362,F397)","v":0}]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 6:   Power line earthing activities"]
[6.1,"Supply and transport of power line structure earthing material:- PART C3.3: Activity Stage 6.1\n(Items subjected to re-measurement)"]
["6.1.1","Supply and transport to site of all structure earthing material:"]
[null,"a)  40mm x 3mm thk; galvanised m/steel strap","m",{"$f":"(230+3)*3+10*6*3","v":879},0,{"$f":"D404*E404","v":0}]
[null,"b)  M16 x 40mm long Hex bolt; Min. 35mm threaded;  Grade 4.8;  Complete with one nut;  Hot dipped galvanised - To specification drawing: D-DT-6097 Rev. 3 ","ea",{"$f":"214+3","v":217},0,{"$f":"D405*E405","v":0}]
[null,"c)  Dia 30mm x 3,0mm thick flat round washer with Dia 18mm hole;  Commercial mild steel;  Hot dipped galvanised - To specification drawing: D-DT-3014 Rev. 19","ea",{"$f":"508+6","v":514},0,{"$f":"D406*E406","v":0}]
[null,"d)  Dia 16mm x 3m long, Min. 0,25mm thick Copper coated earth rod; High tensile steel - Threaded end","ea",{"$f":"10*4","v":40},0,{"$f":"D407*E407","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A403","v":"6.1.1"},{"$f":"SUM(F404:F407)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A402","v":6.1},{"$f":"SUM(F408)","v":0}]
[6.2,"Complete installation of power line structure earthing:- PART C3.3: Activity Stage 6.2\n(Items subjected to re-measurement)"]
["6.2.1","Safe storage at delivery site, handling and transport to peg of structure earthing material:"]
[null,"a)  40mm x 3mm thk; galvanised m/steel strap","ea",{"$f":"D404","v":879},0,{"$f":"D412*E412","v":0}]
[null,"b)  M16 x 40mm long Hex bolt; Min. 35mm threaded;  Grade 4.8;  Complete with one nut;  Hot dipped galvanised - To specification drawing: D-DT-6097 Rev. 3 ","ea",{"$f":"D405","v":217},0,{"$f":"D413*E413","v":0}]
[null,"c)  Dia 30mm x 3,0mm thick flat round washer with Dia 18mm hole;  Commercial mild steel;  Hot dipped galvanised - To specification drawing: D-DT-3014 Rev. 19","ea",{"$f":"D406","v":514},0,{"$f":"D414*E414","v":0}]
[null,"d)  Dia 16mm x 3m long, Min. 0,25mm thick Copper coated earth rod; High tensile steel - Threaded end","ea",{"$f":"D407","v":40},0,{"$f":"D415*E415","v":0}]
[null,"e)  50mm x 3,0mm thick flat Copper Earth Strap; to specification drawing: D-DT-6045 Rev. 2 (ESKOM SUPPLY)","kg",315,0,{"$f":"D416*E416","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A411","v":"6.2.1"},{"$f":"SUM(F412:F416)","v":0}]
["6.2.2","Complete installation of standard structure earthing systems: "]
[null,"a)   Excavate earth trenches max 1m deep at all steel pole structures,including earth trenches from terminal structures to substation earth mats. To be as wide as needed to reach the specified depth.","m3",{"$f":"154*0.3*1*2+4*0.3*1*2+10*0.3*0.55+(70+27)*2*0.3*0.55+0.3*3*3","v":131.16},0,{"$f":"D419*E419","v":0}]
[null,"b)   Bend and install earth straps","ea",{"$f":"154+2*4+2+4+3","v":171},0,0]
[null,"c)   Apply contact grease and \"Bolt\" joint earth strap connections to structure earth lugs","ea",{"$f":"D420+2","v":173},0,0]
[null,"d)   Exo-weld copper earth strap to earth mat","ea",4,0,{"$f":"D422*E422","v":0}]
[null,"e)   Apply min. 2 coats of \"Bitumen\" or Aluminium based corrosion protective coating from connection point to ±0,5m below natural ground level of copper coated earth rods, after installation and connection","ea",{"$f":"D421","v":173},0,0]
[null,"f)   Backfill and compact first ±150mm thick layer in earth trenches, with 1:3 Agricultural gypsum/soil mixture, around earth rod","m3",{"$f":"154*0.3*0.15*2+4*0.3*0.15*2+10*0.3*0.15+(70+27)*2*0.3*0.15","v":{"v":23.399999999999995,"d":"23.40"}},0,0]
[null,"g)   Backfill second ±100mm thick layer, for copper earth strap trenches ONLY, in-situ cast 15MPa mass concrete","m3",{"$f":"(70+27)*2*0.1*0.3","v":5.82},0,{"$f":"D425*E425","v":0}]
[null,"h)   Backfill and compact top layers in earth trenches, with excavated top soil material","m3",{"$f":"D419-D424-D425","v":101.94},0,0]
["Sub-total",{"$nulls":3},{"$f":"A418","v":"6.2.2"},{"$f":"SUM(F419:F426)","v":0}]
["6.2.3","Measure structure footing resistances, with installed standard earthing systems:"]
[null,"a)   Measure all structure footing resistances","ea",{"$f":"158+10","v":168},0,{"$f":"D429*E429","v":0}]
[null,"b)   Submission of \"Structure Footing Resistance\" test results for approval","sum",1,0,{"$f":"D430*E430","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A428","v":"6.2.3"},{"$f":"SUM(F429:F430)","v":0}]
["6.2.4","Complete installation of additional structure earthing (3-point star according to 6.2.8):"]
[null,"a)   Excavate earth trenches max 1m deep at all structures requiring additional earthing, exposing the remote end of the existing standard earth strap. To be as wide as needed to reach the specified depth.","m3",{"$f":"10*6*3*1*0.3","v":{"v":54,"d":"54.00"}},0,{"$f":"D433*E433","v":0}]
[null,"b)   Drilling min. Dia 100mm x max 3m deep earth spike holes at specified positions","ea",{"$f":"4*10","v":40},0,0]
[null,"c)   Bend and install earth straps","ea",{"$f":"10*3","v":30},0,0]
[null,"d)   Install copper coated earth spikes","ea",{"$f":"D434","v":40},0,{"$f":"D436*E436","v":0}]
[null,"e)   Apply contact grease and \"Bolt\" joint earth rods and straps","ea",{"$f":"D434","v":40},0,0]
[null,"f)   Backfill and compact earth spike holes, with 1:3 Agricultural gypsum/soil mixture","m3",{"$f":"D434*3*PI()*0.05^2","v":{"v":0.942477796076938,"d":"0.94"}},0,0]
[null,"g)   Backfill and compact first ±150mm thick layer in earth trenches, with 1:3 Agricultural gypsum/soil mixture, around earth rod","m3",{"$f":"10*6*3*0.15*0.3","v":{"v":8.1,"d":"8.10"}},0,0]
[null,"h)   Backfill and compact top layers in earth trenches, with excavated top soil material","m3",{"$f":"D433-D439","v":{"v":45.9,"d":"45.90"}},0,0]
["Sub-total",{"$nulls":3},{"$f":"A432","v":"6.2.4"},{"$f":"SUM(F433:F440)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A410","v":6.2},{"$f":"SUM(F417,F427,F431,F441)","v":0}]
["TOTAL Activity Stage 6 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F409,F442)","v":0}]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 7:   Dressing of all structures"]
[7.1,"Supply and transport to site of line hardware and insulators:- PART C3.3: Activity Stage 7.1"]
["7.1.1","Phase conductor assemblies:"]
[null,"a)  ACSR phase conductor \"PH - STR A\" strain assemblies for “Types 7645” and “Types NS7618” strain structures with horizontal landing plates, see PART C3.3 - Section 7.4","ea",{"$f":"294+2*6","v":306},0,{"$f":"D449*E449","v":0}]
[null,"b)  ACSR phase conductor \"PH - STR B\" strain assemblies for “Types 7807”, \"Types 7645”  and “Types NS7618” strain structures with vertical landing plates, see PART C3.3 - Section 7.4","ea",6,0,0]
[null,"c)  ACSR phase conductor \"PH - STR C\" strain assemblies for “Types 7807” strain terminal structures, substation side only, see PART C3.3 - Section 7.4","ea",6,0,0]
[null,"d)  ACSR phase conductor \"PH - POST A\" jumper post support assemblies for “Types 7645” and “Types NS7618” strain structures, see PART C3.3 - Section 7.4","ea",{"$f":"147+2*3","v":153},0,0]
[null,"e)  ACSR phase conductor \"PH - POST B\" jumper post support assemblies for “Types NS7807” strain terminal structures, see PART C3.3 - Section 7.4","ea",{"$f":"3","v":3},0,0]
[null,"f)  ACSR phase conductor \"PH - TERM A\" Strain assemblies for “Station gantry” substation structures, see PART C3.3 - Section 7.4","ea",6,0,0]
[null,"g)  ACSR phase conductor \"PH - SUSP I\" Suspension assemblies for “Type 7649” ssuspension structures, see PART C3.3 - Section 7.4","ea",{"$f":"321+3*1","v":324},0,0]
["Sub-total",{"$nulls":3},{"$f":"A448","v":"7.1.1"},{"$f":"SUM(F449:F455)","v":0}]
["7.1.2","Shield wire assemblies:"]
[null,"a)  Shield wire \"SW-STR A\" insulated assemblies for \"Types 7645\" structures, see PART C3.3 - Section 7.5","ea",9,0,{"$f":"D458*E458","v":0}]
[null,"b)  Shield wire \"SW-STR B\" non-insulated assemblies for  \"Types 7645, NS7618, 7801 and station gantry\" structures, see PART C3.3 - Section 7.5","ea",10,0,{"$f":"D459*E459","v":0}]
[null,"c)  Structure shackles for OPGW assembly connections. One per suspension structure, one per gantry and two per strain structure","ea",{"$f":"107*1+51*2+1*2+1*1+2*2","v":216},0,{"$f":"D460*E460","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A457","v":"7.1.2"},{"$f":"SUM(F458:F460)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A447","v":7.1},{"$f":"SUM(F456,F461)","v":0}]
[7.2,"Safe storage, handling and transport to peg of  line hardware and insulators:- \nPART C3.3: Activity Stage 7.2"]
["7.2.1","Phase conductor assemblies:"]
[null,"a)  Phase conductor \"PH - STR A\" assemblies","ea",{"$f":"D449","v":306},0,{"$f":"D465*E465","v":0}]
[null,"b)  Phase conductor \"PH - STR B\" assemblies","ea",{"$f":"D450","v":6},0,{"$f":"D466*E466","v":0}]
[null,"c)  Phase conductor \"PH - STR C\" assemblies","ea",6,0,0]
[null,"d)  Phase conductor \"PH - POST A\" assemblies","ea",153,0,0]
[null,"e)  Phase conductor \"PH - POST B\" assemblies","ea",3,0,0]
[null,"f)  Phase conductor \"PH - TERM A\" assemblies","ea",6,0,0]
[null,"g)  Phase conductor \"PH - SUSP I\" assemblies","ea",324,0,0]
["Sub-total",{"$nulls":3},{"$f":"A464","v":"7.2.1"},{"$f":"SUM(F465:F471)","v":0}]
["7.2.2","Shield wire assemblies:"]
[null,"a)  Shield wire \"SW - STR A\" assemblies","ea",{"$f":"D458","v":9},0,{"$f":"D474*E474","v":0}]
[null,"b)  Shield wire \"SW - STR B\" assemblies","ea",{"$f":"D459","v":10},0,{"$f":"D475*E475","v":0}]
[null,"c)  Structure shackles for OPGW","ea",{"$f":"D460","v":216},0,{"$f":"D476*E476","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A473","v":"7.2.2"},{"$f":"SUM(F474:F476)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A463","v":7.2},{"$f":"SUM(F472,F477)","v":0}]
[7.3,"Safe handling and dressing of structure with line hardware and insulators:- \nPART C3.3: Activity Stage 7.3"]
["7.3.1","Safe handling and dressing of structures with \"Phase conductor assemblies\":"]
[null,"a)  Mono-pole Suspension structure, complete with 3 x PH - POST A assemblies","ea",{"$f":"107+1","v":108},0,{"$f":"D481*E481","v":0}]
[null,"b)  Mono-pole angle strain structure, complete with 6 x PH - STR A/B + 3 x POST A assemblies","ea",{"$f":"SUM(D287:D303)","v":49},0,0]
[null,"c)  3-pole angle strain structure, complete with 6 x PH - STR A/B + 3 x POST A assemblies","ea",2,0,{"$f":"D483*E483","v":0}]
[null,"d)  H-pole terminal tower, complete with 3 x PH - STR B + 3 x PH-STR C assemblies","ea",1,0,{"$f":"D484*E484","v":0}]
[null,"e)  H-pole terminal tower, complete with 3 x PH - STR B + 3 x PH-STR C + 2 x PH - POST B assemblies","ea",1,0,{"$f":"D485*E485","v":0}]
[null,"f)  Station gantry, complete with 3 x PH - TERM A assemblies","ea",2,0,0]
["Sub-total",{"$nulls":3},{"$f":"A480","v":"7.3.1"},{"$f":"SUM(F481:F486)","v":0}]
["7.3.2","Safe handling and dressing of structures with \"Shield wire assemblies\":"]
[null,"a)  Mono-pole strain structure, complete with 1 x SW - STR A Insulated assemblies","ea",2,0,{"$f":"D489*E489","v":0}]
[null,"b)  Mono-pole strain structure, complete with 1 x SW - STR B Non-Insulated assemblies","ea",2,0,0]
[null,"c)  3-pole strain structure, complete with 2 x SW - STR B Non-Insulated assemblies","ea",2,0,0]
[null,"d)  H-pole steel strain structure, complete with 2 x SW - STR B Non-Insulated assemblies","ea",2,0,0]
[null,"e) Station Gantry, complete with 1 x SW - STR B Non-Insulated assemblies","ea",2,0,0]
["Sub-total",{"$nulls":3},{"$f":"A488","v":"7.3.2"},{"$f":"SUM(F489:F493)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A479","v":7.3},{"$f":"SUM(F487,F494)","v":0}]
["TOTAL Activity Stage 7 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F478,F495,F462)","v":0}]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 8:   Stringing activities"]
[8.1,"Supply and transport of phase conductor and shield wire stringing hardware:- \nPART C3.3: Activity Stage 8.1"]
["8.1.1","Supply and transport to site of miscellaneous \"Phase conductor stringing hardware\":"]
[null,"a)   Helically attached \"Chicadee-Wolf Multi Frequency\" phase conductor vibration dampers, see PART C7.1","ea",{"$f":"1872+12*3","v":1908},0,{"$f":"D502*E502","v":0}]
[null,"b)  18/1/3,77mm “Chicadee” ACSR phase conductor - Midspan compression joints, see PART C7.1","ea",{"$f":"88+1","v":89},0,{"$f":"D503*E503","v":0}]
[null,"c)  18/1/3,77mm “Chicadee” ACSR phase conductor - Dead-end compression clamp, see PART C7.1","ea",4,0,0]
[null,"d)  30/7/2,59mm “Wolf” ACSR phase conductor - Dead-end compression clamp, see PART C7.1","ea",2,0,0]
[null,"e)  18/1/3,77mm “Chicadee” ACSR phase conductor - Preformed repair sleeve, see PART C7.1","set",8,0,0]
[null,"f)  18/1/3,77mm “Chicadee” ACSR phase conductor - Compression repair sleeve, see PART C7.1","ea",8,0,0]
["Sub-total",{"$nulls":3},{"$f":"A501","v":"8.1.1"},{"$f":"SUM(F502:F507)","v":0}]
["8.1.2","Supply and transport to site of miscellaneous \"Shield wire stringing hardware\":"]
[null,"a)  \"PVC Spiral Type\" shield wire vibration dampers, see PART C7.1","ea",18,0,{"$f":"D510*E510","v":0}]
[null,"b)  “Aircraft Warning Spheres” Centre Sphere attachment suitable for OPGW and 7/3,35 steel shield wire, see PART C7.1","ea",25,0,{"$f":"D511*E511","v":0}]
[null,"c)  \"Tyco Flight Diverter\" PVC spiral type for 7/3,35 steel shield wire, Alternating colours GREY & WHITE, see PART C7.1","ea",89,0,{"$f":"D512*E512","v":0}]
[null,"d)  \"Tyco Flight Diverter\" PVC spiral type for OPGW Alternating colours GREY & WHITE, see PART C7.1","ea",{"$f":"2074+20","v":2094},0,{"$f":"D513*E513","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A509","v":"8.1.2"},{"$f":"SUM(F510:F513)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A500","v":8.1},{"$f":"SUM(F508,F514)","v":0}]
[8.2,"Safe storage, handling and transport of phase conductor and shield wire stringing hardware:- \nPART C3.3: Activity Stage 8.2"]
["8.2.1","Safe storage, handling and transport to peg of miscellaneous \"Phase conductor stringing hardware\":"]
[null,"a)   Helically attached \"Chicadee-Wolf Multi Frequency\" phase conductor vibration dampers, see PART C7.1","ea",{"$f":"D502","v":1908},0,{"$f":"D518*E518","v":0}]
[null,"b)  18/1/3,77mm “Chicadee” ACSR phase conductor - Midspan compression joints, see PART C7.1","ea",{"$f":"D503","v":89},0,0]
[null,"c)  18/1/3,77mm “Chicadee” ACSR phase conductor - Dead-end compression clamp, see PART C7.1","ea",4,0,0]
[null,"d)  30/7/2,59mm “Wolf” ACSR phase conductor - Dead-end compression clamp, see PART C7.1","ea",2,0,0]
[null,"e)  18/1/3,77mm “Chicadee” ACSR phase conductor - Preformed repair sleeve, see PART C7.1","ea",8,0,0]
[null,"f)  18/1/3,77mm “Chicadee” ACSR phase conductor - Compression repair sleeve, see PART C7.1","ea",8,0,0]
["Sub-total",{"$nulls":3},{"$f":"A517","v":"8.2.1"},{"$f":"SUM(F518:F523)","v":0}]
["8.2.2","Safe storage, handling and transport to peg of miscellaneous \"Shield wire stringing hardware\":"]
[null,"a)  \"PVC Spiral Type\" shield wire vibration dampers, see PART C7.1","ea",{"$f":"D510","v":18},0,{"$f":"D526*E526","v":0}]
[null,"b)  “Aircraft Warning Spheres” Centre Sphere attachment suitable for OPGW and 7/3,35 steel shield wire, see PART C7.1","ea",{"$f":"D511","v":25},0,{"$f":"D527*E527","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A525","v":"8.2.2"},{"$f":"SUM(F526:F527)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A516","v":8.2},{"$f":"SUM(F524,F528)","v":0}]
[8.3,"Safe handling, transport to drum sites and complete stringing, regulating clamping of phase conductors and shield wires :- PART C3.3: Activity Stage 8.3"]
["8.3.1","Safe handling and transport to stringing drum sites of phase conductor and shield wire:"]
[null,"a)  18/1/3,77mm “Chicadee” ACSR phase conductor - Supplied 1 500m drum lengths","m",{"v":117000,"d":"117,000"},0,{"$f":"D532*E532","v":0}]
[null,"b)  30/7/2,59mm “Wolf” ACSR phase conductor - \nSupplied 1 500m drum lengths","m",{"v":4500,"d":"04,500"},0,{"$f":"D533*E533","v":0}]
[null,"c)  “7/3,35mm” Galvanised steel shield wire 1 100MPa -Supplied 1 500m drum lengths","m",{"v":3000,"d":"3,000"},0,{"$f":"D534*E534","v":0}]
[null,"d)  30/7/2,59mm “Centipede” ACC phase conductor - \nSupplied 1 500m drum lengths","m",120,0,{"$f":"D535*E535","v":0}]
[null,"e)  Recording of phase conductor & shield wire drum numbers and submission of records, see PART C3.3 - Activity Stage 8","sum",1,0,{"$f":"D536*E536","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A531","v":"8.3.1"},{"$f":"SUM(F532:F536)","v":0}]
["8.3.2","Supply, erection and removal of 'Goal post' supports at crossings required for stringing:"]
[null,"a)  Supply and erect temporary \"Goal-post supports\" for complete crossing over major proclaimed roads, including dismantling and removal after completion ","set",1,0,{"$f":"D539*E539","v":0}]
[null,"b)  Supply and erect temporary \"Goal-post supports\" for complete crossing over minor proclaimed roads, including dismantling and removal after completion ","set",1,0,0]
[null,"c)  Supply and erect temporary \"Goal-post supports\" for complete crossing over mnon electrified railway lines, including dismantling and removal after completion ","set",1,0,0]
[null,"d)  Supply and erect temporary \"Goal-post supports\" for complete crossing over 132kV sub-transmission lines, including dismantling and removal after completion ","set",0,0,0]
[null,"e)  Supply and erect temporary \"Goal-post supports\" for complete crossing over 11kV & 22kV distribution lines, including dismantling and removal after completion ","set",6,0,0]
[null,"f)  Supply and erect temporary \"Goal-post supports\" for complete crossing over Telkom lines, including dismantling and removal after completion ","set",5,0,0]
["Sub-total",{"$nulls":3},{"$f":"A538","v":"8.3.2"},{"$f":"SUM(F539:F544)","v":0}]
["8.3.3","Safe handling and complete stringing of phase conductors and shield wires:"]
[null,"a)  Sampling and testing of “Chicadee” ACSR phase conductor compression fittings","ea",2,0,{"$f":"D547*E547","v":0}]
[null,"b)  Sampling and testing of “Wolf” ACSR phase conductor compression fittings","ea",1,0,{"$f":"D548*E548","v":0}]
[null,"c)  Sampling and testing of “7/3,35mm” galvanised steel shield wire compression mid span and guy grip dead-end fittings","ea",1,0,0]
[null,"d)   Submission of 8.3.3 (a), (b) & (c) test reports, prior to the commencement of the stringing activities","sum",1,0,0]
[null,"e)  Tension string, regulate, joint and clamp “Chicadee\" ACSR  phase conductor (3 phases) ","km",{"$f":"37.836-D552+0.5","v":37.716},0,0]
[null,"f)  Tension string, regulate, joint and clamp “Wolf\" ACSR  phase conductor (3 phases) ","km",{"v":0.62,"d":"0.620"},0,0]
[null,"g)  Tension string, regulate, joint and clamp “7/3,35\" Steel  phase conductor shield wire","km",1.623,0,{"$f":"D553*E553","v":0}]
[null,"h)   Crossing over major proclaimed roads, with 3 phase conductors","ea",{"$f":"D539","v":1},0,0]
[null,"i)   Crossing over minor proclaimed roads, with 3 phase conductors","ea",1,0,0]
[null,"j)   Crossing over non-electrified railway line, with 3 phase conductors","ea",1,0,{"$f":"D556*E556","v":0}]
[null,"k)   Crossing over 132kV sub-transmission lines, with 3 phase conductors","ea",0,0,0]
[null,"l)   Crossing over 11kV & 22kV distribution power lines, with 3 phase conductors","ea",6,0,0]
[null,"m)   Crossing over Telkom lines, with 3 phase conductors","ea",5,0,{"$f":"D559*E559","v":0}]
[null,"n)   Crossing over Major River (Orange), with 3 phase conductors","ea",1,0,{"$f":"D560*E560","v":0}]
[null,"o)  Assemble and install “Chicadee/Wolf” ACSR phase conductor structure jumpers","ea",{"$f":"51*3","v":153},0,0]
[null,"p)   Install \"Multi Frequency\" phase conductor vibration dampers","ea",{"$f":"D502","v":1908},0,0]
[null,"q)    Install \"PVC Spiral Type\" shield wire vibration dampers","ea",{"$f":"D526","v":18},0,0]
[null,"r)   Install \"AWS\" on 7/3,35 shield wire","ea",10,0,0]
[null,"s)    Install \"Bird Flight Diverters\" on 7/3,35 shield wire","ea",{"$f":"D512","v":89},0,{"$f":"D565*E565","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A546","v":"8.3.3"},{"$f":"SUM(F547:F565)","v":0}]
["8.3.4","Safe handling and complete stringing of phase conductor and shield wire closing spans:"]
[null,"a) At Melkspruit Distribution Station: String, regulate and clamp “Chicadee” ACSR phase conductor closing span in the correct phase rotation (3 Phases)","m",69.6,0,{"$f":"D568*E568","v":0}]
[null,"b) At Melkspruit Distribution Station: Assemble, crimp and install new Isolator jumpers","ea",3,0,{"$f":"D569*E569","v":0}]
[null,"c)  At Rouxville Substation: String, regulate and clamp  “Chicadee” ACSR phase conductor closing span in the correct phase rotation (3 Phases) + \"7/3,35\" steel shield wire","m",26.3,0,{"$f":"D570*E570","v":0}]
[null,"d) At Rouxville Substation: Assemble, crimp and install new Isolator jumpers","ea",3,0,{"$f":"D571*E571","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A567","v":"8.3.4"},{"$f":"SUM(F568:F571)","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A530","v":8.3},{"$f":"SUM(F537,F545,F566,F572)","v":0}]
["TOTAL Activity Stage 8 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F515,F529,F573)","v":0}]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 9:   OPGW Installation Activities"]
[9.1,"Integration between appointed line Contractor and OPGW Contractor:- \nPART C3.3: Activity Stage 9.1"]
["9.1.1","Facilitate integration between the power line construction activities and the OPGW installation done by the OPGW Contractor by means of detailed planning, schedule intigration and integration meetings throughout the project.","sum",1,0,{"$f":"D579*E579","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A578","v":9.1},{"$f":"SUM(F579:F579)","v":0}]
[9.2,"Supply and transport to site of miscellaneous \"OPGW Material\":"]
["9.2.1","\"Tyco Flight Diverter\" PVC spiral type for OPGW Alternating colours GREY & WHITE, see PART C7.1","ea",2074,0,{"$f":"D582*E582","v":0}]
["9.2.2","Patch leads, Duplex, Single Mode SC-APC  to SC-APC, 3m","ea",4,0,{"$f":"D583*E583","v":0}]
["9.2.3","19” Swing frame equipment cabinet according to 240-60725641","ea",1,0,{"$f":"D584*E584","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A581","v":9.2},{"$f":"SUM(F582:F584)","v":0}]
["TOTAL Activity Stage 9 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F580,F585)","v":0}]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 10:   Power line labelling activities"]
[10.1,"Supply and transport to site of line and structure identification labels and accessories:- \nPART C3.3: Activity Stage 10.1"]
["10.1.1","Line designation labels - D-FS-10757 Sht. 2 ","ea",2,0,{"$f":"D591*E591","v":0}]
["10.1.2","Structure identification labels - D-FS-10757 Sht. 1","ea",{"$f":"158+3","v":161},0,0]
["10.1.3","Phase disc labels \"RED; WHITE; BLUE\" - \nD-FS-10757 Sht. 3","set",2,0,0]
["10.1.4","Line crossing labels - D-FS-10757 Sht. 4","ea",0,0,0]
["10.1.5","2,0mm wide x 0,75mm thick heavy duty Stainless steel bandit strapping, to dwg: D-DT-3131","m",{"$f":"732+4.5*3","v":745.5},0,0]
["10.1.6","25mm long x 34mm wide x 1.5mm thick heavy duty Stainless steel clip;  Stainless steel, to dwg:  D-DT-3110","ea",{"$f":"488+3*3","v":497},0,0]
["Sub-total",{"$nulls":3},{"$f":"A590","v":10.1},{"$f":"SUM(F591:F596)","v":0}]
[10.2,"Safe storage, handling and transport to peg of line and structure identification labels and accessories:- PART C3.3: Activity Stage 10.2"]
["10.2.1","Line designation labels - D-FS-10757 Sht. 2 ","ea",{"$f":"SUM(D591:D591)","v":2},0,{"$f":"D599*E599","v":0}]
["10.2.2","Structure identification labels - D-FS-10757 Sht. 1","ea",{"$f":"D592","v":161},0,{"$f":"D600*E600","v":0}]
["10.2.3","Phase disc labels \"RED; WHITE; BLUE\" - \nD-FS-10757 Sht. 3","ea",{"$f":"D593*3","v":6},0,{"$f":"D601*E601","v":0}]
["10.2.4","Line crossing labels - D-FS-10757 Sht. 4","set",{"$f":"D594","v":0},0,{"$f":"D602*E602","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A598","v":10.2},{"$f":"SUM(F599:F602)","v":0}]
[10.3,"Safe handling and complete installation of power line and structure identification labels:- \nPART C3.3: Activity Stage 10.3"]
["10.3.1","Line designation labels","ea",{"$f":"D599","v":2},0,{"$f":"D605*E605","v":0}]
["10.3.2","Structure identification labels","ea",{"$f":"D600","v":161},0,{"$f":"D606*E606","v":0}]
["10.3.3","Phase disc labels","ea",{"$f":"D601","v":6},0,{"$f":"D607*E607","v":0}]
["10.3.4","Line crossing labels","ea",{"$f":"D602","v":0},0,{"$f":"D608*E608","v":0}]
["Sub-total",{"$nulls":3},{"$f":"A604","v":10.3},{"$f":"SUM(F605:F608)","v":0}]
["TOTAL Activity Stage 10 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F597,F603,F609)","v":0}]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 11:   Dismantling and removal of existing 88kV line"]
[11.1,"Decommissioning existing line and disconnecting of closing spans - PART C3.3: Activity Stage 11.1"]
["11.1.1","Disconnect, dismantle and remove at Melkspruit DS the phase conductor and shield wire between the Gantry and the terminal structure","sum",1,0,{"$f":"D615*E615","v":0}]
["11.1.2","Disconnect, dismantle and remove at Rouxville SS the phase conductor and shield wire between the Gantry and the terminal structure","sum",1,0,{"$f":"D616*E616","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A614","v":11.1},{"$f":"SUM(F615:F616)","v":0}]
[11.2,"Dismantle, cut, bundle, transport and stockpile of phase conductor, shield wire, stay assemblies, insulators & hardware  - PART C3.3: Activity Stage 11.2 (All items are subjected to re-measurement, based on measured final quantities):"]
["11.2.1","“Rabbit\" ACSR phase conductor","m",{"$f":"37000*1.025*3","v":{"v":113775,"d":"113 775"}},0,{"$f":"D619*E619","v":0}]
["11.2.2","3/3.35mm Galvanised steel shield wire","m",{"$f":"37000*1.025*2","v":{"v":75850,"d":"75 850"}},0,{"$f":"D620*E620","v":0}]
["11.2.3","19/2.65 mm Galvanised steel stay wire","m",{"$f":"D626*15","v":{"v":2715,"d":"2 715"}},0,{"$f":"D621*E621","v":0}]
["11.2.4","Hardware & Glass Disc Insulators suspension assemblies – Mass = ±17,5kg/assembly","ea",{"$f":"(199-36)*3","v":489},0,0]
["11.2.5","Hardware & Glass Disc Insulators strain assemblies – Mass = ±19,5kg/assembly","ea",{"$f":"36*6","v":216},0,0]
["11.2.6","Shield wire suspension assemblies – Mass = ±0,5kg/assembly","ea",{"$f":"(199-36)*2","v":326},0,0]
["11.2.7","Shield wire strain assemblies – Mass = ±1,25kg/assembly","ea",{"$f":"36*4","v":144},0,0]
["11.2.8","Under-ground stay assemblies – Mass = ±5,5kg/assembly","ea",{"$f":"ROUNDUP((36*4+5*4)*1.1,0)","v":181},0,0]
["SUB-TOTAL",{"$nulls":3},{"$f":"A618","v":11.2},{"$f":"SUM(F619:F626)","v":0}]
[11.3,"Complete dismantling and removal of existing power line structures:  - PART C3.3: Activity Stage 11.3 (All items are subjected to re-measurement, based on measured final quantities)"]
["11.3.1","Minimum excavations around structure legs and underground stay assemblies - PART C3.3: Activity Stage 11.3 (All items are subjected to re-measurement, based on measured final quantities)"]
[null,"a) Wooden 5-pole or H-pole structure legs","m3",{"$f":"199*1.25*1.25*1*2","v":{"v":621.875,"d":"621.88"}},0,{"$f":"D630*E630","v":0}]
[null,"b) Mono-pole structure","m3",{"$f":"1*1.25*1.25*1.5","v":{"v":2.34375,"d":"2.34"}},0,{"$f":"D631*E631","v":0}]
[null,"c) Under-ground stay rods","m3",{"$f":"D626*0.65*0.65*1.5","v":{"v":114.70875000000001,"d":"114.71"}},0,{"$f":"D632*E632","v":0}]
["Sub-Total",{"$nulls":3},{"$f":"A629","v":"11.3.1"},{"$f":"SUM(F630:F632)","v":0}]
["11.3.2","Wooden 5-Pole suspension/strain structures, complete with  cross-arms","ea",{"$f":"199-D635-D636-D637","v":168},0,{"$f":"D634*E634","v":0}]
["11.3.3","Wooden H-Pole suspension structures, complete with  cross-arms","ea",25,0,{"$f":"D635*E635","v":0}]
["11.3.4","Wooden 3-Pole strain structures, complete with  cross-arms","ea",5,0,{"$f":"D636*E636","v":0}]
["11.3.5","Mono-pole steel strain structure, complete","ea",1,0,{"$f":"D637*E637","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A628","v":11.3},{"$f":"SUM(F634:F637)+F633","v":0}]
[11.4,"Transport (Including load & off-load) of all dismantled power line structures, structure members and line material to a bulk stock-pile site - PART C3.3: Activity Stage 11.4 (All items are subjected to re-measurement, based on measured final quantities)"]
["11.4.1","Wooden 5-pole, H-pole and 3-pole strain & suspension structures, complete with cross-arms","ton",{"$f":"1.8*D634+D635*1.15+D636*1.66","v":{"v":339.45000000000005,"d":"339.45"}},0,{"$f":"D640*E640","v":0}]
["11.4.2","Mono-Pole steel strain  structures","ton",{"$f":"(((2*650)+225)/1000)*D635","v":{"v":38.125,"d":"38.13"}},0,{"$f":"D641*E641","v":0}]
["11.4.3","“Rabbit\" ACSR phase conductor","ton",{"$f":"D619*0.214/1000","v":{"v":24.347849999999998,"d":"24.35"}},0,{"$f":"D642*E642","v":0}]
["11.4.4","7/2.65mm Galvanised steel shield wire","ton",{"$f":"D620*0.308/1000","v":{"v":23.3618,"d":"23.36"}},0,{"$f":"D643*E643","v":0}]
["11.4.5","19/2.65 mm Galvanised steel stay wire","ton",{"$f":"D621*0.826/1000","v":{"v":2.24259,"d":"2.24"}},0,0]
["11.4.6","Hardware & Glass Disc Insulators suspension assemblies – Mass = ±17,5kg/assembly","ton",{"$f":"(D622*(17.5))/1000","v":{"v":8.5575,"d":"8.56"}},0,0]
["11.4.7","Hardware & Glass Disc Insulators strain assemblies – Mass = ±19,5kg/assembly","ton",{"$f":"(D623*(19.5))/1000","v":{"v":4.212,"d":"4.21"}},0,0]
["11.4.8","Shield wire suspension assemblies – Mass = ±0,5kg/assembly","ton",{"$f":"(D624*(0.5))/1000","v":{"v":0.163,"d":"0.16"}},0,0]
["11.4.9","Shield wire strain assemblies – Mass = ±1,25kg/assembly","ton",{"$f":"(D625*(1.25))/1000","v":0.18},0,0]
["11.4.10","Under-ground stay assemblies – Mass = ±5,5kg/assembly","ton",{"$f":"(D626*(5.5))/1000","v":{"v":0.9955,"d":"1.00"}},0,0]
["SUB-TOTAL",{"$nulls":3},{"$f":"A639","v":11.4},{"$f":"SUM(F640:F649)","v":0}]
[11.5,"Re-instate all existing structure sites - PART C3.3: Activity Stage 11.5 (All items are subjected to re-measurement, based on measured final quantities)"]
["11.5.1","Import top soil for structure leg excavation backfilling ","m³",{"$f":"SUM(D630:D631)*0.1","v":{"v":62.421875,"d":"62.42"}},0,{"$f":"D652*E652","v":0}]
["11.5.2","Backfill and compact structure leg excavations with imported backfill material","m³",{"$f":"D652","v":{"v":62.421875,"d":"62.42"}},0,{"$f":"D653*E653","v":0}]
["11.5.3","Backfill and compact structure leg and stay excavations with in-situ excavated material","m³",{"$f":"SUM(D630:D632)-D653","v":{"v":676.505625,"d":"676.51"}},0,{"$f":"D654*E654","v":0}]
["11.5.4","Complete re-instatement of dismantled structure sites","ea",{"$f":"SUM(D634:D637)","v":199},0,{"$f":"D655*E655","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A651","v":11.5},{"$f":"SUM(F652:F655)","v":0}]
["TOTAL Activity Stage 11 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F617,F627,F638,F650,F656)","v":0}]
[null,null,"TOTALS"]
["ITEM","ACTIVITY DESCRIPTION","UNIT","QTY","RATE PRICE","TENDER PRICE"]
["Activity Stage 12:   Taking over of the Works and Clearance of site"]
[12.1,"Re-instate entire construction site:-  PART C3.3: Activity Stage 12.1"]
["12.1.1","Complete re-instatement of all new structure sites, which includes removal from site of all rubbish, conductor off-cuts, excess construction material and excavated material to be spoiled, to a pre-approved dumping site","ea",{"$f":"158+3","v":161},0,{"$f":"D662*E662","v":0}]
["12.1.2","Closure of all temporary construction roads, where required and providing of erosion protection measures as instructed by the Clerk of Works","sum",1,0,{"$f":"D663*E663","v":0}]
["12.1.3","Ripping and re-instating cultivated lands that was compacted due to construction activities","sum",1,0,{"$f":"D664*E664","v":0}]
["12.1.4","Removal of all access indicators and notice boards","sum",1,0,{"$f":"D665*E665","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A661","v":12.1},{"$f":"SUM(F662:F665)","v":0}]
[12.2,"Final inspection of the line:-  PART C3.3: Activity Stage 13.2"]
["12.2.1","Conducting of pre-commissioning \"pole-to-pole\" final inspection, in conjunction with Project Engineer, Clerk of Works and Field Services Engineer","km",{"$f":"D551+D552+(D568+D570)/1000","v":{"v":38.4319,"d":"38.432"}},0,{"$f":"D668*E668","v":0}]
["12.2.2","Completion and submission of all \"Quality Inspection & Defect Correction\" sheets for 'Handing Over' documentation","sum",1,0,{"$f":"D669*E669","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A667","v":12.2},{"$f":"SUM(F668:F669)","v":0}]
[12.3,"Handing over, test & commissioning:- PART C3.3: Activity Stage 13.3"]
["12.3.1","Completion and submission of all \"Phase conductor jumper and Crossing clearance\" records","sum",1,0,{"$f":"D672*E672","v":0}]
["12.3.2","Completion and submission of all 'Handing Over' documentation","sum",1,0,{"$f":"D673*E673","v":0}]
["12.3.3","Assistance in test and commissioning of the power line","sum",1,0,{"$f":"D674*E674","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A671","v":12.3},{"$f":"SUM(F672:F674)","v":0}]
[12.4,"Submission of ''As Built' Information:- PART C3.3: Activity Stage 13.4"]
["12.4.1","Preparation of all \"As Built\" drawings and \"Line Data\" sheets","sum",1,0,{"$f":"D677*E677","v":0}]
["12.4.2","Completion and submission of  Four copies of a complete \"Line Inventory/Line Data\" of the new power line to the Employer, as specified in Activity Stage 12.4","sum",1,0,{"$f":"D678*E678","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A676","v":12.4},{"$f":"SUM(F677:F678)","v":0}]
[12.5,"Site clearance:- PART C3.3: Activity Stage 13.5"]
["12.5.1","Clearing of site, removal of site office, stores, rubbish, excess construction material and re-instatement of construction camp and material yard","sum",1,0,{"$f":"D681*E681","v":0}]
["12.5.2","Removal upon completion of all items established in terms of Activity Stage 1.4 and the making good and restoring of the site to the satisfaction of the Clerk of Works.","sum",1,0,{"$f":"D682*E682","v":0}]
["12.5.3","Removal of excess line material supplied by the Employer and return it to the nearest Eskom CNC at Zastron","sum",1,0,{"$f":"D683*E683","v":0}]
["SUB-TOTAL",{"$nulls":3},{"$f":"A680","v":12.5},{"$f":"SUM(F681:F683)","v":0}]
["TOTAL Activity Stage 12 CARRIED FORWARD TO SUMMARY",{"$nulls":4},{"$f":"SUM(F666,F670,F675,F679,F684)","v":0}]

{"sheet":"Summary-PART C5.2","index":1,"n_rows":18,"n_cols":2,"rows_kept":18,"merged":[[0,0,0,1],[1,0,1,1]]}
["PART C5.2: Schedule of Prices Summary"]
["SUMMARY"]
["ACTIVITY STAGE","TENDER PRICE"]
[{"$f":"'PART C5.1'!A14:F14","v":"Activity Stage 1:   Preliminary & General, Environmental, Health & Safety  and Site establishment"},{"$f":"'PART C5.1'!F114","v":0}]
[{"$f":"'PART C5.1'!A117:F117","v":"Activity Stage 2:   Survey activities"},{"$f":"'PART C5.1'!F127","v":0}]
[{"$f":"'PART C5.1'!A130:F130","v":"Activity Stage 3:   Establish construction access"},{"$f":"'PART C5.1'!F199","v":0}]
[{"$f":"'PART C5.1'!A202:F202","v":"Activity Stage 4:   Drilling/Excavating of holes for structure foundations and stays"},{"$f":"'PART C5.1'!F263","v":0}]
[{"$f":"'PART C5.1'!A266:F266","v":"Activity Stage 5:   Installation of power line structures"},{"$f":"'PART C5.1'!F398","v":0}]
[{"$f":"'PART C5.1'!A401:F401","v":"Activity Stage 6:   Power line earthing activities"},{"$f":"'PART C5.1'!F443","v":0}]
[{"$f":"'PART C5.1'!A446:F446","v":"Activity Stage 7:   Dressing of all structures"},{"$f":"'PART C5.1'!F496","v":0}]
[{"$f":"'PART C5.1'!A499:F499","v":"Activity Stage 8:   Stringing activities"},{"$f":"'PART C5.1'!F574","v":0}]
[{"$f":"'PART C5.1'!A577:F577","v":"Activity Stage 9:   OPGW Installation Activities"},{"$f":"'PART C5.1'!F586","v":0}]
[{"$f":"'PART C5.1'!A589:F589","v":"Activity Stage 10:   Power line labelling activities"},{"$f":"'PART C5.1'!F610","v":0}]
["Activity Stage 11: Dismantling of existing power line",{"$f":"'PART C5.1'!F657","v":0}]
[{"$f":"'PART C5.1'!A660:F660","v":"Activity Stage 12:   Taking over of the Works and Clearance of site"},{"$f":"'PART C5.1'!F685","v":0}]
["PROJECT TOTAL (Excluding VAT)",{"$f":"SUM(B4:B15)","v":0}]
["PROJECT TOTAL (15% VAT)",{"$f":"B16*0.15","v":0}]
["PROJECT TOTAL (Including VAT)",{"$f":"B16+B17","v":0}]