{"text_format":"3","workbook":"xlsx","n_sheets":24,"sheets":["COVER PAGE","Preamble to the BOQ","PACKAGE 3A","Sch 1 WP 3A P&Gs","Sch 2 WP 3A SHERQ","Sch 3 WP 3A Prov Sums","Sch 4 WP 3A Civil","Sch 5 WP 3A Pipelines","Sch 6 WP 3A - CP","Sch 7 WP 3A SED","Summary - W3A","PACKAGE 3B","Sch 1 WP 3B P&Gs","Sch 2 WP 3B SHERQ","Sch 3 WP 3B Prov Sums","Sch 4 WP 3B Automation","Sch 5 WP 3B Civil","Sch 6 WP 3B Electrical","Sch 7 WP 3B Mech","Sch 8 WP 3B Pipelines","Sch 9 WP 3B CP","Sch 10 WP 3B SED","Summary - W3B","Summary - W3"],"not_rendered":{"images":1,"external_links":6,"defined_names":274},"read":"whole","date_system":"1900"}

{"sheet":"COVER PAGE","index":0,"n_rows":23,"n_cols":4,"rows_kept":23,"merged":[[6,1,7,1],[17,2,18,6]]}
{"$rows_empty":11}
[{"$nulls":3},"BILL OF QUANTITIES"]
[]
[]
["DATE:"]
[]
[]
["PROJECT TITLE:",null,"PANFONTEIN PROJECTS PACKAGE 3 (3A AND 3B):\nWORK PACKAGE 3A - EARTHWORKS, PIPE LAYING, JACKING AND ASSOCIATED CIVIL WORKS FOR A 6020M X 626MM OD STEEL PIPELINE FROM VEREENIGING PUMPING STATION TO VAAL RIVER BRIDGE CROSSING IN MACCAUVLEI (SL1 PIPELINE)\nWORK PACKAGE 3B – DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)\n"]
[]
[]
["SAP PROJECT NUMBER:",null,null,"P.01665"]
[]
["CONTRACT NUMBER ",null,null,"RW10397155/22"]

{"sheet":"Preamble to the BOQ","index":1,"n_rows":21,"n_cols":1,"rows_kept":21}
["PREAMBLE: SCHEDULE OF PRICES"]
[]
["1.                  PREAMBLE TO BILL OF QUANTITIES"]
["1.1             The Bill of Quantities contains only brief descriptions to identify the salient items required and the Tenderer is referred to the Scope of Work, functional specifications, standard specifications and indicative drawings for the full requirements."]
["1.2             The prices and rates to be inserted in the Bills of Quantities are to be the full inclusive prices for the work described therein, noting the additional  requirement for Priced Schedules under item 1.12. The prices and rates shall cover all costs and expenses that may be required in and for the execution of the work described, and shall cover the cost of all general risks, liabilities, and obligations set forth or implied in the documents on which the tender is based, as well as overhead charges and profit. This shall include any documentation or attendance of mandatory safety induction and further compliance with the Employers Safety, Health, Environmental and Quality requirements. Reasonable prices shall be inserted, as these will be used as a basis for assessment of payment for additional work that may have to be carried out."]
["1.3             A price or rate is to be entered against each item in the Bills of Quantities, whether the quantities are stated or not. An item against which no price is entered will be considered to be covered by the other prices or rates in the Bills of Quantities. "]
["1.4             Except where rates only are required, insert all amounts to be included in the total tendered price in the \"Amount\" column and show the corresponding total tendered price."]
["1.5             The units of measurement described in the Bills of Quantities are in metric units."]
["1.6             Transfer the total from each section of the Bill of Quantities through to the Summary of Sections."]
["1.7             Transfer the total from each Summary of Sections through to the Summary of Bills."]
["1.8             Transfer the total from the Summary of Bills through to the Letter of Tender, as well as the Tender Summary Page."]
["1.9             The Tender shall be for the complete work including all design, temporary work, construction, installation, testing and equipment and the price shall be a total price. No financial adjustment will be made to the contract price due to any work covered by the specifications (including functional specifications, design procedure and standardized specifications) and as shown on the drawings being in excess of the quantity allowed by the Tenderer for such work in the tender."]
["1.10           The priced Bill of Quantities submitted by the successful tender shall only be used as a guide for interim valuations of work done and to value interim payment certificates."]
["1.11           The items included in Bills of Quantities are a guideline to the contractor.  It is the Contractor’s responsibility to thoroughly familiarise himself with all of the works information and specifications for this Contact so as to ascertain the scope and extent of the works and ensure that any items that are required to achieve the functional requirements of this Contract are included in the Bill of Quantities."]
["1.12           Tenderers shall submit complete and detailed Priced Schedules together with their tenders. These schedules shall be in support of and in addition to the Priced Bills of Quantities submitted under schedule of the tender document."]
["1.13           The level of detail required for the Priced Schedules shall be sufficient at least to reflect all items for which the Contractor is required to submit Technical Data Sheets (in terms of the requirements that are set out in the schedules in T2.2.10 or as stated elsewhere in the tender document and specifications). "]
["1.14           Where no requirement has been stated in the documentation for Technical Data Sheets, Tenderers shall provide for items as reflected in the “measurement and payment” clauses of the applicable standard specification (e.g. SABS 1200 series specifications)."]
[]
[]
["2.0 Disclaimer on Geotechnical lnformation"]
["The geotechnical report has been compiled to the best of the information available,variances msybe found in the geoelogical conditions of the pipeline route."]

{"sheet":"PACKAGE 3A","index":2,"n_rows":23,"n_cols":4,"rows_kept":23,"merged":[[6,1,7,1],[17,2,18,6]]}
{"$rows_empty":11}
[{"$nulls":3},"BILL OF QUANTITIES"]
[]
[]
["DATE:"]
[]
[]
["PROJECT TITLE:",null,"WORK PACKAGE 3A - EARTHWORKS, PIPE LAYING, JACKING AND ASSOCIATED CIVIL WORKS FOR A 6020M X 626MM OD STEEL PIPELINE FROM VEREENIGING PUMPING STATION TO VAAL RIVER BRIDGE CROSSING IN MACCAUVLEI (SL1 PIPELINE)\n"]
[]
[]
["SAP PROJECT NUMBER:",null,null,"P.01665"]
[]
["CONTRACT NUMBER ",null,null,"RW10397155/22"]

{"sheet":"Sch 1 WP 3A P&Gs","index":3,"n_rows":242,"n_cols":7,"rows_kept":242,"merged":[[8,1,9,1],[241,0,241,5]]}
[{"$nulls":6},"VG Sludge Pipeline"]
["Tender No.:",null,"RW10397155/22",{"$nulls":3},"Schedule 1 :  Preliminary and General Items"]
["Description:",null,"WP3A - Earthworks, pipe laying, jacking and associated civil works for a 6020m x 626mm OD",{"$nulls":3},"2021-10-01"]
[null,null,"steel pipeline from Vereeniging Pumping Station to Vaal River Bridge Crossing in Maccauvlei (SL1 Pipeline)"]
[]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
["No.","Refers",{"$nulls":3},"R ","R"]
[]
[null,"SABS 1200A","SCHEDULE 1: PRELIMINARY & GENERAL"]
[null,null,"FIXED CHARGES"]
[]
[1,"8.3.1","Contractual Requirements"]
[]
[1.1,null,"Contractual Requirements","Sum",1]
[]
[2,"8.3.2.1","Facilities for Engineer  (SABS 1200AB)"]
[]
[2.1,null,"Provision of Office for the Engineer's Representative as per PSAB 3.2, including toilet facilities as per PSAB 5.2","Sum",1]
[]
[2.2,null,"Carports"]
["2.2.1",null,"Minimun 2.5m wide covered Car ports at offices","No",4]
[]
[2.3,null,"Provision of survey equipment as per PSAB 4.2","Sum",1]
[]
[2.4,null,"Name Board as per Engineer's instruction, refer to Drawing.","No.",2]
[]
[2.5,null,"Provision of survey assistants as per PSAB 5.5","Sum",1]
[]
[3,null,"Facilities for Contractor"]
[]
[3.1,"8.3.2.2","Offices, storage sheds, fencing, workshops, laboratories, etc.","Sum",1]
[]
[3.2,"8.3.2.2","Ablution and latrine facilities","Sum",1]
[]
[3.3,"8.3.2.2","Tools and equipment","Sum",1]
[]
["3.4","8.3.2.2","Water supplies, electric power and communications","Sum",1]
[]
[3.5,"8.3.2.2","Dealing with water (See PS A 8.8.7 and refer Geotechnical Report)","Sum",1]
[]
["3.6","8.3.3","Other fixed charge obligations, including setting out of works, security of contractor's plant & personnel","Sum",1]
[]
[3.7,"8.3.4","Remove all site establishment on completion","Sum",1]
[]
[4,null,"Temporary Works"]
[]
[4.1,"8.2.1","Access to works including all temporary roads, excavations and ramps, etc.","Sum",1]
[]
[5,null,"Accommodation of traffic"]
[]
[5.1,"PSA 8.8.2      ","Supply, operate, maintain and remove of traffic control devices, road signs, barricades, warning signs, including signs for construction vehicles and road markings and accommodate traffic (See PSA 5.10 + PS9)","Sum",1]
[]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[6,"PSA 8.10","HIV / AIDS awareness"]
[]
[6.1,null,"Conduct HIV/AIDS awareness programme workshops on site for not less than 90% of the workers inclusive of all direct and indirect costs","Sum",1]
[]
["6.1.1",null,"Provide and maintain condom dispenser","Sum",1]
[]
["6.1.2",null,"Provide and maintain HIV/AIDS awareness posters","Sum",1]
[]
["6.1.3",null,"Provide information regarding voluntary testing of construction workers and counselling, support and care in a monthly report.","Sum",1]
[]
[7,null,"Quality Control"]
[]
[7.1,"PSA 8.10","Quality control and all activities necessary to comply with all requirements of the specified quality control system as per PS 5","Sum",1]
[]
[8,null,"High Voltage Safe Working Procedures"]
[]
[8.1,"PSA 8.10","Comply with Safe Working Procedures for pipeline construction within High Voltage Transmission Lines Servitude (See TS041 in Specification Rand Water Cathodic Protection System Technical Specification) for the duration of the constuction period","Sum",1]
[]
[9,null,"Compilation of As Built drawings/ information"]
[]
[9.1,"PSA 8.16","The provision of detailed as-built drawings of the completed works at end of contract with all information combined as one package as per TS 2.34","Sum",1]
[]
[null,null,"Access to spoil sites"]
[]
[1.1,"PSA 8.10","The identification of spoil sites for the disposal of unsuitable or surplus excavation materials, negotiations and agreement with relevant owners and/or authorities and the provision of access to designated spoil sites as per PS 17","Sum",1]
[]
[11,null,"Service Detection as per TS4.3"]
[]
[11.1,"PSA 8.10","Undergound service detection by nominated specialist","Sum",1]
{"$rows_empty":15}
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[null,"SABS 1200A","TIME RELATED ITEMS"]
[]
[1,"8.4.1","Contractual Requirements"]
[]
[1.1,null,"Contractual Requirements","Month",18]
[]
[2,"8.4.2.1","Operate and maintain facilities: Facilities for Engineer for duration of contract (SABS 1200AB)"]
[]
[2.1,null,"Provision of office for the Engineer's representative, incl. toilet facilities as per PSAB 3.2 and PSAB 5.2","Month",18]
[]
[2.2,null,"Provision of survey equipment as per PSAB 4.2","Month",18]
[]
[2.3,null,"Name Board as per Engineer's instruction","Month",18]
[]
[2.4,null,"Provision of survey assistants as per PSAB 5.5","Month",18]
[]
[2.5,null,"Provision of data and network connection  as per PSAB 4.1","Month",18]
[]
[3,null,"Operate and maintain facilities: Facilities for Contractor for duration of contract"]
[]
[3.1,"8.4.2.2","Offices, storage sheds, fencing, workshops, laboratories, etc.","Month",18]
[]
[3.2,"8.4.2.2","Ablution and latrine facilities","Month",18]
[]
["3.3","8.4.2.2","Tools and equipment","Month",18]
[]
["3.4","8.4.2.2","Water supplies, electric power and communications","Month",18]
[]
[3.5,"8.4.2.2","Dealing with water (See PS A 8.8.7 and refer Geotechnical Report)","Month",18]
[]
[3.6,"8.4.3","Supervision for duration of construction","Month",18]
[]
[3.7,"8.4.4","Company and head office overhead costs","Month",18]
[]
[3.8,"8.4.5","Other time related charges, including security of contractor's plant & personnel","Month",18]
[]
[4,null,"Temporary Works"]
[]
[4.1,"8.2.1","Access to works including all temporary roads, excavations and ramps, etc.","Month",18]
[]
[5,null,"Accommodation of traffic"]
[]
[5.1,"PSA 8.8.2      ","Supply, operate, maintain and remove traffic control devices, road signs, barricades, warning signs, including signs for construction vehicles and road markings (See PSA5-10) and accommodate traffic","Month",18]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[6,null,"Protection of Railway Line"]
[]
[6.1,"PSA 8.8.3      ","Protection of the Railway Line (See PSA5-11) ","Sum",1]
[]
[7,"8.8.4","Obtain permission, fulfill requirements and maintain facilities to cross, work parallel to or in road surface and to accomodate safe traffic access to various roads: "]
[]
[7.1,null,"Major roads"," Sum",1]
[]
[7.2,null,"Minor roads"," Sum",1]
[]
[8,null,"Obtain permissions, fulfill requirements and maintain protection to cross or work parallel to various existing services:",{"$nulls":3},{"$f":"IF(F163=\"-\",\"Rate Only\",IF(F163=\"\",\"\",ROUND($F163*F163,2)))","v":""}]
[{"$nulls":6},""]
[8.1,null,"Streams and water courses"," Sum",1,null,""]
[{"$nulls":6},""]
[8.2,null,"Fences, cables, boreholes, waterpipes, sewers, drains, pipes etc"," Sum",1,null,""]
[{"$nulls":6},""]
[8.3,null,"Overhead powerlines and underground earth straps and cables"," Sum",1,null,""]
[{"$nulls":6},""]
[8.4,null,"Overhead telephone lines and undergroung connections"," Sum",1,null,""]
[{"$nulls":6},""]
[8.5,null,"Rand Water's mains"," Sum",1,null,""]
[{"$nulls":6},""]
[8.6,null,"Gas pipelines"," Sum",1,null,""]
[]
[8.7,"8.8.4.a","Existing services:"]
[]
["8.7.1",null,"Supply or hire specialist equipment for the detection of underground services "," Sum",1]
[]
["8.7.2",null,"The use of equipment referred to in item (a) above "," Sum",1]
[]
["8.7.3",null,"Excavation by hand in soft material to expose services  ","m3",110]
[]
["8.7.4",null,"Temporary protection"," Sum",1]
[]
[9,null,"HIV / AIDS awareness"]
[]
[9.1,"PSA 8.10","Conduct HIV/AIDS awareness programme workshops on site for not less than 90% of the workers inclusive of all direct and indirect costs","Month",18]
[]
["9.1.1","PSA 8.10","Provide and maintain condom dispenser","Month",18]
[]
["9.1.2","PSA 8.10","Provide and maintain HIV/AIDS awareness posters","Month",18]
[]
["9.1.3","PSA 8.10","Provide information regarding voluntary testing of construction workers and counselling, support and care in a monthly report.","Month",18]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[10,null,"Quality Control"]
[]
[10.1,"PS A 8.10","Quality control and all activities necessary to comply with all requirements of the specified quality control system as per PS 5","Month",18]
[]
[11,null,"High Voltage Safe Working Procedures"]
[]
[11.1,"PSA 8.10","Comply with Safe Working Procedures for pipeline construction within High Voltage Transmission Lines Servitude (See TS041 in Specification Rand Water Cathodic Protection System Technical Specification) for the duration of the constuction period","Sum",1]
[]
["13",null,"Moving of equipment over road crossings and railway lines"]
[]
["13.1","PSA 8.8.9","Spread layer of spoil 300 mm thick over road surfaces and remove when pipe installation has been completed","Sum",1]
[null," "]
["14","PSA 8.8.11","Standing time costs","Days",30]
[]
["15","PSA 8.8.10","Protection of the Works","Sum",1]
[]
["16",null,"As Built"]
[]
["16.1","PSA 8.16","The provision of detailed as-built drawings of the completed works with every certificate submitted as per TS 2.34 including photographic evidence","Sum",1]
[]
["17",null,"Service Detection"]
[]
["17.1","PSA 8.10","Provision for service detection before excavation during the construction to eliminate service disruption","Sum ",1]
{"$rows_empty":19}
["SCHEDULE 1 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 2 WP 3A SHERQ","index":4,"n_rows":160,"n_cols":7,"rows_kept":160,"merged":[[53,3,53,5],[69,7,73,9],[159,0,159,5]]}
[{"$nulls":6},{"$f":"'Sch 1 WP 3A P&Gs'!G1","v":"VG Sludge Pipeline"}]
["Contract No.:",null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$2","v":"RW10397155/22"},{"$nulls":3},"Schedule 2:  SHERQ"]
["Description:",null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$3","v":"WP3A - Earthworks, pipe laying, jacking and associated civil works for a 6020m x 626mm OD"},{"$nulls":3},{"$f":"'Sch 1 WP 3A P&Gs'!G3","v":"2021-10-01"}]
[null,null,{"$f":"'Sch 1 WP 3A P&Gs'!C4","v":"steel pipeline from Vereeniging Pumping Station to Vaal River Bridge Crossing in Maccauvlei (SL1 Pipeline)"}]
[]
["Item ","Payment","Description","Unit","Qty","Rate","Amount"]
["No.","Refers"]
[null,"PSA 8.11","SHCEDULE 2: OCCUPATIONAL HEALTH, SAFETY AND QUALITY (SHERQ)"]
[]
[null,null,"Occupational Health and Safety"]
[]
[1.1,"2.4 & 2.5.","Preparation of the Contractor's site specific Health and Safety Plan","lump sum",1]
[]
[1.2,3.2,"Principal Contractor's initial obligations in respect of the Occupational Health and Safety Act and Construction Regulations","lump sum",1]
[]
[1.3,4,"Principal Contractor's time related obligations in respect of the Occupational Health and Safety Act and Construction Regulations","  month",18]
[]
[1.4,"10.d","Provision of Personal Protective Equipment (PPE)","lump sum",1]
[]
[1.5,"3.2.1","Provision of a full-time Construction Health and Safety Officer"," month",18]
[]
[1.6,15,"Cost of medical certificates and medical surveillance"]
[]
[null,15,"(a) Initial (baseline) medical examinations","lump sum",1]
[]
[null,15,"(b) Periodic  examinations","lump sum",1]
[]
[null,15,"(c)Exit examinations","lump sum",1]
[]
[1.7,9.3,"Induction training","lump sum",1]
[]
[1.8,16,"Provision of First Aid Boxes to GSR requirements and other emergency safety equipment such as fire extinguishers.","lump sum",1]
[]
[1.9,"24 C09","Transportation of Workers","lump sum",1]
[]
[1.1,11,"Welfare Facilities","lump sum",1]
[]
[1.11,14,"Occupational Hygiene Surveys","lump sum",1]
[]
[1.12,10,"Training","lump sum",1]
[]
[1.13,"Part B (Annexure 11.1)","Security requirements including the security risk assessment (before site establishment)","lump sum",1]
[]
[1.14,"24 C14, 7 ","Employee wellness programs","lump sum",1]
[]
[1.15,7,"Drug and Alcohol Testing, Policies and Procedures","lump sum",1]
[]
[1.16,"Part B 10 k","Barricading","lump sum",1]
[]
[1.17,"Part B 10 a ","Safety notices and signs","lump sum",1]
[]
["C1.18",8,"SHE  Incentives","lump sum",1]
[]
[1.19,"3.2.1 & 5C","COVID-19 Prevention and Management: The Engineer to advise at the relevant stage after award","PC SUM"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[1.2,"Part B 10n,6.6 ","Adequate ventilation and lighting during construction","lump sum",1]
[]
[1.21,2.9,"Submission of the Health and Safety File (hard and soft copies)","lump sum",1]
[]
[null,null,"Quality Control and Assurance "]
[]
[1," ","Preparation of the Contractor's Quality Management plan ","Sum",1]
[2,null,"Provision of all planned tests and inspections ","Sum",1]
[]
[3,null,"Provision of  Non destructive testing activities"]
[3.1,null,"Ultrasonic Testing ","Sum ",1]
[3.2,null,"Radiographic tests","Sum ",1]
[3.3,null,"Magnetic Particle Testing ","Sum ",1]
[3.4,null,"Guided Ultrasonic ","Sum ",1]
[3.5,null,"Phased Array test","Sum ",1]
[3.6,null,"Liquid Penetration ","Sum ",1]
[]
[4,null,"The contractor to provide the qualified welders ,where the welder fails to produce 100% pass rate re-qualification should be conducted Provision of welders qualification and re-qualification "]
[]
[5,null,"Provision of welding /Coating inspector ","Sum",1]
[]
[6,null,"Provision of other quality assurance tests as per the Engineer request ","Provisional Sum",1,"150 000",{"v":150000,"d":"150,000.00"}]
[]
[7,null,"Document Management ( Data Pack ) ","Sum",1]
{"$rows_empty":10}
[null,"Carried Forward "]
[null,"Brought Forward"]
[null,"PSA 8.3.14 & PSA 8.12","ENVIRONMENT"]
[]
[1,9.1,"Administrative requirements as per environmental specification.                                             • Understanding of compliance\n• Preparation of environmental file and work program approval.\n• Preparations of method statements (management of all waste, Keeping the site clean and weed free, final clean up of site and campsite). \n• Maintaining of auditing of site compliances\n• Reporting of environmental incidence\n• Signing off of work for payment \n• Emergency preparedness retainement for external services\n• Programme scheduling details of administrative matters:\n","Sum",1]
[]
[2,9.2,"Emergency preparedness funding"]
[null,null,"a)          Provision for bee, snake and other fauna removal","Sum",1]
[null,null,"b)          Provision for hydrocarbon spillages that require intervention from professional clean up provider"]
[null,null,"c)           Provision to clean up sewage spillages"]
[null,null,"d)          Equipment for fire fighting"]
[null,null,"e)          Call out of fire department"]
[]
[3,"9.1.4","Environmental awareness and training "]
[null,null,"The rate for this item shall include costs for inductions and environmental awareness and training","Sum",1]
[]
[4,9.2,"Social integration of the project to the public "]
[null,null,"The rate for this item shall include costs for establishment of construction campsite and working areas","Sum",1]
[]
[5,9.3,"Establishment of site camp and works area.","Sum",1]
[null,null,"Signage The rate for this item must cover all expenses incurred in preparing signage at the entrance of the site offices indicating the following information "]
[null,null,"·        The contractor’s contact numbers"]
[null,null,"·        ECO details "]
[null,null,"·        Emergency numbers and provision for: – snake removal, bee removal, fire, large hydrocarbon spillages, sewerage spillages"]
[null,null,"Signage measuring a minimum of 30mmx30mm must also be made available for no go areas."]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[6,"9.3.4 to 9.3.4.2","Barricading and demarcation"]
[null,null,"a.      Screening for unsightly works","Sum",1]
[null,null,"b.     Clear demarcating of the working foot print"]
[null,null,"c.      Barricading of sensitive no go areas"]
[]
[7,"9.4 to 9.4.6","Pollution prevention and preservation of environmental resources "]
[8,null,"The rate for this item shall include costs for  pollution prevention and preservation of environmental resources","Sum",1]
[9,null,"a) Cleaning the site of litter and rubble","Sum",1]
[10,null,"b)Weed control on site","Sum",1]
[11,null,"C)          Waste bins and receptacles that comply with the waste clauses of the Environmental specification.","Sum",1]
[12,null,"c)  Appropriate skips for waste separation","Sum",1]
[13,null,"d)General waste Waste removal","Sum",1]
[14,null,"e)Hazardous waste Waste removal","Sum",1]
[15,null,"f)Recycled waste management  Waste removal","Sum",1]
[16,null,"g) Spillage kits to clean up spillages  ","Sum",1]
[16,null,"h) Hard impervious surfaces for storage of chemicals","Sum",1]
[17,null,"i)Bunding facility for hazardous products","Sum",1]
[18,null,"J)          Labelled containers for decanting of liquids","Sum",1]
[19,null,"K) Drip trays for all vehicles staying on site over night","Sum",1]
[]
[null,9.5,"Preservation of the environment: fauna ,flora, scenic value,  Archaeological artefacts"]
[20,"9.5.3","Erosion control and silt management The amount shall represent the costs associated with the practice of preventing or controlling wind or water erosion during construction. The erosion control measures must effectively prevent water pollution, soil loss, wildlife habitat loss and human property loss.  The rate shall also include the costs of silt control where devices shall be designed to keep eroded soil on a construction site, so that it does not wash off and cause water pollution to a nearby stream, river, lake, or dam.","Lump Sum",1]
[]
[21,null,"Final clean up and rehabilitation of the construction camp to the state in which it was prior to comencement of work","Lump Sum",1]
[22,null,"Appointment of an environmental officer fot the duration of the work","Sum",1]
[]
[23,"PSA 8.3.14","HERITAGE IMPACT STUDY UPDATE"]
[23.1,null,"Updating the Heritage Impact Assessment study conducted in 2016, for submission to the competent authority. ","Prov Sum",1,{"v":15000,"d":"15,000.00"},{"$f":"F150","v":{"v":15000,"d":"15,000.00"}}]
[23.2,null,"Conducting full public participartion (As per NEMA requirements including site notices, placement of newspaper advert, Background information documents)   ","Prov Sum",1,{"v":50000,"d":"50,000.00"},{"$f":"F151","v":{"v":50000,"d":"50,000.00"}}]
[23.3,null,"Submission of updated study to the competent Authority","Prov Sum",1,{"v":2500,"d":"2,500.00"},{"$f":"F152","v":{"v":2500,"d":"2,500.00"}}]
[23.4,null,"Notification of the IAPs of the HIA ROD.","Prov Sum",1,{"v":2500,"d":"2,500.00"},{"$f":"F153","v":{"v":2500,"d":"2,500.00"}}]
[23.5,null,"Contractors mark-up on Item 23","%"]
[]
[]
[]
[]
[]
["SCHEDULE 2 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 3 WP 3A Prov Sums","index":5,"n_rows":256,"n_cols":7,"rows_kept":256,"merged":[[255,0,255,5]]}
[{"$nulls":6},{"$f":"'Sch 1 WP 3A P&Gs'!G1","v":"VG Sludge Pipeline"}]
["Contract No.:",null,{"$f":"'Sch 1 WP 3A P&Gs'!C2","v":"RW10397155/22"},{"$nulls":3},"Schedule 3:  Provisional Sums"]
["Description:",null,{"$f":"'Sch 1 WP 3A P&Gs'!C3","v":"WP3A - Earthworks, pipe laying, jacking and associated civil works for a 6020m x 626mm OD"},{"$nulls":3},{"$f":"'Sch 1 WP 3A P&Gs'!G3","v":"2021-10-01"}]
[null,null,{"$f":"'Sch 1 WP 3A P&Gs'!C4","v":"steel pipeline from Vereeniging Pumping Station to Vaal River Bridge Crossing in Maccauvlei (SL1 Pipeline)"}]
[]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
["No.","Refers"]
[]
[null,"SABS 1200A","SCHEDULE 3: PROVISIONAL SUMS, PRIME COSTS AND OTHER COSTS"]
[]
[1,"SABS","Provisional Sums allowed for by the Client"]
[null,"1200A"]
[1.1,null,"Relocation of existing services"]
[]
[1.2,"8.5 (b)(1)","Provisional sum for the relocation of existing services (water mains, overhead or underground electrical, etc) by services utilities","Prov. Sum",1,{"v":500000,"d":"500,000.00"},{"v":500000,"d":"500,000.00"}]
[]
[1.3,"8.5 (b)(2)","Contractors mark-up on above item","%"]
[]
[2,null,"Additional surveys"]
[]
[2.1,"8.5 (b)(1)","Additional topographical surveys and underground service detection by nominated specialist as ordered by Engineer","Prov. Sum",1,{"v":250000,"d":"250,000.00"},{"$f":"F21*E21","v":{"v":250000,"d":"250,000.00"}}]
[]
[2.2,"8.5 (b)(2)","Contractors mark-up on above item","%"]
[]
[3,null,"Office equipment"]
[]
[3.1,"8.5 (a)","Provisional Sum for supply of office equipment for Engineer's Representative Offices not included under Item 2 of Section 1 of Bill of Quantties","Prov. Sum",1,{"v":20000,"d":"20,000.00"},{"$f":"F27*E27","v":{"v":20000,"d":"20,000.00"}}]
[]
[3.2,"8.5 (b)(2)","Contractors mark-up on above item","%"]
[]
[4,null,"Additional geotechnical investigations"]
[]
[4.4,"8.5 (b)(1)","Provisional sum for additional geotechnical investigations and appointment of professional for design of shoring/battering methods for excavation and jacking pits including grading analysis, Compactibility tests, etc. by nominated specialists, where ordered by the Engineer.","Prov. Sum",1,{"v":250000,"d":"250,000.00"},{"$f":"F33*E33","v":{"v":250000,"d":"250,000.00"}}]
[]
[4.2,"8.5 (b)(2)","Contractors mark-up on above item","%"]
[]
[5,null,"Additional non-destructive pipeline testing"]
[]
[5.1,"8.5 (b)(1)","Provisional sum for additional non-destructive pipeline testing as directed by Engineer ","Prov. Sum",1,{"v":100000,"d":"100,000.00"},{"$f":"F39*E39","v":{"v":100000,"d":"100,000.00"}}]
[]
[5.2,"8.5 (b)(2)","Contractors mark-up on above item","%"]
[]
[6,null,"Designer part time construction supervision"]
[]
[6.1,"PSA 8.10","Site Supervision by Designer Engineer as per ECSA for the duration of the contract","Prov. Sum",1,{"v":2903040,"d":"2,903,040.00"},{"v":2903040,"d":"2,903,040.00"}]
[]
[6.2,null,"Contractors mark-up on above item","%"]
[]
[6.3,"PSA 8.10","Provisional sum for additional design and works as directed by the Engineer","Prov. Sum",1,{"v":2000000,"d":"2,000,000.00"},{"v":2000000,"d":"2,000,000.00"}]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["6.3.1",null,"Contractors mark-up on above item","%"]
[]
[7,"PSA 8.10","Repairs to damaged pipe coating, lining and flanges (not caused by contractor) as ordered by the Engineer","Prov. Sum",1,{"v":2000000,"d":"2,000,000.00"},{"$f":"F57*E57","v":{"v":2000000,"d":"2,000,000.00"}}]
[]
[7.1,null,"Contractors mark-up on above item","%"]
[]
[8,null,"Other costs"]
[]
[8.1,"PSA 8.8.8","Discontinue operations (where instructed by the Engineer due to lack of access) and transfer plant,equipement and labour"]
[]
["8.1.1",null,"Over a route distance not exceeding 2km ","No",2]
[]
["8.1.2","PSA 8.8.11","Standing time costs","Days",30]
[]
["8.1.3","PSA 8.8.12","Carry out operations in a confined and reduced working strip width","m",1000]
[]
[9,null,"Reinstatement of Existing roads"]
[]
[9.1,"PSA 8.10","Reinstatement of existing road as per Authorities or Road Owner or  Design requirements.","Prov. Sum",1,{"v":3600000,"d":"3,600,000.00"},{"$f":"F73*E73","v":{"v":3600000,"d":"3,600,000.00"}}]
[]
[9.2,null,"Contractors mark-up on above item","%"]
[]
[10,null,"Traffic Management Plan"]
[]
[10.1,"PSA 8.10","Provsional sum for preparation of and adherence to traffic Management Plan as directed by Engineer sum to include provision of traffic signs as per typical drawings","Prov. Sum",1,{"v":250000,"d":"250,000.00"},{"$f":"+F79","v":{"v":250000,"d":"250,000.00"}}]
[]
[10.2,null,"Contractors mark-up on above item","%"]
[]
[11,null,"Provisional Sums allowed for by the Contractor"]
[]
[11.1,null,"Inspection requirements"]
[]
["11.1.1","PSA 8.10","Allow Provisional Sum for the attendance of a RW official, or any person as designated by RW,  to travel to, inspect manufacturing and testing at the manufacturers premises, to include all travel, accommodation and incidental costs","Prov. Sum",1,{"v":250000,"d":"250,000.00"},{"$f":"F87*E87","v":{"v":250000,"d":"250,000.00"}}]
[]
["11.1.2",null,"Contractors mark-up on above item","%"]
[]
[12,null,"Radiographic/ Non-destructive testing"]
[]
[12.1,"TS1.16.15","Allow Provisional Sum for radiographic examination of circumferential welds by nominated Specialist as ordered by the Engineer","Prov. Sum",1,{"v":100000,"d":"100,000.00"},{"$f":"F93*E93","v":{"v":100000,"d":"100,000.00"}}]
[]
[12.2,null,"Contractors mark-up on above item","%"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[13,null,"DCVG surveys"]
[]
["13.1","TS1.16.21","Allow Provisional Sum for DCVG surveys by nominated Specialist as ordered by the Engineer","Prov. Sum",1,{"v":100000,"d":"100,000.00"},{"$f":"+F102","v":{"v":100000,"d":"100,000.00"}}]
[]
["13.2",null,"Contractors mark-up on above item","%"]
[]
["14","PSA 8.10","Engineer's Provision of Laboratory Equipment and for payment for Specilised Quality Assurance / Control Testing","Prov Sum",1,{"v":150000,"d":"150,000.00"},{"$f":"E106*F106","v":{"v":150000,"d":"150,000.00"}}]
[]
[14.1,null,"Contractors mark-up on above item","%"]
[]
[15,"PSA 8.10","Engineer's Provision for reinstatement headwalls ","Prov Sum",1,{"v":250000,"d":"250,000.00"},{"$f":"E110*F110","v":{"v":250000,"d":"250,000.00"}}]
[]
[15.1,null,"Contractors mark-up on above item","%"]
[]
[16,"PSA 8.10","Allow Provisional Sum for pipeline external condition assessment at tie-ins and pipe bridge crossing at Vaal River Bridge Crossing by nominated Specialist as ordered by the Engineer","Prov Sum",1,{"v":75000,"d":"75,000.00"},{"$f":"E114*F114","v":{"v":75000,"d":"75,000.00"}}]
[]
[16.1,null,"Contractors mark-up on above item","%"]
[]
[17,"PSA 8.10","Allow Provisional Sum for repair to pipework or structural work at Vaal River Bridge Crossing due to pipeline external condition assessment at tie-ins and pipe bridge crossing","Prov Sum",1,{"v":250000,"d":"250,000.00"},{"$f":"E118*F118","v":{"v":250000,"d":"250,000.00"}}]
[]
[17.1,null,"Contractors mark-up on above item","%"]
[]
["18",null,"Formalise Lands and Gardens"]
[]
["18.1","PSA 8.10","Formalise lands and gardens by nominated specialist where ordered by Engineer","Prov Sum",1,{"v":100000,"d":"100,000.00"},{"$f":"E124*F124","v":{"v":100000,"d":"100,000.00"}}]
[]
["18.2","PSA 8.10","Contractors mark-up on Item 12.1","%"]
{"$rows_empty":16}
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[null,"SANS","DAYWORKS"]
[null,"1200A"]
[1,8.7,"Labour by class"]
[]
[1.1,null,"Unskilled Labourers","hrs",250]
[]
[1.2,null,"Semi Skilled Labourers","hrs",100]
[]
["1.3",null,"Skilled labour","hrs",40]
[]
["2",8.7,"Labour by trade"]
[]
["2.1",null,"Construction Hand and Operator","hrs",100]
[]
["2.2",null,"Carpenter","hrs",25]
[]
["2.3",null,"Clerk","hrs",25]
[]
["2.4",null,"Artisans","hrs",50]
[]
["2.5",null,"Foreman","hrs",50]
[]
["2.6",null,"Gangers and Section Leaders","hrs",50]
[]
["2.7",null,"Steel fixer","hrs",25]
[]
["2.8",null,"Bricklayer or Plasterer","hrs",25]
[]
["2.9",null,"Welder","hrs",25]
[]
["3",8.7,"Materials"]
[]
["3.1",null,"Provisional sum for cost of material","Sum",1,{"v":150000,"d":"150,000.00"},{"v":150000,"d":"150,000.00"}]
[]
["3.2",null,"Contractors mark-up on material","%"]
[]
["4",8.7,"Plant"]
[]
[null,null,"Tenderers to insert the hire rate at which each item will be charged, which is to cover all relevant costs of plant hire, including operating crew"]
[]
[4.1,null,"Lowbed transport of plant to and from site","t.km",{"v":1000,"d":"1,000"}]
[]
[4.2,null,"Bulldozer and ripper (D6 or equivalent)","hrs",20]
[]
["4.3",null,"Grader (120G or equivalent)","hrs",20]
[]
[4.4,null,"Front end wheel loaders (Cat 950 or similar)","hrs",20]
[]
[]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[]
[4.5,null,"Back acting excavators (Hitachi EX200 or similar)","hrs",20]
[]
[4.6,null,"T L B","hrs",20]
[]
[4.7,null,"Tractors and drawn trailers and rollers","hrs",20]
[]
[4.8,null,"Compactors (D72Y or equivalent)","hrs",20]
[]
[4.9,null,"Compressors (250CFM or equivalent)","hrs",40]
[]
["4.10",null,"Trucks (7t or equivalent)","hrs",40]
[]
[4.11,null,"Tip Trucks (10t or equivalent)","hrs",40]
[]
[4.12,null,"Water Tanker","hrs",40]
[]
["4.13",null,"Plate Compactor","hrs",40]
[]
[4.14,null,"Light delivery vehicles (1t or equivalent)","km",3000]
[]
[4.15,null,"Site Boom","No.",1]
[]
[4.16,null,"Generator to suit the power requirements of the contractor's equipment.","No.",1]
{"$rows_empty":32}
["SCHEDULE 3 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 4 WP 3A Civil","index":6,"n_rows":503,"n_cols":7,"rows_kept":503,"merged":[[502,0,502,5]]}
[null,null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$1","v":0},{"$nulls":3},{"$f":"'Sch 1 WP 3A P&Gs'!G1","v":"VG Sludge Pipeline"}]
["Contract No.:",null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$2","v":"RW10397155/22"},{"$nulls":3},"Schedule 4: Civil"]
["Description:",null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$3","v":"WP3A - Earthworks, pipe laying, jacking and associated civil works for a 6020m x 626mm OD"},{"$nulls":3},{"$f":"'Sch 1 WP 3A P&Gs'!G3","v":"2021-10-01"}]
[null,null,{"$f":"'Sch 1 WP 3A P&Gs'!C4","v":"steel pipeline from Vereeniging Pumping Station to Vaal River Bridge Crossing in Maccauvlei (SL1 Pipeline)"}]
[]
["ITEM        NO","PAYMENT REFERS","SHORT DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
[null,null,"SCHEDULE 4: CIVIL- VALVE CHAMBERS"]
[]
[1.1,"SANS 1200 C","SECTION C: SITE CLEARANCE"]
[]
[null,null,"Clear and grub site and remove any obstruction that may occur.  Only areas indicated in writing by Engineer must be cleared:"]
[]
["1.1.1","8.2.1","Clear and grub site (and remove any obstruction that may occur. Only areas indicated in writing by the Engineer)"]
["1.1.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m2",31]
["1.1.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m2",31]
["1.1.1.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","m2",22]
["1.1.1.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","m2",22]
["1.1.1.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","m2",22]
["1.1.1.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","m2",22]
["1.1.1.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","m2",22]
["1.1.1.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","m2",22]
["1.1.1.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","m2",22]
["1.1.1.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","m2",22]
["1.1.1.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","m2",22]
["1.1.1.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","m2",22]
["1.1.1.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","m2",22]
["1.1.1.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","m2",22]
["1.1.1.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","m2",22]
[]
[]
[]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[1.2,"SABS      1200DA","SECTION DA: EARTHWORKS"]
[]
["1.2.1","8.3.2","Excavation"]
["1.2.1.1",null,"b) Excavate in all materials and use for embankment or backfill or dispose, as ordered "]
["1.2.1.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m3",89]
["1.2.1.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m3",104]
["1.2.1.1.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","m3",28]
["1.2.1.1.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","m3",57]
["1.2.1.1.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","m3",56]
["1.2.1.1.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","m3",37]
["1.2.1.1.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","m3",38]
["1.2.1.1.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","m3",25]
["1.2.1.1.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","m3",41]
["1.2.1.1.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","m3",29]
["1.2.1.1.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","m3",28]
["1.2.1.1.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","m3",45]
["1.2.1.1.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","m3",81]
["1.2.1.1.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","m3",51]
["1.2.1.1.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","m3",36]
[]
["1.2.2","8.3.4","Importing of material from commercial sources of from borrow pits"]
["1.2.2.1",null,"a) Importing of backfill G7 Material compacted in layers not exceeding 150mm in thickness compacted to 93% MOD AASHTO density at -1% to +2% OMC"]
["1.2.2.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m3",41]
["1.2.2.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m3",48]
["1.2.2.1.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","m3",11]
["1.2.2.1.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","m3",28]
["1.2.2.1.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","m3",28]
["1.2.2.1.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","m3",17]
["1.2.2.1.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","m3",18]
["1.2.2.1.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","m3",10]
["1.2.2.1.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","m3",19]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["1.2.2.1.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","m3",12]
["1.2.2.1.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","m3",12]
["1.2.2.1.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","m3",21]
["1.2.2.1.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","m3",42]
["1.2.2.1.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","m3",25]
["1.2.2.1.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","m3",16]
[]
["1.2.2.2",null,"b) G5 Material compacted in layers not exceeding 100 mm in thickness compacted to 95% MOD AASHTO density AT -1% to +2% OMC"]
["1.2.2.2.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m3",6]
["1.2.2.2.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m3",6]
["1.2.2.2.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","m3",7]
["1.2.2.2.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","m3",7]
["1.2.2.2.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","m3",7]
["1.2.2.2.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","m3",7]
["1.2.2.2.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","m3",7]
["1.2.2.2.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","m3",7]
["1.2.2.2.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","m3",7]
["1.2.2.2.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","m3",7]
["1.2.2.2.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","m3",7]
["1.2.2.2.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","m3",7]
["1.2.2.2.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","m3",7]
["1.2.2.2.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","m3",7]
["1.2.2.2.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","m3",7]
[]
["1.2.3","8.3.10","Topsoiling"]
["1.2.3.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m2",22]
["1.2.3.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m2",22]
["1.2.3.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","m2",17]
["1.2.3.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","m2",17]
["1.2.3.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","m2",17]
["1.2.3.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","m2",17]
["1.2.3.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","m2",17]
[null,"Carried Forward "]
[null,"Brought Forward"]
["1.2.3.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","m2",17]
["1.2.3.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","m2",17]
["1.2.3.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","m2",17]
["1.2.3.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","m2",17]
["1.2.3.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","m2",17]
["1.2.3.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","m2",17]
["1.2.3.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","m2",17]
["1.2.3.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","m2",17]
[]
["1.2.4",null,"Shoring of deep excavations "]
["1.2.4.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","Sum",1]
["1.2.4.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","Sum",1]
["1.2.4.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","Sum",1]
["1.2.4.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","Sum",1]
["1.2.4.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","Sum",1]
["1.2.4.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","Sum",1]
["1.2.4.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","Sum",1]
["1.2.4.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","Sum",1]
["1.2.4.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","Sum",1]
["1.2.4.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","Sum",1]
["1.2.4.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","Sum",1]
["1.2.4.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","Sum",1]
["1.2.4.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","Sum",1]
["1.2.4.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","Sum",1]
["1.2.4.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","Sum",1]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[1.3,"SABS\n1200GA","SECTION GA: CONCRETE (SMALL WORKS)"]
[]
["1.3.1","8.2","Scheduled Formwork Items"]
["1.3.1.1","8.2.2","Smooth Formwork"]
[null,null,"a) To sides of walls"]
["1.3.1.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m2",96]
["1.3.1.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m2",113]
[]
["1.3.1.2","8.2.3","Narrow widths"]
["1.3.1.2.1",null,"a) Sides of roof slab (250mm high)"]
["1.3.1.2.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m",12]
["1.3.1.2.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m",12]
[]
["1.3.1.2.2",null,"b) Sides of base slab (350mm high)"]
["1.3.1.2.2.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m",15]
["1.3.1.2.2.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m",15]
[]
["1.3.1.2.3",null,"c) Sides of base slab (200mm high)"]
["1.3.1.2.3.1",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.2",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.3",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.4",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.5",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.6",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.7",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.8",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.9",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.10",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.11",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.12",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","m",11]
["1.3.1.2.3.13",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","m",11]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["1.3.1.3","8.2.4","Box out Holes / Form Voids"]
["1.3.1.3.1",null,"a) Box out hole for 500mm x 500mm x 150mm (deep) sump"]
["1.3.1.3.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","No.",1]
["1.3.1.3.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","No.",1]
[]
["1.3.1.3.3",null,"b) Box out hole for 620mm x 620mm x 300mm (deep)"]
["1.3.1.3.3.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","No.",2]
["1.3.1.3.3.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","No.",2]
[]
["1.3.2","8.3","Scheduled Concrete Items"]
["1.3.2.1","8.3.1","Steel bars"]
["1.3.2.1.1",null,"a) Mild steel reinforcement"]
["1.3.2.1.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","kg",{"$f":"0.025*E186","v":{"v":143.75,"d":"144"}}]
["1.3.2.1.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","kg",{"$f":"0.025*E187","v":{"v":162.5,"d":"163"}}]
[]
["1.3.2.1.2",null,"b) High tensile steel reinforcement"]
["1.3.2.1.2.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","kg",{"$f":"250*(E229+E250)","v":{"v":5750,"d":"5,750"}}]
["1.3.2.1.2.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","kg",{"$f":"250*(E230+E251)","v":{"v":6500,"d":"6,500"}}]
[]
["1.3.2.1.3",null,"c) Mesh reinforcement"]
["1.3.2.1.3.1",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","m2",15]
["1.3.2.1.3.2",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","m2",15]
["1.3.2.1.3.3",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","m2",15]
["1.3.2.1.3.4",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","m2",15]
["1.3.2.1.3.5",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","m2",15]
["1.3.2.1.3.6",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","m2",15]
["1.3.2.1.3.7",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","m2",15]
["1.3.2.1.3.8",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","m2",15]
["1.3.2.1.3.9",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","m2",15]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["1.3.2.1.3.10",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","m2",15]
["1.3.2.1.3.11",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","m2",15]
["1.3.2.1.3.12",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","m2",15]
["1.3.2.1.3.13",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","m2",15]
[]
["1.3.3","8.4","Scheduled Concrete Items"]
["1.3.3.1","8.4.2","Blinding Layer in ….. Concrete"]
["1.3.3.1.1",null,"a) 50mm Class 15/19MPa Blinding Layer"]
["1.3.3.1.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m2",13]
["1.3.3.1.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m2",13]
["1.3.3.1.1.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","m2",8]
["1.3.3.1.1.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","m2",8]
[]
["1.3.3.2","8.4.3","Strength Concrete"]
["1.3.3.2.1",null,"a) Grade 35MPa/19mm"]
[null,null,"For base and walls."]
["1.3.3.2.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m3",20]
["1.3.3.2.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m3",23]
["1.3.3.2.1.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","m3",2]
["1.3.3.2.1.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","m3",2]
["1.3.3.2.1.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","m3",2]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["1.3.3.2.1.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","m3",2]
["1.3.3.2.1.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","m3",2]
["1.3.3.2.1.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","m3",2]
["1.3.3.2.1.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","m3",2]
["1.3.3.2.1.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","m3",2]
["1.3.3.2.1.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","m3",2]
["1.3.3.2.1.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","m3",2]
["1.3.3.2.1.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","m3",2]
["1.3.3.2.1.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","m3",2]
["1.3.3.2.1.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","m3",2]
[]
["1.3.3.2.2",null,"b) Grade 60MPa/19mm"]
[null,null,"For roof slab."]
["1.3.3.2.2.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m3",3]
["1.3.3.2.2.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m3",3]
[]
["1.3.3.3","8.4.4","Unformed surface finishes"]
["1.3.3.3.1",null,"Wood-floated finish to floor and roof slab"]
["1.3.3.3.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m2",22]
["1.3.3.3.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m2",22]
["1.3.3.3.1.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","m2",8]
["1.3.3.3.1.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","m2",8]
["1.3.3.3.1.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","m2",8]
["1.3.3.3.1.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","m2",8]
["1.3.3.3.1.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","m2",8]
["1.3.3.3.1.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","m2",8]
["1.3.3.3.1.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","m2",8]
["1.3.3.3.1.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","m2",8]
["1.3.3.3.1.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","m2",8]
["1.3.3.3.1.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","m2",8]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["1.3.3.3.1.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","m2",8]
["1.3.3.3.1.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","m2",8]
["1.3.3.3.1.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","m2",8]
[]
["1.3.4","8.8","Miscellaneous"]
["1.3.4.1",null,"Cast in PVC sleeves:"]
["1.3.4.1.1",null,"a) 110mm diameter x 300mm long including vermin proof mesh"]
["1.3.4.1.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","No.",4]
["1.3.4.1.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","No.",4]
[]
["1.3.4.1.2",null,"b) Cast in 200mm diameter x 280mm long PVC sleeves above valve caps"]
["1.3.4.1.2.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","No.",1]
["1.3.4.1.2.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","No.",1]
[]
["1.3.4.2",null,"Cast in standard Rand Water manhole frame and cover (supplied by Rand Water)"]
["1.3.4.2.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","No.",1]
["1.3.4.2.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","No.",1]
["1.3.4.2.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","No.",1]
["1.3.4.2.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","No.",1]
["1.3.4.2.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","No.",1]
["1.3.4.2.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","No.",1]
["1.3.4.2.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","No.",1]
["1.3.4.2.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","No.",1]
["1.3.4.2.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","No.",1]
["1.3.4.2.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","No.",1]
["1.3.4.2.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","No.",1]
["1.3.4.2.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","No.",1]
["1.3.4.2.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","No.",1]
["1.3.4.2.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","No.",1]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["1.3.4.2.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","No.",1]
[]
["1.3.4.3",null,"Supply and cast in standard Rand Water frame and sump cover (as per DGR No. A8879)"]
["1.3.4.3.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","No.",1]
["1.3.4.3.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","No.",1]
[]
["1.3.4.4",null,"Supply all materials and and install the Steel valve supports as detailed on Rand Water Detail Drg A12210:"]
["1.3.4.4.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","No.",2]
["1.3.4.4.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","No.",2]
[]
["1.3.4.5","Civil Tech. Spec - 1.112.7","Water tightness test of the concrete valve chamber"]
["1.3.4.5.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","Sum",1]
["1.3.4.5.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","Sum",1]
[]
["1.3.4.6",null,"Rigid polymer modified liquid waterproofing (Apply on both sides of the walls)"]
["1.3.4.6.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m2",{"$f":"+E140","v":96}]
["1.3.4.6.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m2",{"$f":"+E141","v":113}]
[]
["1.3.4.7",null,"Construction of 15MPa mass concrete platforms and external mass concrete access steps exclusive of handrails for the chamber (Refer to Drawing RA 27329)"]
["1.3.4.7.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m3",0.5]
["1.3.4.7.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m3",0.5]
["1.3.4.7.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","m3",{"v":1,"d":"1.0"}]
["1.3.4.7.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","m3",0.5]
["1.3.4.7.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","m3",0.5]
["1.3.4.7.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","m3",0.5]
["1.3.4.7.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","m3",0.5]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["1.3.4.7.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","m3",{"v":1,"d":"1.0"}]
["1.3.4.7.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","m3",{"v":1,"d":"1.0"}]
["1.3.4.7.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","m3",{"v":1,"d":"1.0"}]
["1.3.4.7.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","m3",{"v":1,"d":"1.0"}]
["1.3.4.7.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","m3",0.5]
["1.3.4.7.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","m3",0.5]
["1.3.4.7.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","m3",{"v":1,"d":"1.0"}]
["1.3.4.7.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","m3",0.5]
[]
[1.4,"SABS\n1200GE","SECTION GE: PRECAST CONCRETE (STRUCTURAL)"]
[]
["1.4.1","8.2","SCHEDULED ITEMS"]
[]
["1.4.1.1","8.2.1","Provide Structural Precast Units"]
["1.4.1.1.1",null,"a) Provide 2000x2000x500 mm high Precast Concrete  Chamber with 150mm thickness"]
["1.4.1.1.1.1",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","No.",5]
["1.4.1.1.1.2",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","No.",9]
["1.4.1.1.1.3",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","No.",9]
["1.4.1.1.1.4",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","No.",6]
["1.4.1.1.1.5",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","No.",6]
["1.4.1.1.1.6",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","No.",5]
["1.4.1.1.1.7",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","No.",7]
["1.4.1.1.1.8",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","No.",5]
["1.4.1.1.1.9",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","No.",5]
["1.4.1.1.1.10",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","No.",7]
["1.4.1.1.1.11",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","No.",13]
["1.4.1.1.1.12",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","No.",9]
["1.4.1.1.1.13",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","No.",6]
[]
["1.4.1.1.2",null,"b) Provide 2300x2300x150mm thick Precast Concrete  Roof Slab "]
["1.4.1.1.2.1",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","No.",1]
["1.4.1.1.2.2",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","No.",1]
["1.4.1.1.2.3",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","No.",1]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["1.4.1.1.2.4",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","No.",1]
["1.4.1.1.2.5",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","No.",1]
["1.4.1.1.2.6",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","No.",1]
["1.4.1.1.2.7",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","No.",1]
["1.4.1.1.2.8",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","No.",1]
["1.4.1.1.2.9",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","No.",1]
["1.4.1.1.2.10",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","No.",1]
["1.4.1.1.2.11",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","No.",1]
["1.4.1.1.2.12",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","No.",1]
["1.4.1.1.2.13",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","No.",1]
[]
["1.4.1.2","8.2.2","Erection of Structural Precast Units"]
["1.4.1.2.1",null,"a) Provide 2000x2000x500 mm high Precast Concrete  Chamber with 150mm thickness"]
["1.4.1.2.1.1",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","No.",{"$f":"+E347","v":5}]
["1.4.1.2.1.2",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","No.",9]
["1.4.1.2.1.3",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","No.",9]
["1.4.1.2.1.4",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","No.",6]
["1.4.1.2.1.5",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","No.",6]
["1.4.1.2.1.6",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","No.",5]
["1.4.1.2.1.7",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","No.",7]
["1.4.1.2.1.8",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","No.",5]
["1.4.1.2.1.9",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","No.",5]
["1.4.1.2.1.10",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","No.",7]
["1.4.1.2.1.11",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","No.",13]
["1.4.1.2.1.12",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","No.",9]
["1.4.1.2.1.13",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","No.",6]
[]
["1.4.1.2.2",null,"b) Provide 2300x2300x150mm thick Precast Concrete  Roof Slab "]
["1.4.1.2.2.1",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","No.",1]
["1.4.1.2.2.2",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","No.",1]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["1.4.1.2.2.3",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","No.",1]
["1.4.1.2.2.4",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","No.",1]
["1.4.1.2.2.5",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","No.",1]
["1.4.1.2.2.6",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","No.",1]
["1.4.1.2.2.7",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","No.",1]
["1.4.1.2.2.8",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","No.",1]
["1.4.1.2.2.9",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","No.",1]
["1.4.1.2.2.10",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","No.",1]
["1.4.1.2.2.11",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","No.",1]
["1.4.1.2.2.12",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","No.",1]
["1.4.1.2.2.13",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","No.",1]
[]
["1.4.1.3","8.2.5","Miscellaneous Built-In Metalwork"]
["1.4.1.3.1",null,"Access Step Irons"]
["1.4.1.3.1.1",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","No.",{"$f":"2*E381","v":10}]
["1.4.1.3.1.2",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","No.",{"$f":"2*E382","v":18}]
["1.4.1.3.1.3",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","No.",18]
["1.4.1.3.1.4",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","No.",12]
["1.4.1.3.1.5",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","No.",12]
["1.4.1.3.1.6",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","No.",10]
["1.4.1.3.1.7",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","No.",14]
["1.4.1.3.1.8",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","No.",10]
["1.4.1.3.1.9",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","No.",10]
["1.4.1.3.1.10",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","No.",14]
["1.4.1.3.1.11",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","No.",26]
["1.4.1.3.1.12",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","No.",18]
["1.4.1.3.1.13",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","No.",12]
{"$rows_empty":13}
[null,"Carried Forward "]
[null,"Brought Forward"]
[1.5,"SABS\n1200HA","SECTION HA: STRUCTURAL STEELWORK (SUNDRY ITEMS)"]
[]
["1.5.1","8.3","Scheduled Items"]
[]
["1.5.1.1","8.3.1","Structural Steel"]
["1.5.1.1.1",null,"a) Structural steel frame for the access steel platform (as per DRG No. RA26695)"]
["1.5.1.1.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","t",0.25]
["1.5.1.1.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","t",0.25]
[]
["1.5.1.2","8.3.2","Handrails"]
["1.5.1.2.1",null,"a) Handrail assembly complete (DRG No. RA26695)-1m high handrail"]
["1.5.1.2.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m",2.2]
["1.5.1.2.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m",2.2]
[]
["1.5.1.3","8.3.3","Ladders complete and installed"]
[null,null,"Supply and Install Standard Rand Water Catladder (as per DRG No. A7406) "]
["1.5.1.3.1",null,"a) 3600mm high"]
["1.5.1.3.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","No.",1]
["1.5.1.3.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","No.",1]
[]
["1.5.1.3.2",null,"b) 4200mm high"]
["1.5.1.3.2.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","No.",1]
[]
["1.5.1.3.3",null,"d) 5300mm high"]
["1.5.1.3.3.1",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","No.",1]
[]
["1.5.1.4","8.3.4","Flooring, Complete and Installed with Frames (as per DRG No. R039662/200-201)"]
["1.5.1.4.1",null,"a) Open grid floors"]
[null,null,"RS40 (25x4.5mm) rectagrid floor"]
["1.5.1.4.1.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","m2",2.5]
["1.5.1.4.1.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","m2",2.5]
[]
["1.5.1.5",null,"Supply and install Grab Rails as detailed on Rand Water Detail (as per DRG. No. A9858)"]
["1.5.1.5.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","No.",1]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["1.5.1.5.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","No.",1]
["1.5.1.5.3",null,"iv) Air Valve Chamber 1, \"AV1\" at chainage No. 0.000m (DRG No. R027304/103)","No.",1]
["1.5.1.5.4",null,"v) Air Valve Chamber 2, \"AV2\" at chainage No. 500.000m (DRG No. R027304/103)","No.",1]
["1.5.1.5.5",null,"vi) Air Valve Chamber 3, \"AV3\" at chainage No. 1100.000m (DRG No. R027304/103)","No.",1]
["1.5.1.5.6",null,"vii) Air Valve Chamber 4, \"AV4\" at chainage No. 1500.000m (DRG No. R027304/103)","No.",1]
["1.5.1.5.7",null,"viii) Air Valve Chamber 5, \"AV5\" at chainage No. 2000.000m (DRG No. R027304/103)","No.",1]
["1.5.1.5.8",null,"ix) Air Valve Chamber 6, \"AV6\" at chainage No. 2500.000m (DRG No. R027304/103)","No.",1]
["1.5.1.5.9",null,"x) Air Valve Chamber 7, \"AV7\" at chainage No. 3050.000m (DRG No. R027304/103)","No.",1]
["1.5.1.5.10",null,"xi) Air Valve Chamber 8, \"AV8\" at chainage No. 3500.000m (DRG No. R027304/103)","No.",1]
["1.5.1.5.11",null,"xii) Air Valve Chamber 9, \"AV9\" at chainage No. 4000.000m (DRG No. R027304/103)","No.",1]
["1.5.1.5.12",null,"xiii) Air Valve Chamber 10, \"AV10\" at chainage No. 4600.000m (DRG No. R027304/103)","No.",1]
["1.5.1.5.13",null,"xiv) Air Valve Chamber 11, \"AV11\" at chainage No. 5243.901m (DRG No. R027304/103)","No.",1]
["1.5.1.5.14",null,"xv) Air Valve Chamber 12, \"AV12\" at chainage No. 5650.000m (DRG No. R027304/103)","No.",1]
["1.5.1.5.15",null,"xvi) Air Valve Chamber 13, \"AV13\" at chainage No. 6013.864m (DRG No. R027304/103)","No.",1]
[]
["1.5.1.6",null,"Supply and install 600mm long safety chains (as per DRG No RA26695/001-003)"]
["1.5.1.6.1",null,"ii) DN600 Sluice Gate Valve Chamber at chainage No. 3050.000m (DRG No. R027304/101)","No.",1]
["1.5.1.6.2",null,"iii) DN600 Sluice Gate Valve Chamber at chainage No. 6010.047m (DRG No. R027304/102)","No.",1]
[]
[]
[]
[]
[]
["SCHEDULE 4 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 5 WP 3A Pipelines","index":7,"n_rows":930,"n_cols":8,"rows_kept":930,"merged":[[38,1,39,1],[90,1,91,1],[92,1,93,1],[154,1,156,1],[929,0,929,5]]}
[{"$nulls":6},{"$f":"'Sch 1 WP 3A P&Gs'!G1","v":"VG Sludge Pipeline"}]
["Contract No.:",null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$2","v":"RW10397155/22"},{"$nulls":3},"Schedule 5:  Pipeline"]
["Description:",null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$3","v":"WP3A - Earthworks, pipe laying, jacking and associated civil works for a 6020m x 626mm OD"},{"$nulls":3},{"$f":"'Sch 1 WP 3A P&Gs'!G3","v":"2021-10-01"}]
[null,null,{"$f":"'Sch 1 WP 3A P&Gs'!C4","v":"steel pipeline from Vereeniging Pumping Station to Vaal River Bridge Crossing in Maccauvlei (SL1 Pipeline)"}]
[]
["Item ","Payment","Description","Unit","Qty","Rate","Amount"]
["No.","Refers"]
[]
[null,null,"SCHEDULE 5: PIPELINES"]
[]
[null,"SABS 1200C","SITE CLEARANCE AND REHABILITATION"]
[]
[1,null,"Site Clearance"]
[]
[1.1,"8.2.1","Clear and grub the 20m wide working strip including trees of girth up to 1m and provide a pipelaying platform, an access road, excavation stockpiles, pipe storage strip and pipe storage mounds alongside the trench for pipelaying operations (See PS2.6, PSC5.9 & PSC 5.10)","m",{"v":6020,"d":"6,020"}]
[]
[1.2,"8.2.2 ","Clear large trees of girth and designated obstacles (See PS2.6, PSC5.9 & PSC 5.10)"]
[]
["1.2.1",null,"a) over 1m and up to and including 2m","no",70]
[]
["1.2.2",null,"b) over 2m m and up to and including 3m","no",25]
[]
["1.2.3",null,"c) over 3m in steps of 1m","no",10]
[]
[2,null,"Remove and Stockpile Topsoil"]
[]
[2.1,"8.2.10 ","Remove and stockpile topsoil to a depth of 150mm along the route of the pipeline (within working servitude) and maintain","m2",{"v":7224,"d":"7,224"}]
[]
[3,null,"Demolish and Remove Structures including provision of security"]
[]
[3.1,"8.2.8","Demolish and remove existing brick and concrete structures, concrete encasement and foundations."]
[]
["3.1.1",null,"a) Reinforced concrete structures","m3",20]
[]
["3.1.2",null,"b) Brick/Masonry structures","m3",5]
[]
[null,null,"c) Tar pavement along pipeline servitude","m2",{"v":3600,"d":"3,600"}]
[]
[4,null,"Dealing with Existing Fences and Walls including provision of security"]
[]
[4.1,"PSC  8.2.11","Removal of fencing, storage during construction and reinstallation once construction is complete"]
[]
["4.1.2",null,"Type 1: Barbed wire fencing up to 1.2m high","m",20]
[]
["4.1.3",null,"Type 2: Diamond mesh fencing up to 1.2m high","m",200]
[]
["4.1.4",null,"Type 3: Razor mesh wire fencing up to 2.4m high","m",50]
[]
["4.1.5",null,"Type 4: Diamond mesh fencing up to 2.4m high","m",{"v":2800,"d":"2,800"}]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["4.1.6",null,"Type 5: Concrete Palisade fencing up to 2.4m high","m",50]
[]
["4.1.7",null,"Type 6: Prefabricated concrete walls up to 2.4m high","m",10]
[]
["4.1.8",null,"Type 7: Double brick walls up to 2.4m high","m",10]
[]
["4.1.9",null,"Type 8: Steel Palisade fencing up to 2.4m high","m",50]
[]
["4.1.10",null,"EO Type 1 to 8: Electrical Fencing","m",150]
[]
[5,null,"Crossing Existing Fences/Walls"]
[]
[5.1,"PSC\n8.2.12","Install 5m wide x 2.5m high double gate with 20m refurbished fencing","No",2]
[]
[5.2,"PSC\n8.2.12","Removal of double brick walls up to 2.4m high and reinstatement after construction.","m",25]
[]
[5.3,"PSC\n8.2.12","Removal of concrete palisade walls up to 2.4m high and reinstatement after construction.","m",5]
[]
[6,null,"Remove Grass Lawn"]
[]
[6.1,"PSA 8.10","Remove grass lawn from private properties, maintain and reinstate","m²",{"v":1500,"d":"1,500"}]
[]
[7,null,"Fire Breaks"]
[]
[7.1,"PSC\n8.2.13","Form fire breaks on Engineer's Instruction","m²",{"v":24080,"d":"24,080"}]
[]
[8,null,"Erosion Protection and Rehabilitation"]
[]
[8.1,"PSA 8.10","Storm water deflection berms / cross embankments / erosion control berms for steep slope erosion protection or for the protection of topsoil stockpiles.","m3",120]
[]
["9",null,"Final Grading"]
[]
["9.1","PSA 8.10","Ripping of compacted and disturbed areas to 150mm depth","m2",{"v":48160,"d":"48,160"}]
[]
["9.2","PSA 8.10","Hand trimming","m2",{"v":12040,"d":"12,040"}]
[]
["10",null,"Topsoiling"]
[]
["10.1","PSDB  8.3.6.2","Place topsoil to a depth of 150mm","m2",{"v":48160,"d":"48,160"}]
[]
[]
[]
[]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["11","SANS 1200D","Vegetation Re-establishment"]
[]
["11.1","8.3.11","Hydroseeding with appropriate grass seed mix. (Deemed to be inclusive of soil preparation and improvements, materials and labour).","m2",{"v":48160,"d":"48,160"}]
[]
["11.2",null,"Reinstatement of grass lawn ","m²",{"v":1500,"d":"1,500"}]
[]
[]
[]
["12",null,"Landscape Preservation and Conservation of Fauna and Flora"]
[]
["12.1","PSA 8.10","Transplanting of trees/shrubs within the road reserve, of main stem girth (See PS2.6):"]
[]
["12.1.1",null,"a) up to 1500mm","No.",10]
[]
["12.1.2",null,"b) over 1500mm","No.",10]
{"$rows_empty":34}
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[null,null,"EARTHWORKS & BEDDING"]
[]
[null,null,"Excavation for Chambers measured separately under Section 4 - Civil - Valve Chambers"]
[]
[1,"SABS 1200DA","Excavation for Chambers"]
[null,null,"Refer to Schedule 4 Civil - Valve Chambers"]
[]
[2,"SABS 1200DB","Pipeline Trench Excavation"]
[null,null,"Note: Rate to include for forming joint holes to facilitate welding in the field"]
[]
[2.1,"8.3.2","Machine excavation in all materials for trenches 1.2 m wide, backfill ( Stage 2 material included), compact and dispose of surplus and/or unsuitable material (No additional payment for overhaul), for pipes 600 mm nominal diameter for the depths below (Rate to include for all temporary works, including benching, shoring and dewatering where necessary and adherence to Drg. RA27141 and geotechnical recommendations):"]
[]
[null,"a)","Excavate in all materials for trenches, backfill, compact and dispose of surplus material for 626mm OD Steel pipes (1.2m wide trenches):"]
[]
["2.1.1",null,"Depth exceeding 0,0 m but not exceeding 2,0 m"," m",40]
[]
["2.1.2",null,"Depth exceeding 2,0 m but not exceeding 3,0 m "," m",{"v":1484,"d":"1,484"}]
[]
["2.1.3",null,"Depth exceeding 3,0 m but not exceeding 4,0 m"," m",{"v":2012,"d":"2,012"}]
[]
["2.1.4",null,"Depth exceeding 4,0 m but not exceeding 6,0 m"," m",{"v":2174,"d":"2,174"}]
[]
["2.1.5",null,"Depth exceeding 6,0 m"," m",306]
[]
[]
["2.1.6","PSDA 8.3.2 (a)","Restricted trench excavation in all materials","m³",{"v":1250,"d":"1,250"}]
[]
[2.2,"8.3.2","Hand excavation in all material for trenches 1.2 m wide, backfill, compact and dispose of surplus and/or unsuitable material (No additional payment for overhaul), for pipes 600mm outside diameter for the depths below (Rate to include for all temporary works, including benching, shoring and dewatering where necessary and adherence to Drg. RA27141 and geotechnical recommendations):"]
[]
[null,null,"Excavate in all materials for trenches, backfill, compact and dispose of surplus material:"]
[null,null,"Over                      Up to and including"]
[]
["2.2.1",null,"a)   0m                   2.0m","m ",{"v":2000,"d":"2,000"}]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[2.3,"PSDB\n8.3.2(b)(2) ","Extra over Items 2.1 to 2.2 for excavation in\nhard rock and boulder excavation","m³",50]
[]
["2.3.1","PSDB 8.3.11","Trial Blasting","Sum",1]
[]
["2.3.2","PSDB 8.3.12","Controlled Chemical Blasting ","m³",50]
[]
[2.4,"PSDB 8.3.8","Hand excavation in all material, backfill and compact, to locate and prove existing services to a maximum depth of 2m  (Rate to include for all temporary works including benching, shoring and dewatering where necessary):","m³",140]
[]
[2.5,"1200DB 8.3.2 (c)","Excavate unsuitable material from trench bottom and dispose","m³",{"v":1053.12,"d":"1,053"}]
[]
["2.5.1","PSA 8.10","Rip and recompact pipe foundation from trench bottom up to 0.2m depth for unstable in-situ materials","m³",{"v":650.1600000000001,"d":"650"}]
[]
[2.6,"8.3.3.1","Make up deficiency in backfill material:"]
[]
["2.6.1",null,"a) From other necesssary excavations on site by blending materials on site (Stage 2)","m³",{"v":9982.665000000003,"d":"9,983"}]
[]
["2.6.2",null,"c)  By importation from commercial sources (Stage 2)","m³",{"v":123119.53500000003,"d":"123,120"}]
[]
[3,null,"Unstable trench bottom"]
[]
[3.1,"PSA 8.10","Supply and install 38 mm crushed stone wrapped (Complete as indicated on Drawing R027141)","m³",{"v":1053.12,"d":"1,053"}]
[]
[3.2,"PSDB 8.3.11","Supply and install geotextile filter blanket (Grade A4) (Complete as indicated on Drawing R027141)","m2",{"v":26328,"d":"26,328"}]
[]
[4,"1200DB 8.3.5(a)","Protection of Existing Services that intersect a trench:"]
[]
[4.1,null,"Rand Water 900mm ID dia steel pipeline","No",1]
[]
[4.2,null,"Rand Water 800mm ID dia steel pipeline","No",1]
[]
[4.3,null,"Rand Water 600mm ID dia steel pipeline","No",1]
[]
[4.4,null,"Rand Water 1900mm ID dia steel pipeline","No",1]
[]
[4.5,null,"Rand Water 2000mm ID dia steel pipeline","No",1]
[]
[4.6,null,"Rand Water 2500mm ID dia steel pipeline","No",1]
[]
["4.7",null,"Stormwater pipes up to 600m diameter","No",3]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["4.8",null,"Stormwater pipes and culverts larger than 600m diameter","No",2]
["4.9",null,"Water mains up to 250mm diameter","m","7"]
[]
["4.10",null,"Sewer mains up to 250mm diameter","m","1"]
[]
["4.11",null,"Underground Electrical Cables (LT and HT)","No",4]
[]
["4.12",null,"Underground Fibre Optic Cables ","No",4]
[]
["4.13","PSDB\n8.3.5(b)","Overhead Electrical Cables","No",5]
[]
["4.14","PSDB\n8.3.5(b)","Overhead Communication Cables (incl Telkom)","No",3]
[]
["4.15","PSDB\n8.3.5(b)","Underground Communication Cables (incl Telkom)","No",1]
[]
["4.16",null,"Gas pipelines","No",10]
[]
[5,"PSDB 8.3.5(b)","Protection of Existing Services that adjoin a trench:"]
[]
["5.1",null,"Note: Price tendered for excavation is to include for working close to existing Rand Water pipelines"]
[]
["5.2",null,"Rand Water 600mm ID dia steel pipeline","m",{"v":6020,"d":"6,020"}]
[]
["5.3",null,"Water mains up to 250mm diameter","m","20"]
[]
["5.4",null,"Overhead Electrical Cables","m","600"]
[]
["5.5",null,"Overhead Communication Cables (incl Telkom)","m","100"]
[]
["5.6",null,"Gas pipelines","m","50"]
[]
["6","1200LB","Pipe Bedding"]
[]
[6.1,"PSLB  8.2.1","Provision of bedding from trench excavation:"]
[]
["6.1.1",null,"a)  Selected granular material (Bedding cradle)    (Stage 1)","m³",50]
[]
["6.1.2",null,"b)  Selected fill material (Selected fill blanket) (Stage1)","m³",50]
[]
[6.2,"PSLB 8.2.2.2","Provision of bedding by importation from approved borrow pits including all costs for additional handling and transport (provisional):"]
[]
["6.2.1",null,"a)  Selected granular material (Bedding cradle)  (Stage 1)","m³",50]
[]
["6.2.2",null,"b)  Selected fill material (Selected fill blanket)  (Stage 1)","m³",50]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[6.3," PSLB 8.2.2.3","Provision of bedding by importation from commercial or off site sources:"]
[]
["6.3.1",null,"a)  Selected granular material (Bedding cradle)    (Stage 1)","m³",{"v":4087.473610313555,"d":"4,087"}]
[]
["6.3.2",null,"b)  Selected fill material (Selected fill blanket)    (Stage 1)","m³",{"v":2383.92,"d":"2,384"}]
[]
[6.4,"8.2.4","Concrete encasement to pipes in Class 25MPa concrete including reinforcement according to Drawing RB18951 as directed by Engineer (Rate to include for any temporary formwork required).","m³",{"v":97.72566611769187,"d":"98"}]
[]
["6.5","PSDB 8.2.2.4.1  ","Soilcrete encasement to pipes according to Drawing R027141  as directed by the Engineer (Rate to include for any temporary formwork required).","m³",50]
[]
["6.6","PSDB 8.2.2.4.2","Cellular lightweight Concrete  encasement to pipes according to Drawing R027141  as directed by the Engineer (Rate to include for any temporary formwork required).","m³",50]
[]
["7","SABS 1200DB","Finishing"]
[]
["7.1","8.3.3.3","Compaction of selected fill material for the main fill to 93% Mod AASHTO in areas subjected to loads from road traffic.","m3",780]
[]
["7.2","PSDB 8.3.9","Supply, mix and place soilcrete with 8% OPC with approved selected fill material in road crossings where instructed by Engineer","m3",20]
[]
["8",null,"Photographic records"]
[]
["8.1","PSDA 8.3.10","Take and provide photographic records","sum","1"]
{"$rows_empty":17}
[null,"Carried Forward "]
[null,"Brought Forward"]
[null,null,"SUPPLY INSTALLATION OF STEEL PIPES AND PIPE SPECIALS (TS2)"]
[1,"TS5.1","Supply and Delivery of Steel Pipes "]
["1..1",null,"INSPECTION OF PIPES"]
[1.2,"TS5.1.2","Examine the general condition and the coating and lining of all pipes (including inspection of the coating with  a suitable Holiday detector for defects )of already manufactured pipes- ID 610mmX 8mm thick ,Grade of steel pipe to be confirmed at Emhlangeni, Sintakote external coating and Epoxy lining (at Rand Water's Emhlangeni Depot and other storage areas to the Engneer's Approval)","m",6020]
[]
[1.3,"TS5.1.2","Measure, record, reconcile the OD's, ID's , thickness, ovality, grade, coating and lining of all stored pipes/flanges and submit a \" Condition assessment report of the pipe inventory  Rand Water's Emhlangeni Depot and other storage areas \" to the Engineer for approval","m",6020]
[]
[1.4,"PSA8.10","Refurbishment of coating on damaged pipes after inspection, costs to include all plant, labour, equipment, materials,loading and unloading,  transport to the repair plant, cost of lining materials, coating materials and transporting to the point of installation  per TS 2.9","m2",{"v":7943.202865336432,"d":"7943"}]
[]
[1.5,"PSA8.10","Refurbishment of lining on damaged pipes after inspection, costs to include all plant, labour, equipment, materials,loading and unloading,  transport to the repair plant, cost of lining materials, coating materials and transporting to the point of installation as per TS 2.9","m2",{"v":7943.202865336432,"d":"7943"}]
[]
[1.6,"TS5.1.1","Supply and transport loose flanges to site complete with bolts, nuts and gaskets (refer to Dawing A11791 for flange details)."]
[]
["1.6.1",null,"610mm ID x 845mm OD x 45mm thick flanges (3500kPa)","No",525]
[]
[2,"TS5.2","Load and Unloading of Pipes as per TS2.3"]
[]
[2.1,null,"Supply and operation of plant and the supply of labour to load and unload the pipes from the supplier's vehicles and the laydown of the pipes within the load site and/or in the temporary laydown areas along the pipeline route and/or to certain positions along the route of the pipeline. The cost to supply and to form storage mounds and measures taken to protect the pipes during this procedure will be included in this item."]
[]
["2.1.1",null,"610mm ID diameter (Grade of steel pipe to be confirmed at Emhlangeni) mild steel pipe, 8mm wall thickness","m",{"v":6020,"d":"6,020"}]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[3,"TS5.3","Removal / Installation of Internal Bracing"]
[]
[3.1,null,"Removal of the supplier's internal bracing, return the supplier's bracing to the supplier's manufacturing plant, the installation of the Contractor's own temporary bracing and the removal thereof on completion of installation and backfilling. The cost to repair subsequent damage due to the removal and installation of the bracing will be included in this item.  Mounds and measures taken to protect the pipes during this procedure will be included in this item."]
[]
["3.1.1",null,"610mm ID diameter (Grade of steel pipe to be confirmed at Emhlangeni) mild steel pipe, 8mm wall thickness","m",{"v":6020,"d":"6,020"}]
[]
["3.1.2",null,"610mm ID x 845mm OD x 45mm thick flanges (3500kPa)","No",525]
[]
[4,"TS5.5","Install Pipes in Trenches"]
[]
[4.1,null,"Examine pipes prior to placing in the trench, repair all defects, placing the pipe in the prepared trench including the supply and operation of plant and supply of labour to execute the work, cleaning of joints, vertical and horizontal lining up of the pipe including the supply and operation of plant and supply of labour to execute the work, supply, installation and removal of protective measures and internal welding of the joints."]
[]
["4.1.1",null,"610mm ID diameter (Grade of steel pipe to be confirmed at Emhlangeni) mild steel pipe, 8mm wall thickness sludge pipe in trench as per Clause TS 2.33.","No",{"v":6020,"d":"6,020"}]
[]
["4.1.2","TS 5.13","Welding of flanges to 626mm OD steel pipes including coating and ling of the cut back.","No",525]
{"$rows_empty":14}
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[5,"TS5.6","Install Pipes through culverts or sleeves (Pipe Jacking)"]
[]
[5.1,null,"Examine pipes prior to placing through the culvert or sleeve, repair all defects, prepare the pipes for installation through sleeves, placing the pipe in the existing culvert or sleeve including the supply and operation of plant and supply of labour to execute the work, cleaning of joints, vertical and horizontal lining up of the pipe including the supply and operation of plant and supply of labour to execute the work, supply, installation and removal of protective measures and internal welding of the joints."]
[]
["5.1.1",null,"610mm ID diameter (Grade of steel pipe to be confirmed at Emhlangeni) mild steel pipe, 8mm wall thickness","m",{"v":358.68099999999964,"d":"359"}]
[]
[6,"TS 5.8","Flanged Joints Corrosion Protection"]
[]
[6.1,null,"Corrosion protection at flanged joints as per Clauses TS 2.33.4 and TS 2.33.5","No",525]
[]
[7,"TS5.8","Installation of Internal and External Field Joint Corrosion Protection"]
[]
[7.1,null,"Supply and operation of plant and supply of material and cost of labour to install internal and external field joint protection at flanged joints as per Clause TS2.12, for 610 mm diameter (Grade of steel pipe to be confirmed at Emhlangeni) mild steel pipe, 8 mm wall thickness."]
[]
["7.1.1",null,"External field joint protection (Sintakote external coating as on pipe - in accordance with manufacturers field joint protection solution).","No",525]
[]
["7.1.2",null,"Internal field joint protection (Epoxy coating).","No",525]
[]
[8,"TS 5.9","Steel Pipe Mitre Bends"]
[]
[8.1,null,"Line-up, cut, clean joints and weld, internally and externally, mitres over 1° and up to and including 15° as per Clause TS 2.6.","No",50]
[]
[8.2,null,"Supply and operate plant and supply of material and labour to apply external field joint corrosion protection to the entire mitre as per Clause TS2.12","No",50]
[]
[8.3,null,"Welding of flanges to one side of the mitre bend as well as pipe cuts as per clause TS2.6.","No",50]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[9,"TS 5.10","Steel Fabricated  Bends"]
[]
[9.1,null,"Supply of complete bends, transport to and unload at point of installation, line up, install, clean joints and joint with flanges as per Clause TS 2.33, bends over 15° and up to inclunding 90°. Supply and operate plant and supply of material and labour to apply internal and external field joint corrosion protection to the entire bend as per Clause TS2.12 (bends to be made up in accordance with the Rand Water standard drawings RA26732). Note: Confirm the number required before manufacturing   "]
[]
["9.1.1",null,"Lobster bends over 15° up to and including 30° - 2 mitres, 1 full segment."]
[]
["9.1.2",null,"610mm ID diameter Grade X42 mild steel pipe, 8mm wall thickness","No",13]
[]
["9.1.3",null,"Lobster bends over 30° up to and including 60° - 2 mitres, 2 full segments."]
[]
["9.1.4",null,"610mm ID diameter Grade X42 mild steel pipe, 8mm wall thickness","No",9]
[]
["9.1.5",null,"Lobster bends over 60° up to and including 90° - 2 mitres, 3 full segments."]
[]
["9.1.6",null,"610mm ID diameter Grade X42 mild steel pipe, 8mm wall thickness","No",9]
[]
[]
[10,"TS 5.16","Acceptance Tests"]
[]
[10.1,null,"Supply and operate all plant, equipment (including temporary 2:1 steel taper and steel dome and or a blank flange welded to pipeline if required) and machinery and the cost of labour to execute pressure tests as per the requirements of TS2.8 + TS2.30 for the pipeline sections and to the test pressure specified by the Engineer."]
[]
["10.1.1",null,"6020m long X 610mm diameter steel pipeline, 8mm thick (Grade of steel pipe to be confirmed at Emhlangeni) , from Vereeniging Pumping Station to the existing sludge pipeline before\nthe Vaal River crossing","Sum",1]
[]
["10.1.2",null,"Extra over 10.1.1 for testing of jacked pipes prior to to laying through 900mm dia jacked sleeves","Sum",1]
[]
[]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[11,"TS 5.18","Cleaning and disinfection"]
[]
[11.1,null,"Supply and operate plant and labour to keep the entire pipeline clean  and disinfection of the pipeline after pressure testing in accordance with the Project Specifications as per Clause TS 2.27","Sum",1]
[]
[12,"TS 5.19","Charging of the Pipeline"]
[]
[12.1,null,"Charging of Pipeline (Water supplied for pipeline hydraulic testing and disinfection by Rand Water) as per Clause TS 2.28","Sum",1]
[]
[13,"TS 5.22","Tie into Existing Pipelines"]
[]
[13.1,null,"Planning of all activities required  prior to shut down of existing pipes as per Clause TS2.22.  Supply, operate plant and supply of material and labour to cut into existing pipe, cleaning of joints, internal and external welding and repair internal and external coating to the joints as per Clause TS2.12. Note: Confirm the dimensions of existing pipe before manufacturing tie-in components"]
[]
["13.1.1",null,"Proposed tie in at Chainage 0.000 as per drawing R027304/14/3","No",1]
[]
["13.1.2",null,"Proposed tie in at Chainage 6016.000 as per drawing R027304/14/3","No",1]
[]
[14,null,"CCTV Inspection"]
[]
[14.1,"PSA 8.10","Provide all staff and equipment and conduct internal CCTV inspection of pipeline. Cameras and equipment shall be launched into pipeline at air valve stubs (min 300 mm opening) which are spaced at between 400 m and 650 m apart. (As per TS 2.36)","Sum",1]
[]
[15,"PS 21","Decommissioning of Existing Sludge Pipeline (Provisional Item)"]
[]
[15.1,null,"Decommissioning Establishment "]
[]
[null,"PSA 8.10","a)  Fixed charges for decommissioning operations: including protection of services"]
[]
["15.1.1",null,"1) 600 ID pipeline","Sum",1]
[]
[null,"PSA 8.10","b)  Time-related charges for decommissioning operations (period to be stated by the contractor):"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["15.1.2",null,"1) 600 ID pipeline","Sum",1]
[null,null,"    State period of decommissioning (weeks):"]
[]
[15.2,null,"Supply and Decommission"]
[]
["15.2.1","PSA 8.10","Supply all material, equipment and installation for spades, disconnection and closing off the existing pipeline. Include all vent holes, and removal of apertures, valves and transport RW assets to Emhlangeni (Pipe Plant) for storage. Breaking down any required structures and backfilling. Complete with excavations in all material (soft /intermidiate/ hard rock) and backfilling and compaction and reinstatement.","Sum",1]
[]
[15.3,null,"Grouting Pipe Void"]
[]
["15.3.1","PSA 8.10","Grouting pipe void (inside of pipe) with slurry (soil-cement with bentonite)","m3",1700]
{"$rows_empty":38}
[null,"Carried Forward "]
[null,"Brought Forward"]
[null,null,"VALVE CHAMBERS - VALVES AND PIPE SPECIALS"]
[]
[null,null,"Rand Water reserves the right to supply the specials or valves manufactured by Emhlangeni Plant (As described in PS1)"]
[]
[1,null,"Fittings for Tie-in at Start - Chainage 0.000 (Same fittings as on Drawing R027304/14/2)"]
[]
[1.1,"TS 5.11","Manufacture of Pipe Specials"]
[]
["1.1.1",null,"Manufacture of pipe fittings, complete as shown on the drawings, including for the supplying of materials, handling and installation in accordance with the specifications.  Rate to include cutting into the pipeline and welding (Or jointing with flanges as required) and for making good of coating and lining as per specification.    Flanges according to Rand Water Specification (Dwg A11791). "]
[]
["1.1.1.1",null,"600mm∅ x 90° Flanged Bend.                                                                              OD = 620mm∅, t = 10mm (Item 7)","No",2]
[]
["1.1.1.2",null,"600mm∅ x 1607mm Long Spool Piece Flanged Both Ends.                                                                              OD = 620mm∅, t = 10mm (Item 8)","No",1]
[]
["1.1.1.3",null,"600mm∅ Ellipsoidal Dome                                                                    OD = 620mm∅, t = 12.7mm (Item 6)","No",1]
[]
[1.2,"TS 5.5","Installation of Pipe Specials"]
[]
["1.2.1",null,"Take delivery and installation of pipe fittings, complete as shown on the drawings, including for the supplying of materials, handling , transport and installation in accordance with the specifications.  Rate to include cutting into the pipeline and welding (Or jointing with flanges as required) and for making good of coating and lining as per specification.    Flanges according to Rand Water Specification (Dwg A11791)."]
[]
["1.2.1.1",null,"600mm∅ x 90° Flanged Bend.                                                                              OD = 620mm∅, t = 10mm (Item 7)","No",2]
[]
["1.2.1.2",null,"600mm∅ x 1607mm Long Spool Piece Flanged Both Ends.                                                                              OD = 620mm∅, t = 10mm (Item 8)","No",1]
[]
["1.2.1.3",null,"600mm∅ Ellipsoidal Dome                                                                    OD = 620mm∅, t = 12.7mm (Item 6)","No",1]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[2,null,"Fittings for Isolation Valve Chamber at Chainage 3 000 - Refer to Drg. No. R027304/14/1"]
[]
[2.1,"TS 5.11","Manufacture of Pipe Specials"]
[]
["2.1.1",null,"Manufacture of pipe fittings, complete as shown on the drawings, including for the supplying of materials, handling and installation in accordance with the specifications.  Rate to include cutting into the pipeline and welding (Or jointing with flanges as required) and for making good of coating and lining as per specification.    Flanges according to Rand Water Specification (Dwg A11791). "]
[]
["2.1.1.1",null,"600mm∅ x 1700mm long Puddled Pipe Flanged Both Ends                                                                              OD = 620mm∅, t = 10mm (Item 2)","No",2]
[]
[]
[2.2,"TS 5.5","Installation of Pipe Specials"]
[]
["2.2.1",null,"Take delivery and installation of pipe fittings, complete as shown on the drawings, including for the supplying of materials, handling , transport and installation in accordance with the specifications.  Rate to include cutting into the pipeline and welding (Or jointing with flanges as required) and for making good of coating and lining as per specification.    Flanges according to Rand Water Specification (Dwg A11791)."]
[]
["2.2.1.1",null,"600mm∅ x 1700mm long Puddled Pipe Flanged Both Ends                                                                              OD = 620mm∅, t = 10mm (Item 2)","No",2]
[]
[2.3,"TS5.12","Valves"]
[]
["2.3.1",null,"All valves to be in accordance with RW Specifications. (All valves to be supplied and installed as indicated on drawings including valve supports)."]
[]
["2.3.1.1",null,"600mm∅ sluice valve (Item 1)","No",1]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[3,null,"Fittings for Isolation Valve Chamber at Chainage 6 013.864 -Refer to Drg. No. R027304/14/2"]
[]
[3.1,"TS 5.11","Manufacture of Pipe Specials"]
[]
["3.1.1",null,"Manufacture of pipe fittings, complete as shown on the drawings, including for the supplying of materials, handling and installation in accordance with the specifications.  Rate to include cutting into the pipeline and welding (Or jointing with flanges as required) and for making good of coating and lining as per specification.    Flanges according to Rand Water Specification (Dwg A11791). "]
[]
["3.1.1.1",null,"600mm∅ x 1700mm long Puddled Pipe Flanged Both Ends                                                                              OD = 620mm∅, t = 10mm (Item 2)","No",1]
[]
["3.1.1.2",null,"600mm∅ x 2100mm long Puddled Pipe Flanged Both Ends.                                                                              OD = 620mm∅, t = 10mm (Item 3)","No",1]
[]
[]
["3.1.1.3",null,"600mm∅ x 90° Flanged Bend.                                                                              OD = 620mm∅, t = 10mm (Item 4)","No",2]
[]
["3.1.1.4",null,"600mm∅ x 1050mm Long Spool Piece Flanged Both Ends.                                                                              OD = 620mm∅, t = 10mm (Item 5)","No",1]
[]
["3.1.1.5",null,"600mm∅ Ellipsoidal Dome                                                                    OD = 620mm∅, t = 12.7mm (Item 6)","No",1]
[]
[3.2,"TS 5.5","Installation of Pipe Specials"]
[]
["3.2.1",null,"Take delivery and installation of pipe fittings, complete as shown on the drawings, including for the supplying of materials, handling , transport and installation in accordance with the specifications.  Rate to include cutting into the pipeline and welding (Or jointing with flanges as required) and for making good of coating and lining as per specification.    Flanges according to Rand Water Specification (Dwg A11791)."]
[]
["3.2.1.1",null,"600mm∅ x 1700mm long Puddled Pipe Flanged Both Ends                                                                              OD = 620mm∅, t = 10mm (Item 2)","No",1]
[]
["3.2.1.2",null,"600mm∅ x 2100mm long Puddled Pipe Flanged Both Ends.                                                                              OD = 620mm∅, t = 10mm (Item 3)","No",1]
[]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["3.2.1.3",null,"600mm∅ x 90° Flanged Bend.                                                                              OD = 620mm∅, t = 10mm (Item 4)","No",2]
[]
["3.2.1.4",null,"600mm∅ x 1050mm Long Spool Piece Flanged Both Ends.                                                                              OD = 620mm∅, t = 10mm (Item 5)","No",1]
[]
["3.2.1.5",null,"600mm∅ Ellipsoidal Dome                                                                    OD = 620mm∅, t = 12.7mm (Item 6)","No",1]
[]
[3.3,"TS 5.12","Valves"]
["3.3.1",null,"All valves to be in accordance with RW Specifications. (All valves to be supplied and installed as indicated on drawings including valve supports)."]
[]
["3.3.1.1",null,"600mm∅ sluice valve (Item 1)","No",1]
[]
[4,null,"Fittings for Air Valve Chambers as per DRG No. R027304/14/3",{"$nulls":4},"Drawing R0 27304/19/1 replaced with RA28060 Replaced with 14/03"]
[]
[4.1,"TS 5.11","Manufacture of Pipe Specials"]
[]
["4.1.1",null,"Manufacture of pipe fittings, complete as shown on the drawings, including for the supplying of materials, handling and installation in accordance with the specifications.  Rate to include cutting into the pipeline and welding (Or jointing with flanges as required) and for making good of coating and lining as per specification.    Flanges according to Rand Water Specification (Dwg A11791). "]
[]
["4.1.1.1",null,"DN400 - S355JR - 6mm thick collar plate (1)","No",13]
[]
["4.1.1.2",null,"406.4mm OD flanged one end straight pipe (2)","No",13]
[]
["4.1.1.3",null,"114.3mm OD flanged both ends straight pipe (3)","No",13]
[]
[4.2,"TS 5.5","Installation of Pipe Specials"]
[]
["4.2.1",null,"Take delivery and installation of pipe fittings, complete as shown on the drawings, including for the supplying of materials, handling , transport and installation in accordance with the specifications.  Rate to include cutting into the pipeline and welding (Or jointing with flanges as required) and for making good of coating and lining as per specification.    Flanges according to Rand Water Specification (Dwg A11791)."]
[]
["4.2.1.1",null,"DN400 - S355JR - 6mm thick collar plate (1)","No",13]
[]
["4.2.1.2",null,"406.4mm OD flanged one end straight pipe (2)","No",13]
[]
["4.2.1.3",null,"114.3mm OD flanged both ends straight pipe (3)","No",13]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[]
[4.3,"TS 5.12","Valves"]
[]
["4.3.1",null,"All valves to be in accordance with RW Specifications. (All valves to be supplied and installed as indicated on drawings including valve supports)."]
[]
["4.3.1.1",null,"100mm∅  isolation sluice gate valve for air valve (3500 kPa)","No",13]
[]
["4.3.1.2",null,"DN 100 PN10 Air Valves ","No",13]
[]
[5,null,"STOP COCK"]
[]
[5.1,"PSA 8.10","Collect and install stop cock on either side on large sluice valves, rate to include cutting into the pipeline, welding and making good of coating/lining"]
[]
["5.1.1",null,"25mm Stop Cock","No",4]
[]
[]
[6,"PSA 8.10","Transportation including loading and offloading from Emhlangeni Pipe Plant or Lay down area where the specials are manufactured by RW ","Prov. Sum",150000,150000]
{"$rows_empty":28}
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[null,null,"PIPELINE SUNDRIES"]
[]
[null,"SABS 1200DK","GABIONS AND PITCHING",null," "]
[]
[null,null,"All excavation for gabions and pitching measured under Section DA"]
[]
[1,"8.2.1","GABIONS (Provisional Item)"]
[]
[1.1," ","Surface preparation for bedding of gabions","m2",300]
[]
[1.2,"8.2.2","Construct gabions using galvanised wire mesh nominal internal diameter 2.5mm nominal external diameter 3.5mm.  Diaphragms at 1.0m centres. The rate shall cover hand picked stone from commercial source."]
[]
["1.2.1",null,"Mattresses 6m x 2m x 0,23 m deep","m3",40,null,{"$f":"E702*F702","v":0}]
[]
["1.2.2",null,"Mattresses 5m x 5m x 0,23 m","m3",30]
[]
["1.2.3",null,"Gabion rock fill as per drawing RB181951","m3",60]
[]
[1.3,"8.2.3","Extra over 1.2 for packing selected stones for exposed face ","m2",50]
[]
[2,"8.2.4","Geotextiles:"]
[]
[2.1,null,"Bidim A5 (or equal)","m2",150]
[]
[2.2,null,"Bidim A7 (or equal)","m2",150]
[]
[3,"8.2.5","Grouted heavy pitching","m2",100]
[]
[4,"8.2.6","Backing for pitching (Provisional as approved by the Engineer)","m2",150]
{"$rows_empty":17}
[null,"Carried Forward "]
[null,"Brought Forward"]
[null,null,"PIPE JACKING"]
[null,"SABS 1200LG ","Refer to Drg. Nos R02730/11/01 - R02730/11/08 for pipe jacking at road and rail crossings"]
[]
["1.0","PSA 8.10","Detect existing services at all launching and reception pits including exposing and backfilling","Sum",1]
[]
[1,"8.2.1","JACKING ESTABLISHEMENT"]
[]
[1.1,"8.2.1.a","Fixed charges for jacking operations at:"]
[]
["1.1.1",null,"1)Chainage 277.130 m (Colenso road crossing)","Sum",1]
[]
["1.1.2",null,"2)Chainage 366.509 m (Barrage road crossing)","Sum",1]
[]
["1.1.3",null,"3)Chainage 951.123 m (Pipe Crossing 1)","Sum",1]
[]
["1.1.4",null,"4)Chainage 3 942.018 m (Private access road crossing)","Sum",1]
[]
["1.1.5",null,"5)Chainage 4 153.814 m (Mario Milani road crossing)","Sum",1]
[]
["1.1.6",null,"6)Chainage 4 330.851 m (Pipe Crossing 2)","Sum",1]
[]
["1.1.7",null,"7)Chainage 4 452.000 m (Railway Crossing)","Sum",1]
[]
["1.1.8",null,"8)Chainage 5 336.673 m (Pipe Crossing 3)","Sum",1]
[]
[1.2,null,"b)  Time-related charges for jacking operations at (period to be stated by the contractor):"]
[]
["1.2.1",null,"1)Chainage 277.130 m (Colenso road crossing)","Sum",1]
[null,null,"    State period of jacking operation (weeks):___"]
[]
["1.2.2",null,"2)Chainage 366.509 m (Barrage road crossing)","Sum",1]
[null,null,"    State period of jacking operation (weeks):___"]
[]
["1.2.3",null,"3)Chainage 951.123 m (Pipe Crossing 1)","Sum",1]
[null,null,"    State period of jacking operation (weeks):___"]
[]
["1.2.4",null,"4)Chainage 3 942.018 m (Private access road crossing)","Sum",1]
[null,null,"    State period of jacking operation (weeks):___"]
[]
["1.2.5",null,"5)Chainage 4 153.814 m (Mario Milani road crossing)","Sum",1]
[null,null,"    State period of jacking operation (weeks):___"]
[]
["1.2.6",null,"6)Chainage 4 330.851 m (Pipe Crossing 2)","Sum",1]
[null,null,"    State period of jacking operation (weeks):___"]
[]
["1.2.7",null,"7)Chainage 4 452.000 m (Railway Crossing)","Sum",1]
[null,null,"    State period of jacking operation (weeks):___"]
[]
["1.2.8",null,"8)Chainage 5 336.673 m (Pipe Crossing 3)","Sum",1]
[null,null,"    State period of jacking operation (weeks):___"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["2",null,"Supply and Jack Pipes"]
[]
["2.1","8.2.6 & PSLG 8.2.6   8.2.3   8.2.4 ","Supply and install 1090mm OD, Class 100D, 900 mm nominal diameter precast concrete in the wall interlocking pipes (SABS 677) for jacking by pipe jacking method, complete with excavations in soft and intermediate material and grouting of external voids with a 1:2 cement and plasticiser mix, for the following road and railway crossings:"]
[]
["2.1.1",null,"1)Chainage 277.130 m (Colenso road crossing)","m",{"v":19.52,"d":"19.5"}]
[]
["2.1.2",null,"2)Chainage 366.509 m (Barrage road crossing)","m",{"v":100.04,"d":"100.0"}]
[]
["2.1.3",null,"3)Chainage 951.123 m (Pipe Crossing 1)","m",{"v":41.48,"d":"41.5"}]
[]
["2.1.4",null,"4)Chainage 3 942.018 m (Private access road crossing)","m",{"v":39.039999999999964,"d":"39.0"}]
[]
["2.1.5",null,"5)Chainage 4 153.814 m (Mario Milani road crossing)","m",{"v":34.16,"d":"34.2"}]
[]
["2.1.6",null,"6)Chainage 4 330.851 m (Pipe Crossing 2)","m",{"v":17.08,"d":"17.1"}]
[]
["2.1.7",null,"7)Chainage 4 452.000 m (Railway Crossing)","m",{"v":58.560999999999694,"d":"58.6"}]
[]
["2.1.8",null,"8)Chainage 5 336.673 m (Pipe Crossing 3)","m",48.8]
[]
["3.2","8.2.8","Extra over 2.1.3 to 2.1.8 for excavation in rock."]
[]
["3.2.1",null,"a)  Using pneumatic tools (Where blasting is not used (Prov))","m3",20]
[]
["3.2.2",null,"b)  Using chemical explosives (where permitted)","m3",20]
[]
[4,"8.2.9","GROUTING VOIDS - including costs for 2nd visit to site upon completion of pipe laying,"]
[]
["4.1.1",null,"Grouting of external voids with bentonite"]
[]
["4.1.1.1",null,"1)Chainage 276.476 m (Colenso road crossing)","m3",10]
[]
["4.1.1.2",null,"2)Chainage 366.577 m (Barrage road crossing)","m3",30]
[]
["4.1.1.3",null,"3)Chainage 951.123 m (Pipe Crossing 1)","m3",15]
[]
["4.1.1.4",null,"4)Chainage 3 942.018 m (Private access road crossing)","m3",12]
[]
["4.1.1.5",null,"5)Chainage 4 153.814 m (Mario Milani road crossing)","m3",10]
[]
["4.1.1.6",null,"6)Chainage 4 330.851 m (Pipe Crossing 2)","m3",5]
[]
["4.1.1.7",null,"7)Chainage 4 452.000 m (Railway Crossing)","m3",20]
[]
["4.1.1.8",null,"8)Chainage 5 336.673 m (Pipe Crossing 3)","m3",15]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["4.1.2",null,"Filling of cement/sand mix ratio 1:2 with plasticiser, to fill the void between outer sleeve surface and excavation face for jackings for the 620mm diameter steel pipes at:"]
[]
["4.1.2.1",null,"1)Chainage 276.476 m (Colenso road crossing)","m3",10]
[]
["4.1.2.2",null,"2)Chainage 366.577 m (Barrage road crossing)","m3",60]
[]
["4.1.2.3",null,"3)Chainage 951.123 m (Pipe Crossing 1)","m3",25]
[]
["4.1.2.4",null,"4)Chainage 3 942.018 m (Private access road crossing)","m3",20]
[]
["4.1.2.5",null,"5)Chainage 4 153.814 m (Mario Milani road crossing)","m3",20]
[]
["4.1.2.6",null,"6)Chainage 4 330.851 m (Pipe Crossing 2)","m3",10]
[]
["4.1.2.7",null,"7)Chainage 4 452.000 m (Railway Crossing)","m3",30]
[]
["4.1.2.8",null,"8)Chainage 5 336.673 m (Pipe Crossing 3)","m3",25]
[]
["6","TS5.6","Install 620mm OD steel pipe through 1090mm OD pre-cast concrete sleeves (jacked pipe) with the steel pipe extending on each side of concrete jacking sleeve as per jacking details"]
[]
["6.1",null,"1)Chainage 277.130 m (Colenso road crossing)","m",19.52]
[]
["6.2",null,"2)Chainage 366.509 m (Barrage road crossing)","m",100.04]
[]
["6.3",null,"3)Chainage 951.123 m (Pipe Crossing 1)","m",41.48]
[]
["6.4",null,"4)Chainage 3 942.018 m (Private access road crossing)","m",{"v":39.039999999999964,"d":"39.04"}]
[]
["6.5",null,"5)Chainage 4 153.814 m (Mario Milani road crossing)","m",34.16]
[]
["6.6",null,"6)Chainage 4 330.851 m (Pipe Crossing 2)","m",17.08]
[]
["6.7",null,"7)Chainage 4 452.000 m (Railway Crossing)","m",{"v":58.560999999999694,"d":"58.56"}]
[]
["6.8",null,"8)Chainage 5 336.673 m (Pipe Crossing 3)","m",{"v":48.8,"d":"48.80"}]
[]
["7",null,"STANDING TIME AND WALL CLOSURES"]
[]
["7.1","8.2.10   PSLG  8.2.10","Standing time for pipe jacking gang and the jacking equipment as approved by Engineer","days",15]
[]
["7.2","PSLG 8.2.13","Supply and installation of brick wall closure to ends of all concrete jacking pipes.","No",16]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[]
["8",null,"Miscellaneous Work"]
[]
["8.1","PSA 8.10","Recording of jacking parameters","Sum",1]
[]
["8.2","PSA 8.10","Recording of movements","Sum",1]
[]
["8.3","PSA 8.10","Install marker posts at start and end of each jacking section.","No",16]
[]
["8.4","PSA 8.10","Mass Concrete on either site of the jacking","m3",120]
[]
[]
["8.5","PSA 8.10","Infrared scanning of the grouting voids to ensure voids are filled 100%","Sum",1]
[]
["8.6","PSA 8.10","Service detection before commencement of jackings","Sum",1]
{"$rows_empty":28}
[{"$nulls":5}," "]
["SCHEDULE 5 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 6 WP 3A - CP","index":8,"n_rows":180,"n_cols":7,"rows_kept":180,"merged":[[3,2,3,6],[6,9,6,11],[20,0,20,5],[23,10,27,24],[34,0,34,5],[45,0,45,5],[55,0,55,5],[63,0,63,5],[72,0,72,5],[83,0,83,5],[90,0,90,5],[92,0,93,0],[95,0,95,5],[116,0,116,5],[123,0,123,5],[136,0,136,5],[143,0,143,5],[154,0,154,5],[161,0,161,5],[162,0,163,0],[165,0,165,5],[171,0,171,5],[174,0,174,5],[179,0,179,5]]}
[{"$nulls":6},{"$f":"'Sch 1 WP 3A P&Gs'!G1","v":"VG Sludge Pipeline"}]
["Contract No.:",null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$2","v":"RW10397155/22"},{"$nulls":3},"Schedule 6: Cathodic Protection"]
["Description:",null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$3","v":"WP3A - Earthworks, pipe laying, jacking and associated civil works for a 6020m x 626mm OD"},{"$nulls":3},{"$f":"'Sch 1 WP 3A P&Gs'!G3","v":"2021-10-01"}]
[null,null,{"$f":"'Sch 1 WP 3A P&Gs'!C4","v":"steel pipeline from Vereeniging Pumping Station to Vaal River Bridge Crossing in Maccauvlei (SL1 Pipeline)"}]
[]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
["No","Refers"]
[]
[null,null,"SCHEDULE 6: CATHODIC PROTECTION"]
[]
[null,null,"Supply Activities"]
[1,null,"SACP System"]
[1.1,null,"VG Sludge SACP System                                                    "]
["1.1.1",null,"Supply 10KG high potentials magnesium anodes surrounded by gypsuim/bentonite clay backfill in a cloth bag with 10m long by 10mm² red PVC/PVC cable each ","each",26]
["1.1.2",null,"Supply 36mm steel galvanized conduit with saddles and end plastic caps @ 6m/chamber","m",40]
["1.1.3","TS044","Supply concrete mass as per drawing 27645 for cable encasement","m³",2.5]
["1.1.4","TS015","Supply pipe cable connection and coating repair material ","each",13]
["1.1.5",null,"Supply cable lugs and cable to pipe weld","sum",13]
["1.1.6","Drw. 17300","Supply chamber monitoring point as per drawing ","each",13]
["1.1.7","Drw. 17300","Supply chamber  marker plate as per drawing ","each",10]
["Sub-total"]
[2,null,"ICCP Supply Activities"]
[2.1,null,"VG Sludge TRU                                                           (26°41'43.56\"S,  28°55'32.45\"E) "]
["2.1.1","TS001","Supply 100V/100A Transformer Rectifier Unit (TRU) ","each",1]
["2.1.2","TS037","Install the electrical power KIOSK as per Rand Water specification.","each",1]
["2.1.3","TS021","Supply Ring main Positive Cable of single core red 35mm² double insulated PVC cable.","m",480]
["2.1.4","TS044","Supply concrete mass as per drawing 27645 for cable encasement","m³",17]
["2.1.5","TS049","Supply a vandal proof housing, durasafe or the steel structure","each",1]
["2.1.6","TS049","Supply a double skin fence or a Clearview fence of  around the TRU housing and the kiosk with the following dimension of 4.3m (breath)  X 8.3m (length) X 2.4m (height). ","each",1]
["2.1.7","TS021","Supply 25mm² four core aluminium supply cable ","m",30]
["2.1.8","TS021","Supply PRE and coupon ","sum",1]
["2.1.9","TS021","Supply 10mm² monitor cable","m",75]
["2.1.10","TS021","Supply 16mm² pipe cable ","m",150]
["2.1.11","TS005","Supply 70mm² bare copper earth cable to be installed around the TRU and also supply four earth rods. ","sum",1]
["Sub-total"]
[2.2,null,"VG Sludge TRU - Horizontal Anode Groundbed                  (26°41'43.56\"S,  27°55'32.45\"E)"]
["2.2.1","TS002","Supply 2m canistor MMO anodes X 200mm diameter with 2m tail cable (ground bed of total length of 151m) and canisters are to be filled with Sasol calcined petroleum coke ","each",50]
["2.2.2","Drg. RA-22675","Supply 1000mm length X 200mm diameter X 1mm thick galvanized steel canister spacer filled with Sasol calcined petroleum coke, installed before and in between the anodes as per drawing RA 22675.","each",51]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["2.2.3","Drg. RA-22675","Supply Sasol petrolium calcined coke breeze for anodes bacfilling. ","m³",13]
["2.2.4",null,"Supply 'Y' splicing kit for anode tail connections to the ring main cable ","each",50]
["2.2.5",null,"Supply all horizontal ground bed installation consumables","sum",1]
[]
["Sub-total"]
[3,null,"Supply Monitoring Points "]
[3.1,null,"Valve Chamber Monitoring Point "]
["3.1.1",null,"Supply 36mm steel galvanized conduit with saddles and end plastic caps @ 6m/chamber","m",80]
["3.1.2","Drg. RA_27645","Supply connection link panel for all valve chamber connections as per Drawing No RA_27645","no",13]
["3.1.3","TS021","Supply 2X16mm² black PVC/PVC pipe cable for pipe monitoring and cross bonding.","m",260]
["3.1.4","TS044","Supply concrete mass as per Drawing No RA_27646 for cable encasement","m³",4]
["3.1.6","TS015","Supply cable lugs, pipe connection metarials and coating make good material","sum",13]
["3.1.7","Drg. RA_17300","Supply chamber monitoring point and marker plate as per drawing ","no ",13]
[]
["Sub-total"]
[3.2,null,"Cross Bonding Facilities  to other Rand Water Pipelines at Chainage 950, 4350, 5350, 5400                              (A03, A02, A11, A07.A15,A21,A09,A05, B5,B11)"]
["3.2.1","TS013","Supply Crossbond Facility as per Rand Water Specification","each",4]
["3.2.2","TS014","Supply PRE and Coupon","sum",4]
["3.2.3","TS021","Supply 10mm² monitor cable","m",90]
["3.2.4","TS021","Supply 16mm² pipe cable ","m",416]
["3.2.5","TS019","Service Detection, Excavation, Trenching and Backfilling","sum",4]
["3.2.6","TS015","Supply cable lugs, coating make good materials and consumables  ","sum",4]
["Sub-total"]
[4,null,"Cross Bonding Facilities  to Foreign Pipelines"]
[4.1,null,"Cross Bonding Facilities  to Air Product Pipeline at chainagr 5100 and 5650"]
["4.1.1",null,"Supply Crossbond Facility as per Air Product's Specification","each",2]
["4.1.2","TS013","Supply Crossbond Facility as per Rand Water's  Specification","each",2]
["4.1.3","TS014","Supply PRE and Coupon","sum",2]
["4.1.4","TS011","Supply resistor bond as per Air Product's specification","each",2]
["4.1.5","TS011","Supply resistor bond as per Rand Water's specification","each",2]
["4.1.6","TS015","Supply cable lugs, coating make good materials and consumables  ","sum",2]
["Sub-total"]
[4.2,null,"Cross Bonding Facilities  to Sasol Pipeline at chainage 4400"]
["4.2.1","TS013","Supply Crossbond Facility as per Sasol's Specification","each",1]
["4.2.2","TS013","Supply Crossbond Facility as per Rand Water  Specification","each",1]
["4.2.3","TS014","Supply PRE and Coupon","sum",1]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["4.2.4","TS011","Supply resistor bond as per Sasol's specification","each",1]
["4.2.5","TS011","Supply resistor bond as per Rand Water's specification","each",1]
["4.2.6","TS015","Supply cable lugs, coating make good materials and consumables  ","sum",1]
["Sub-total"]
[5,null,"AC Mitigation System"]
[5.1,null,"Sypply AC Mitigation System "]
["5.1.1","TS032","Supply DC De-couplers","sum",2]
["5.1.2","TS032","Supply Zinc ribbon","m",820]
["5.1.3","TS032","Supply Chamber earth mat","sum",5]
[null,null,"Supply cable lugs and consumables","sum",5]
["Sub-total"]
[]
[6,null,"Insulation Flange Kit"]
[null,null,"Supply Insulation Flange Kits as per Rand Water Specification and drawing No. A 9548 on the pipeline's out let and inlet and both sides of the megflow meter."]
[6.1,"TS034","Supply full Insulation Flange Kit on the inlet and out let of the pipeline","each",2]
["Sub-total"]
[7,null,"Installation Activities"]
[7.1,null,"VG Sludge TRU                                 (26°41'43.56\"S,  28°55'32.45\"E) "]
["7.1.1","TS049","Install a vandal proof housing, durasafe or the steel structure","sum",1]
["7.1.2","TS001","Install 100V/100A Transformer Rectifier Unit (TRU) ","sum",1]
["7.1.3","TS049","Install double skin fence or Clearview fence of  around the TRU housing and the kiosk with the following dimension of 4.3m (breath)  X 8.3m (length) X 2.4m (height). ","sum",1]
["7.1.4","TS037","Install the electrical power KIOSK as per Rand Water specification.","sum",1]
["7.1.5","TS021","Excavate a trench of 1.5m deep X 0.5m width X 80m long to install the ring main positive cable of single core red 35mm² double insulated PVC cable.","sum",1]
["7.1.6","TS021","Excavate a trench and install a pipe cable of 2X 16mm² single core copper cable of 1.5m deep X 0.5m width X 70m long ","sum",1]
["7.1.7","TS021","Excavate a trench and install a supply cable of 25mm² four core aluminium cable of 1.5m deep X 0.5m width X 40m long ","sum",1]
["7.1.8","TS021","Install PRE and coupon ","sum",1]
["7.1.9","TS021","Install 10mm² monitor cable","sum",1]
["7.1.10","TS021","Install 2X16mm² pipe cable ","sum",1]
["7.1.11","TS044","Incase the cable in a concrete mass as per drawing 27645.","sum",1]
["7.1.12","TS015","Install cable lugs, consumables and repair coating  ","sum",1]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["7.1.13","TS019","Service Detection, Backfilling and Rehabilitation of the area","sum",1]
["7.1.14","TS036","Power application and installation, and the applcation of servitude.","sum",1]
["7.1.15","TS005","Install 70mm² bare copper earth cable around the TRU and also install four earth rods around the TRU. ","sum",1]
["Sub-total"]
[7.2,null,"VG Sudge TRU - Horizontal Anode Groundbed                  (26°33'31.99\"S,  28° 4'11.18\"E)"]
["7.2.1","TS002","Excavate a trench of 2.5m deep X 0.5m width X 151m long for the ground bed installation. ","sum",1]
["7.2.2","Drg. RA-22675","Install 50 MMO anodes and 51 spacers as per drawing RA 22675.","sum",1]
["7.2.3","Drg. RA-22675","Backfill the anodes with Sasol calcined petroleum coke breeze. ","sum",1]
["7.2.4",null,"Connect the anodes tail cable to the ring main using the 'Y' splicing kit. ","sum",1]
["7.2.5","TS019","Service Detection, Backfilling and Rehabilitation of the area.","sum",1]
["Sub-total"]
[8,null,"Installation of Monitoring Points "]
[8.1,null,"Valve Chamber Monitoring Point "]
["8.1.1",null,"Install 36mm steel galvanized conduit with saddles and end plastic caps @ 6m/chamber","sum",13]
["8.1.2","Drg. R0_27645","Install connection link panel for all valve chamber connections as per Drawing No R0_27645","sum",13]
["8.1.3",null,"Install 2X16mm² black PVC/PVC pipe cable ","sum",13]
["8.1.4","TS044","Install concrete mass as per Drawing No RA_27376 for cable encasement","sum",13]
["8.1.5","TS015","Install pipe cable connection and coating repair material ","sum",13]
["8.1.6",null,"Install cable lugs and cable to pipe stud welding","sum",13]
["8.1.7","Drg. RA_17300","Install chamber monitoring point and marker plate as per drawing ","sum",13]
["8.1.8","Drg. RA_17300","Install chamber  marker plate as per drawing ","sum",13]
["8.1.9","TS019","Service Detection, Excavation, Trenching and Backfilling","sum",13]
[]
["Sub-total"]
[8.2,null,"Cross Bonding Facilities  to Air Product Pipeline at chainage 5100 and 5100"]
["8.2.1","TS013","Install Crossbond Facility as per Air Product Specification at chainage 5100 and 5650","sum",3]
["8.2.2","TS013","Install crossbond facility as per Rand Water's Specification at chainage 4400, 5100 and chainage 5650","sum",3]
["8.2.3","TS014","Install PRE and Coupon as per Drw 27374","sum",3]
["8.2.4","TS011","Liase with Foreign service owners and perfom inteference test","sum",3]
["8.2.5","TS019","Service Detection, Excavation, Trenching and Backfilling","sum",3]
["Sub-total"]
[8.3,null,"Cross Bonding Facilities  to Sasol  at chainage 4400"]
["8.3.1","TS013","Install Crossbond Facility as per Sasol's Specification","each",1]
["8.3.2","TS013","Install Crossbond Facility as per Rand Water  Specification","each",1]
["8.3.3","TS014","Install   PRE and Coupon","sum",1]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["8.3.4","TS011","Install resistor bond as per Sasol's specification","each",1]
["8.3.5","TS011","Install resistor bond as per Rand Water's specification","each",1]
["8.3.6","TS015","Install cable lugs, coating make good materials and consumables  ","sum",1]
["Sub-total"]
[9,null,"Installtion of AC mitigation System"]
[9.1,null,"AC mitigation System"]
["9.1.1","TS032","Install DC De-couplers at chainage 5244 and 6013","sum",1]
["9.1.2","TS032","Install Zinc Ribbon from chainage 5200 to 6020","m",820]
["9.1.3","TS032","Install Valve Chamber Earth mat from (in valve chambers between chainage 4200 to 6016) as per Drawing No RA_27375","sum",1]
["9.1.4","TS019","Service Detection, Excavation, Trenching and Backfilling","sum",1]
["Sub-total"]
[10,null,"Insulation Flange Kit"]
[null,null,"Install Insulation Flange Kits as per Rand Water Specification and drawing No. A 9548 on the pipeline's out let and inlet and both sides of the megflow meter."]
[10.1,"TS034","Install full Insulation Flange Kit on the inlet and out let of the pipeline (","each",2]
["Sub-total"]
[11,null,"Commission and Testing "]
["11.1.1","TS035","Perform DCVG Survey  to be done as soon as backfilling is done.","m",6037.2]
["11.1.2",null,"Perform CIPS survey and compile a report as soon as the ICCP system has been switched on,","m",6037.2]
["11.1.3","TS023","Commissioning and Interference Testing ","sum",1]
["11.1.4","TS030","Final Documentation and Handover ","sum",1]
["Sub-total"]
[12,null,"Cross Bonding of the Flanges"]
[12.1,null,"Supply and install cross bonding steel plates on all pipe flanges using welding methods","No.",{"$f":"#REF!","v":{"$error":"#REF!"}}]
["Sub-total"]
[]
[]
[]
[]
["SCHEDULE 6 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 7 WP 3A SED","index":9,"n_rows":50,"n_cols":7,"rows_kept":50,"merged":[[14,9,19,23],[49,0,49,5]]}
[null,null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$1","v":0},{"$nulls":3},{"$f":"'Sch 1 WP 3A P&Gs'!G1","v":"VG Sludge Pipeline"}]
["Contract No.:",null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$2","v":"RW10397155/22"},{"$nulls":3},"Schedule 7:  Socio Economic Development"]
["Description:",null,{"$f":"'Sch 1 WP 3A P&Gs'!$C$3","v":"WP3A - Earthworks, pipe laying, jacking and associated civil works for a 6020m x 626mm OD"},{"$nulls":3},{"$f":"'Sch 1 WP 3A P&Gs'!G3","v":"2021-10-01"}]
[null,null,{"$f":"'Sch 1 WP 3A P&Gs'!C4","v":"steel pipeline from Vereeniging Pumping Station to Vaal River Bridge Crossing in Maccauvlei (SL1 Pipeline)"}]
[]
["Item ","Payment","Description","Unit","Qty","Rate","Amount"]
["No.","Refers"]
[]
[null,null,"SCHEDULE 7 :  SOCIO ECONOMIC DEVELOPMENT "]
[]
[1,null,"SKILLS DEVELOPMENT PROGRAM"]
[]
[1.1,"PS SED 8.5","Accredited training programmes are targeted which will provide the beneficiaries with significant and recognized credit value in accordance with the National Qualification Framework (NQF). ","%","SUMMARY SUBTOTAL A",{"v":0.02,"d":"2%"}]
[]
[1.2,null,"Contractors mark-up on Items 8.1.1","%","Amount of 1.1"]
[]
[2,null,"CORPORATE SOCIAL RESPONSIBILITY PROGRAM"]
[]
[2.1,"PS SED 8.5","Corporate Social Responsibility programs aimed at improving the livelihood of the community","%","SUMMARY SUBTOTAL A",{"v":0.01,"d":"1%"}]
[]
[2.2,null,"Contractors mark-up on Items 8. 2.1","%","Amount of 2.1"]
[]
[3,null,"COMMUNITY LIASON OFFICER"]
[]
[3.1,"PS SED  8.5","Community Liaison Officer. A key component in aiding the realisation of the SED objectives is effective community liaison with all the relevant role-players, structures, civic organisations and the community at large.","Sum",1]
[]
[3.2,null,"Contractors mark-up on Items 8.3.1","%","Amount of 3.1"]
[4,null,"SED Administration"]
[]
[4.1,"PS SED 8.5","Labour Management Services","%","SUMMARY SUBTOTAL A",{"v":0.01,"d":"1%"}]
[4.2,null,"Contractors mark-up on Items 8.4.1","%","Amount of 4.1"]
{"$rows_empty":18}
["SCHEDULE 7 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Summary - W3A","index":10,"n_rows":40,"n_cols":3,"rows_kept":40,"merged":[[27,0,27,1],[30,0,30,1],[31,0,31,1],[32,0,32,1],[35,0,35,1],[37,0,37,2],[39,0,39,2]]}
[null,null,{"$f":"'Sch 1 WP 3A P&Gs'!G1","v":"VG Sludge Pipeline"}]
["Tender No.:",{"$f":"'Sch 1 WP 3A P&Gs'!$C$2","v":"RW10397155/22"},"Summary"]
["Description:",{"$f":"'Sch 1 WP 3A P&Gs'!$C$3","v":"WP3A - Earthworks, pipe laying, jacking and associated civil works for a 6020m x 626mm OD"},{"$f":"'Sch 1 WP 3A P&Gs'!G3","v":"2021-10-01"}]
[null,{"$f":"'Sch 1 WP 3A P&Gs'!C4","v":"steel pipeline from Vereeniging Pumping Station to Vaal River Bridge Crossing in Maccauvlei (SL1 Pipeline)"}]
[]
[]
[null,"SUMMARY - WORK PACKAGE 3A"]
[]
["Schedule","Description","Amount"]
[]
[null,"PACKAGE 3A"]
[]
[1,"PRELIMINARY AND GENERAL : FIXED CHARGES + TIME RELATED"]
[]
[2,"OCCUPATIONAL HEALTH, SAFETY, ENVIRONMENT AND QUALITY (SHERQ)"]
[]
[3,"PROVISIONAL SUMS, PRIME COSTS AND DAYWORKS"]
[]
[4,"CIVIL SCOPE"]
[]
[5,"PIPELINE SCOPE"]
[]
[6,"CATHODIC PROTECTION SCOPE"]
[]
[7,"SOCIO ECONOMIC DEVELOPMENT "]
[]
[]
["SUBTOTAL A (W3A) ……………………………………..……………………………………………"]
[]
[]
["VALUE ADDED TAX"]
["Add 15% of Subtotal A ………..…….……………………..………...……..………………"]
["(Provisional sum based on current rate of VAT)"]
[]
[]
["TOTAL"]
[]
[]
[]
["SIGNED ON BEHALF OF TENDERER: ……………………………………………..……………………………………………."]

{"sheet":"PACKAGE 3B","index":11,"n_rows":23,"n_cols":4,"rows_kept":23,"merged":[[6,1,7,1],[17,2,18,6]]}
{"$rows_empty":11}
[{"$nulls":3},"BILL OF QUANTITIES"]
[]
[]
["DATE:",null,null,"Oct-21"]
[]
[]
["PROJECT TITLE:",null,"WORK PACKAGE 3B – DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)"]
[]
[]
["SAP PROJECT NUMBER:",null,null,"P.01665"]
[]
["CONTRACT NUMBER ",null,null,"RW10397155/22"]

{"sheet":"Sch 1 WP 3B P&Gs","index":12,"n_rows":172,"n_cols":7,"rows_kept":172,"merged":[[2,2,4,5],[9,1,10,1]]}
[{"$nulls":6},"ZB Sludge Pipeline"]
["Tender No.:",null,"RW10397155/22",{"$nulls":3},"Section 1 :  P&G Time Related"]
["Description:",null,"DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)",{"$nulls":3},"2021-10-01"]
[]
[]
[null,null,"SCHEDULE 1: PRELIMINARY AND GENERAL  "]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
["No.","Refers"]
[]
[null,"SABS 1200A","PRELIMINARY & GENERAL"]
[1.1,null,"FIXED CHARGES"]
[]
["1.1.1","8.3.1","Contractual Requirements"]
[]
["1.1.1.1",null,"Contractual Requirements","Sum",1]
[]
["1.1.2","8.3.2.1","Facilities for Engineer  (SABS 1200AB)"]
[]
["1.1.2.1",null,"Provision of Office for the Engineer's Representative as per PSAB 3.2, including toilet facilities as per PSAB 5.2","Sum",1]
[]
["1.1.2.2",null,"Provision of cellular phone as per PSAB 4.1","Sum",1]
[]
["1.1.2.3",null,"Provision of survey equipment as per PSAB 4.2","Sum",1]
[]
["1.1.2.4",null,"Name Board as per Engineer's instruction","No.",2]
[]
["1.1.2.5",null,"Provision of survey assistants as per PSAB 5.5","Sum",1]
[]
["1.1.3",null,"Facilities for Contractor"]
[]
["1.1.3.1","8.3.2.2","Offices, storage sheds, fencing, workshops, laboratories, etc.","Sum",1]
[]
["1.1.3.2","8.3.2.2","Ablution and latrine facilities","Sum",1]
[]
["1.1.3.3","8.3.2.2","Tools and equipment","Sum",1]
[]
["1.1.3.4","8.3.2.2","Water supplies, electric power and communications","Sum",1]
[]
["1.1.3.5","8.3.2.2","Dealing with water (See PS A 8.8.7)","Sum",1]
[]
["1.1.3.6","8.3.3","Other fixed charge obligations, including setting out of works, security of contractor's plant & personnel","Sum",1]
[]
["1.1.3.7","8.3.4","Remove all site establishment on completion","Sum",1]
[]
["1.1.4",null,"Temporary Works"]
[]
["1.1.4.1","8.2.1","Access to works including all temporary roads, excavations and ramps, etc.","Sum",1]
[]
["1.1.5",null,"Accommodation of traffic"]
[]
["1.1.5.1","PSA 8.8.2      ","Supply, operate, maintain and remove of traffic control devices, road signs, barricades, warning signs, including signs for construction vehicles and road markings and accommodate traffic (See PS A 5-10)","Sum",1]
[]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[]
["1.1.6","PSA 8.10","HIV / AIDS awareness"]
[]
["1.1.6.1",null,"Conduct HIV/AIDS awareness programme workshops on site for not less than 90% of the workers inclusive of all direct and indirect costs","Sum",1]
[]
["1.1.6.1.1",null,"Provide and maintain condom dispenser","Sum",1]
[]
["1.1.6.1.2",null,"Provide and maintain HIV/AIDS awareness posters","Sum",1]
[]
["1.1.6.1.3",null,"Provide information regarding voluntary testing of construction workers and counselling, support and care in a monthly report.","Sum",1]
[]
["1.1.7",null,"Quality Control"]
[]
["1.1.7.1","PS A 8.10","Quality control and all activities necessary to comply with all requirements of the specified quality control system as per PS 5.","Sum",1]
[]
["1.1.8",null,"High Voltage Safe Working Procedures"]
[]
["1.1.8.1","PSA 8.10","Comply with Safe Working Procedures for pipeline construction within High Voltage Transmission Lines Servitude (See TS041 in Specification Rand Water Cathodic Protection System Technical Specification)","Sum",1]
[]
[]
[1.2,"SABS 1200A","PRELIMINARY & GENERAL \nTIME RELATED ITEMS"]
[]
["1.2.1","8.4.1","Contractual Requirements"]
[]
["1.2.1.1",null,"Contractual Requirements","Month",18]
[]
["1.2.2","8.4.2.1","Operate and maintain facilities: Facilities for Engineer for duration of contract"]
[]
["1.2.2.1",null,"Provision of office for the Engineer's representative, incl. toilet facilities as per PSAB 3.2 and PSAB 5.2","Month",18]
[]
["1.2.2.2",null,"Provision of cellular phone as per PSAB 4.1","Month",18]
[]
["1.2.2.3",null,"Provision of survey equipment as per PSAB 4.2","Month",18]
[]
["1.2.2.4",null,"Name Board as per Engineer's instruction","Month",18]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["1.2.2.5",null,"Provision of survey assistants as per PSAB 5.5","Month",18]
[]
["1.2.3",null,"Operate and maintain facilities: Facilities for Contractor for duration of contract"]
[]
["1.2.3.1","8.4.2.2","Offices, storage sheds, fencing, workshops, laboratories, etc.","Month",18]
[]
["1.2.3.2","8.4.2.2","Ablution and latrine facilities","Month",18]
[]
["1.2.3.3","8.4.2.2","Tools and equipment","Month",18]
[]
["1.2.3.4","8.4.2.2","Water supplies, electric power and communications","Month",18]
[]
["1.2.3.5","8.4.2.2","Dealing with water (See PS A 8.8.7)","Month",18]
[]
["1.2.3.6","8.4.3","Supervision for duration of construction","Month",18]
[]
["1.2.3.7","8.4.4","Company and head office overhead costs","Month",18]
[]
["1.2.3.8","8.4.5","Other time related charges, including security of contractor's plant & personnel","Month",18]
[]
["1.2.4",null,"Temporary Works"]
[]
["1.2.4.1","8.2.1","Access to works including all temporary roads, excavations and ramps, etc.","Month",18]
[]
["1.2.5",null,"Accommodation of traffic"]
[]
["1.2.5.1","PSA 8.8.2      ","Supply, operate, maintain and remove traffic control devices, road signs, barricades, warning signs, including signs for construction vehicles and road markings (See PSA5-10) and accommodate traffic.","Month",18]
[]
["1.2.6",null,"HIV / AIDS awareness"]
[]
["1.2.6.1","PSA 8.10","Conduct HIV/AIDS awareness programme workshops on site for not less than 90% of the workers inclusive of all direct and indirect costs","Month",18]
[]
["1.2.6.2","PSA 8.10","Provide and maintain condom dispenser","Month",18]
[]
["1.2.6.3","PSA 8.10","Provide and maintain HIV/AIDS awareness posters","Month",18]
[]
["1.2.6.4","PSA 8.10","Provide information regarding voluntary testing of construction workers and counselling, support and care in a monthly report.","Month",18]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["1.2.7",null,"Quality Control"]
[]
["1.2.7.1","PS A 8.10","Quality control and all activities necessary to comply with all requirements of the specified quality control system as per PS 5.","Month",18]
[]
["1.2.8",null,"High Voltage Safe Working Procedures"]
[]
["1.2.8.1","PSA 8.10","Comply with Safe Working Procedures for pipeline construction within High Voltage Transmission Lines Servitude (See TS041 in Specification Rand Water Cathodic Protection System Technical Specification)","Sum",1]
[]
["1.2.9","PSA 8.8.11","Standing time costs","Days",30]
{"$rows_empty":25}
[null,null,"SCHEDULE 1 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 2 WP 3B SHERQ","index":13,"n_rows":161,"n_cols":7,"rows_kept":161,"merged":[[2,2,6,4],[8,2,8,3],[55,3,55,5],[69,0,74,0],[69,1,74,1],[70,3,74,3],[70,4,74,4],[79,3,89,3],[79,4,89,4],[90,0,93,0],[90,3,92,3],[90,4,92,4],[160,0,160,5]]}
[{"$nulls":6},{"$f":"'Sch 1 WP 3B P&Gs'!G1","v":"ZB Sludge Pipeline"}]
["Contract No.:",null,{"$f":"'Sch 1 WP 3B P&Gs'!$C$2","v":"RW10397155/22"},{"$nulls":3},"Schedule 2"]
["Description:",null,{"$f":"'Sch 1 WP 3B P&Gs'!C3:F5","v":"DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)"},{"$nulls":3},"2021-10-01"]
[]
[]
[]
[]
[]
[null,null,"SCHEDULE 2: OHS, QUALITY, SED & ENVIRONMENT"]
["Item ","Payment","Description","Unit","Qty","Rate","Amount"]
["No.","Refers"]
[2.1,"PSA 8.11","OCCUPATIONAL HEALTH AND SAFETY"]
[]
["2.1.1","2.4 & 2.5.","Preparation of the Contractor's site specific Health and Safety Plan","  lump sum",1]
[]
["2.1.2",3.2,"Principal Contractor's initial obligations in respect of the Occupational Health and Safety Act and Construction Regulations","  lump sum",1]
[]
["2.1.3",4,"Principal Contractor's time related obligations in respect of the Occupational Health and Safety Act and Construction Regulations","  month",18]
[]
["2.1.4","10.d","Provision of Personal Protective Equipment (PPE)",null,1]
[]
["2.1.5","3.2.1","Provision of a full-time Construction Health and Safety Officer"," month",18]
[]
["2.1.6",15,"Cost of medical certificates and medical surveillance"]
[]
[null,15,"(a) Initial (baseline) medical examinations","lump sum",1]
[]
[null,15,"(b) Periodic  examinations","lump sum",1]
[]
[null,15,"(c)Exit examinations","lump sum",1]
[]
["2.1.7",9.3,"Induction training","lump sum",1]
[]
["2.1.8",16,"Provision of First Aid Boxes to GSR requirements and other emergency safety equipment such as fire extinguishers.","lump sum",1]
[]
["2.1.9","24 C09","Transportation of Workers","lump sum",1]
[]
["2.1.10",11,"Welfare Facilities","lump sum",1]
[]
["2.1.11",14,"Occupational Hygiene Surveys","lump sum",1]
[]
["2.1.12",10,"Training","lump sum",1]
[]
["2.1.13","Part B (Annexure 11.1)","Security requirements including the security risk assessment (before site establishment)","  lump sum",1]
[]
["2.1.14","24 C14, 7 ","Employee wellness programs","lump sum",1]
[]
["2.1.15",7,"Drug and Alcohol Testing, Policies and Procedures","lump sum",1]
[]
["2.1.16","Part B 10 k","Barricading","lump sum",1]
[]
["2.1.17","Part B 10 a ","Safety notices and signs","lump sum"]
[]
["2.1.18",8,"SHE  Incentives","lump sum"]
[]
["2.1.19","3.2.1 & 5C","COVID-19 Prevention and Management: The Engineer to advise at the relevant stage after award","PC SUM"]
[]
["2.1.20","Part B 10n,6.6 ","Adequate ventilation and lighting during construction","lump sum"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["2.1.21",2.9,"Submission of the Health and Safety File (hard and soft copies)","lump sum"]
[]
[]
["2.2.","PSA 8.3.14","ENVIRONMENT"]
[]
["2.2.1",8,"Administrative requirements as per the approved EMPr. Submission and Maintanance of the Contractors environmental file based on RW's environmental file approval checklist.\n\n","Sum",1]
[]
["2.2.2",9.2,"Emergency preparedness funding"]
[null,null,"a)          Provision for bee, snake and other fauna removal","Sum",1]
[null,null,"b)          Provision for hydrocarbon spillages that require intervention from professional clean up provider"]
[null,null,"c)           Provision to clean up sewage spillages"]
[null,null,"d)          Equipment for fire fighting"]
[null,null,"e)          Call out of fire department"]
["2.2.3","9.1.4","Environmental awareness and training "]
[null,null,"The rate for this item shall include costs for inductions and environmental awareness and training","Sum",1]
["2.2.4",9.2,"Social integration of the project to the public "]
[null,null,"The rate for this item shall include costs for establishment of construction campsite and working areas","Sum",1]
["2.2.5",9.3,"Establishment of site camp and works area.","Sum",1]
[null,null,"Signage The rate for this item must cover all expenses incurred in preparing signage at the entrance of the site offices indicating the following information "]
[null,null,"·        The contractor’s contact numbers"]
[null,null,"·        ECO details "]
[null,null,"·        Emergency numbers and provision for: – snake removal, bee removal, fire, large hydrocarbon spillages, sewerage spillages"]
[null,null,"Identiying the PPE  required before entering a specific area"]
[null,null,"Signage measuring a minimum of 30mmx30mm must also be made available for no go areas."]
[null,null,"speed limits signage"]
[null,null,"no go area signage"]
[null,10.8,"marking of no go areas (topsoil and water courses)"]
["2.2.6","9.3.4 to 9.3.4.2, & 10.8.2","Barricading and demarcation"]
[null,null,"a.   Screening for unsightly works","sum",1]
[null,null,"b. Clear fencing and demarcating of the working foot print"]
[null,null,"c. Barricading and fencing of sensitive no go areas"]
[]
["2.2.7",12,"Pollution prevention and preservation of environmental resources "]
[null,null,"The rate for this item shall include costs for  pollution prevention and preservation of environmental resources","sum",1]
[null,null,"a) Cleaning the site of litter and rubble","sum",1]
[null,null,"b)Weed control on site","sum",1]
[null,null,"c)        Labbelled waste bins and receptacles that comply with the waste clauses of the Environmental specification.","sum",1]
[null,null,"d,  Servicing and safe disposal at a waste facility of ablution facilities","sum"]
[null,null,"e, Provision of water carts (twice a day or as per EMP)","sum"]
[null,null,"f)  Appropriate skips for waste separation","sum",1]
[null,null,"g) General waste Waste removal","sum",1]
[null,null,"h)Bunding facility for hazardous products","sum",1]
[null,null,"i) Recycled waste management  Waste removal","sum",1]
[null,null,"j) Spillage kits to clean up spillages  ","sum",1]
[null,null,"k) Hard impervious surfaces for storage of chemicals","sum",1]
[null,null,"l)Bunding facility for hazardous products","sum",1]
[null,null,"m)  Labelled containers for decanting of liquids","sum",1]
[null,null,"n) Drip trays for all vehicles staying on site over night","sum",1]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["2.2.8",9.5,"Preservation of the environment: fauna ,flora, scenic value,  Archaeological artefacts"]
["2.2.9","9.5.3","Erosion control and silt management The amount shall represent the costs associated with the practice of preventing or controlling wind or water erosion during construction. The erosion control measures must effectively prevent water pollution, soil loss, wildlife habitat loss and human property loss.  The rate shall also include the costs of silt control where devices shall be designed to keep eroded soil on a construction site, so that it does not wash off and cause water pollution to a nearby stream, river, lake, or dam.","Lump Sum",1]
[null,null,"construction of berms"]
[null,null,"Sediment control structures"]
[null,null,"Silt fences "]
["2.2.10",null,"Final clean up and rehabilitation of the construction camp to the state in which it was prior to comencement of work","Lump Sum",1]
["2.2.11",null,"Appointment of the contractor's environmental officer for the duration of the Project","sum",1]
[]
[2.3,null,"QUALITY CONTROL AND ASSURANCE "]
[]
["2.3.1","8.4.3","Supervision for duration of construction including Quality Assurance as per TS 3.2 and TS2.33 including equipment factory acceptance tests","Sum",1]
[]
["2.3.2",null,"Provision of Quality Control Plans ","Sum",1]
[]
["2.3.3",null,"Provision of Welding, Coating and NDT inspection personel","Sum",1]
[]
["2.3.5",null,"Maintenance of Testing equipments ( Calibration of Equipment ) ","Rate ",1]
[]
["2.3.6","PS A 8.10","Quality control and all activities necessary to comply with all requirements of the specified quality control system as per PS 5 & TS2.32.","Sum",1]
[]
["2.3.7",null,"Provision for Training of Quality control personel","Sum",1]
[]
["2.3.8",null,"Maintenance of Testing and Inspection  documentation (Data Pack  Management)  and handing over to Rand Water prior to the commencement of the Defects Liability Period.","Sum ",1]
{"$rows_empty":24}
["SCHEDULE 2 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 3 WP 3B Prov Sums","index":14,"n_rows":186,"n_cols":7,"rows_kept":186,"merged":[[2,2,5,5],[7,2,7,5],[185,0,185,5]]}
[{"$nulls":6},{"$f":"'Sch 1 WP 3B P&Gs'!G1","v":"ZB Sludge Pipeline"}]
["Contract No.:",null,{"$f":"'Sch 1 WP 3B P&Gs'!C2","v":"RW10397155/22"},{"$nulls":3},"Schedule 3"]
["Description:",null,{"$f":"'Sch 2 WP 3B SHERQ'!C3:E7","v":"DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)"},{"$nulls":3},{"$f":"'Sch 1 WP 3B P&Gs'!G3","v":"2021-10-01"}]
[]
[]
[]
[]
[null,null,"SCHEDULE 3: PROVISIONAL SUMS AND DAYWORKS"]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
["No.","Refers"]
[]
[3.1,"SABS 1200A","PROVISIONAL SUMS, PRIME COSTS AND OTHER COSTS"]
[]
["3.1.1",null,"As Builts"]
[]
["3.1.1.1","TS 4.23","The provision of detailed as-built drawings of the completed works as per PS 19, TS 2.34","Sum",1]
[]
["3.1.2",null,"Access to spoil sites"]
[]
["3.1.2.1","PSA 8.10","The identification of spoil sites for the disposal of unsuitable or surplus excavation materials, negotiations and agreement with relevant owners and/or authorities and the provision of access to designated spoil sites as per PS 17","Sum",1]
[]
["3.1.3","SABS","Provisional Sums allowed for by the Client"]
[null,"1200A"]
["3.1.3.1",null,"Relocation of existing services"]
[]
["3.1.3.1.1","8.5 (b)(1)\n\nPS. 9.7.1 ","Provisional sum for the identification and relocation of existing services (water mains, overhead or underground electrical, etc) by services utilities","Prov. Sum",1,{"v":500000,"d":"R500,000.00"},{"$f":"F26","v":{"v":500000,"d":"R500,000.00"}}]
[]
["3.1.3.1.2","8.5 (b)(2)","Contractors mark-up on Item 3.1.3.1.1","%"]
[]
["3.1.3.2",null,"Additional surveys"]
[]
["3.1.3.2.1","8.5 (b)(1)","Additional topographical surveys by nominated specialist as ordered by Engineer","Prov. Sum",1,{"v":20000,"d":"R20,000.00"},{"$f":"F32*E32","v":{"v":20000,"d":"R20,000.00"}}]
[]
["3.1.3.2.2","8.5 (b)(2)","Contractors mark-up on Item 3.1.3.2.1","%"]
[]
["3.1.3.3",null,"Office equipment"]
[]
["3.1.3.3.1","8.5 (a)","Provisional Sum for supply of office equipment for Engineer's Representative Offices not included under Item 2 of Section 1 of Bill of Quantties","Prov. Sum",1,{"v":10000,"d":"R10,000.00"},{"$f":"F38*E38","v":{"v":10000,"d":"R10,000.00"}}]
[]
["3.1.3.3.2","8.5 (b)(2)","Contractor's mark up on Item 3.1.3.3.1","%"]
[]
["3.1.3.4",null,"Additional geotechnical investigations & Tests"]
[]
["3.1.3.4.1","8.5 (b)(1)","Provisional sum for additional geotechnical investigations (including grading analysis, compactibility tests, etc) by nominated specialists, where ordered by the Engineer.","Prov. Sum",1,{"v":50000,"d":"R50,000.00"},{"$f":"F44*E44","v":{"v":50000,"d":"R50,000.00"}}]
[]
["3.1.3.4.2","8.5 (b)(2)","Contractors mark-up on Items 3.1.3.4.1","%"]
[]
["3.1.3.4.1",null,"Additional non-destructive pipeline testing"]
[]
["3.1.3.4.1.1","8.5 (b)(1)","Provisional sum for additional non-destructive pipeline testing as directed by Engineer ","Prov. Sum",1,{"v":50000,"d":"R50,000.00"},{"$f":"F50*E50","v":{"v":50000,"d":"R50,000.00"}}]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["3.1.3.4.1.2","8.5 (b)(2)","Contractors mark-up on Items 3.1.3.5.1","%"]
[]
["3.1.3.5",null,"Dosing Point and Sampling Point Chambers"]
[]
["3.1.3.5.1",null,"Provisional Sum for the construction of 2 Access Chambers (~2.5x2.5m each) for the PH Dosing Point and Sampling Point should the Existing Pipe be used. Including Sump Pumps, Electrification and and the Automation of the Sump Pump on each Chamber. Chambers to be cast insitu.","Prov. Sum",1]
["3.1.3.5.2",null,"Contractors mark-up on Items 3.1.3.5.1","%"]
[]
["3.1.3.6","PSA 8.10","Access Road "]
[]
["3.1.3.6.1",null,"Allow Provisional Sum for paving of access road","Prov. Sum",0]
[]
["3.1.3.6.2","PSA 8.10","Contractors mark-up on Item 3.1.3.6.1","%"]
[]
["3.1.3.6.3","PSA 8.10","Provisional sum for additional design and works as directed by the Engineer","Prov. Sum",1,{"v":2000000,"d":"R2,000,000.00"},{"v":2000000,"d":"R2,000,000.00"}]
[]
["3.1.3.6.4",null,"Contractors mark-up on Item 3.1.3.6.3","%"]
[]
["3.1.4",null,"Other costs"]
[]
["3.1.4.1","PSA 8.8.8","Discontinue operations (where instructed by the Engineer due to lack of access) and transfer plant,equipement and labour"]
[]
["3.1.4.1.1",null,"Over a route distance not exceeding 1 km ","No",1]
[]
["3.1.4.2","PSA 8.8.11","Standing time costs","Days",30]
[]
["3.1.4.3","PSA 8.8.12","Carry out operations in a confined and reduced working strip width","m",600]
[]
[]
["3.1.3.1","TS1.16.20","Inspection requirements"]
[]
["3.1.3.1.1","TS1.16.20","Allow / Sum for the attendance of a RW official, or any person as designated by RW,  to travel to, inspect manufacturing and testing at the manufacturers premises, to include all travel, accommodation and incidental costs","Sum",1]
[]
["3.1.3.1.2",null,"Radiographic/ Non-destructive testing"]
[]
["3.1.3.1.2.1","TS1.16.15","Allow / Sum for radiographic examination of circumferential welds by nominated Specialist as ordered by the Engineer","Sum",1]
[]
["3.1.6","PSA 8.10","Reinstatement of Existing roads"]
[]
["3.1.6.1",null,"Reinstatement of exisitng road as per Authorities or Road Owner or  Design requirements.","Prov. Sum",1,{"v":100000,"d":"R100,000.00"},{"$f":"F93*E93","v":{"v":100000,"d":"R100,000.00"}}]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["3.1.7",null,"Testing of Materials"]
[]
["3.1.7.1","PSDB 8.3.13","Testing of materialsof on site","Prov sum",1,{"v":25000,"d":"R25,000.00"},{"$f":"F100*E100","v":{"v":25000,"d":"R25,000.00"}}]
[]
["3.1.7.2","PSA 8.10","Contractors mark-up on Item 3.1.7.1","%"]
[]
["3.1.8",null,"Removing/dealing existing structures "]
[]
["3.1.8.1","PSA 5.14","Removing existing pipe ","m",600]
[]
["3.1.8.1","PSA 5.14","Fill existing pipe with sludge","m³",57]
[]
[3.2,"SANS","DAYWORKS"]
[null,"1200A"]
["3.2.1",8.7,"Labour by class"]
[]
["3.2.1.1",null,"Unskilled Labourers","hrs",250]
[]
["3.2.1.2",null,"Semi Skilled Labourers","hrs",100]
[]
["3.2.1.3",null,"Skilled labour","hrs",40]
[]
["3.2.2",8.7,"Labour by trade"]
[]
["3.2.2.1",null,"Construction Hand and Operator","hrs",100]
[]
["3.2.2.2",null,"Carpenter","hrs",25]
[]
["3.2.2.3",null,"Clerk","hrs",25]
[]
["3.2.2.4",null,"Artisans","hrs",50]
[]
["3.2.2.5",null,"Foreman","hrs",50]
[]
["3.2.2.3.2",null,"Gangers and Section Leaders","hrs",50]
[]
["3.2.2.7",null,"Steel fixer","hrs",25]
[]
["3.2.2.8",null,"Bricklayer or Plasterer","hrs",25]
[]
["3.2.2.9",null,"Welder","hrs",25]
[]
["3.2.3",8.7,"Materials"]
[]
["3.2.3.1",null,"Provisional sum for cost of material","Sum",1,{"v":75000,"d":"R75,000.00"},{"v":75000,"d":"R75,000.00"}]
[]
["3.2.3.2",null,"Contractors mark-up on material","%"]
[]
["3.2.4",8.7,"Plant"]
[]
[null,null,"Tenderers to insert the hire rate at which each item will be charged, which is to cover all relevant costs of plant hire, including operating crew"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["3.2.4.1",null,"Lowbed transport of plant to and from site","t.km",{"v":1000,"d":"1,000"}]
[]
["3.2.4.2",null,"Bulldozer and ripper (D6 or equivalent)","hrs",20]
[]
["3.2.4.3",null,"Grader (120G or equivalent)","hrs",20]
[]
["3.2.4.4",null,"Front end wheel loaders (Cat 950 or similar)","hrs",20]
[]
["3.2.4.5",null,"Back acting excavators (Hitachi EX200 or similar)","hrs",20]
[]
["3.2.4.3.2",null,"T L B","hrs",20]
[]
["3.2.4.7",null,"Tractors and drawn trailers and rollers","hrs",20]
[]
["3.2.4.8",null,"Compactors (D72Y or equivalent)","hrs",20]
[]
["3.2.4.9",null,"Compressors (250CFM or equivalent)","hrs",40]
[]
["3.2.4.10",null,"Trucks (7t or equivalent)","hrs",40]
[]
["3.2.4.11",null,"Tip Trucks (10t or equivalent)","hrs",40]
[]
["3.2.4.12",null,"Water Tanker","hrs",40]
[]
["3.2.4.13",null,"Plate Compactor","hrs",40]
[]
["3.2.4.14",null,"Light delivery vehicles (1t or equivalent)","km",{"v":3000,"d":"3,000"}]
[]
["3.2.4.15",null,"Site Boom","No.",1]
[]
["3.2.4.13.2",null,"Generator","No.",1]
[]
[]
["SCHEDULE 3 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 4 WP 3B Automation","index":15,"n_rows":69,"n_cols":7,"rows_kept":69,"merged":[[1,9,1,11],[2,2,5,5],[2,9,2,11],[5,9,5,11],[9,7,10,7],[68,0,68,5]]}
[{"$nulls":6},{"$f":"'Sch 1 WP 3B P&Gs'!G1","v":"ZB Sludge Pipeline"}]
["Contract No.:",null,{"$f":"'Sch 1 WP 3B P&Gs'!$C$2","v":"RW10397155/22"},{"$nulls":3},"Schedule 4"]
["Description:",null,{"$f":"'Sch 1 WP 3B P&Gs'!$C$3","v":"DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)"},{"$nulls":3},{"$f":"'Sch 1 WP 3B P&Gs'!G3","v":"2021-10-01"}]
[]
[]
[]
[]
["SCHEDULE 4: AUTOMATION."]
["Price Schedule 4: Bill of Quantities for Automation (Refer to Automation System Specification for details)"]
["Item ","System Spec","Description","Unit","Qty","Rate","Amount"]
["No.","Refers"]
["4.1.","3.1.","Design Pack"]
["4.1.1.","3.1.1.","Complete design pack"]
["4.2.","3.2.","Valve Control"]
["4.2.1.","3.2.1.","The Contractor shall put into operation complete communication wiring to the Sludge pipeline cross connection valve actuators and sludge bypass valve actuators","sum"]
[4.3,"3.3.","PLC"]
["4.3.1","3.3.1.","The Contractor shall put into operation set of PLC with all modules and ancillary item","each",3]
["4.4.","3.4.","Flow Measurement"]
["4.4.1.","3.4.1.","The Contractor shall put into operation Profibus DP copper compatible magnetic flow meter for Sludge Pipeline","each",1]
["4.5.","3.5.","HMI"]
["4.5.1","3.5.1.","The Contractor shall put into operation HMIs for the kiosks","each",3]
["4.5.2","3.5.2.","The Contractor shall put into operation HMI applications","each",3]
["4.6.","3.6.","SCADA"]
["4.6.1","3.6.1","The Contractor shall put into operation SCADA application","each",1]
["4.6.2.","3.6.2.","The Contractor shall put into operation SCADA computer tower","each",2]
["4.6.3.","3.6.3.","The Contractor shall put into operation SCADA display screens.","each",4]
["4.6.4.","3.6.4.","The Contractor shall put into operation sets of mouse and keyboard.","each",4]
["4.7.","3.7.","Panels"]
["4.7.1.","3.7.1.","The Contractor shall put into operation galvanized kiosks","each",3]
["4.7.2.","3.7.2.","The Contractor shall put into operation Earthing and Lightning protection for kiosks","each",3]
["4.7.3.","3.7.3.","The Contractor shall put into operation complete chassis plate with equipment for kiosks","each",3]
["4.8.","3.8.","Ethernet"]
["4.8.1.","3.8.1.","The Contractor shall put into operation Ethernet switches","each",6]
["4.8.2.","3.8.2.","The Contractor shall put into operation complete Ethernet cable patch leads for each kiosk","sum"]
["4.9.","3.9.","Din Rail UPS and Batteries"]
["4.9.1.","3.9.1.","The Contractor shall put into operation sets din rail mount UPS with batteries","each",3]
["4.10.","3.10.","Profibus"]
["4.10.1.","3.10.1.","The Contractor shall put into operation OLM","each",3]
["4.10.2.","3.10.2.","The Contractor shall put into operation PRM modules","each",3]
["4.10.3.","3.10.3.","The Contractor shall put into operation Profibus DP fiber cable","m",500]
["4.10.4.","3.10.4.","he Contractor shall put into operation Profibus DP fiber FDU","each",10]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["4.11.","3.11.","Sump pump control panel cabling"]
["4.11.1.","3.11.1.","The Contractor shall put into operation multicore cable","m",500]
["4.12.","3.12.","Ethernet Radio"]
["4.12.1.","3.12.1.","The Contractor shall put into operation Ethernet Radios","each",8]
[]
[null,null,"OTHER PLEASE SPECIFY IN FULL BELOW:"]
{"$rows_empty":18}
["SCHEDULE 4 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 5 WP 3B Civil","index":16,"n_rows":197,"n_cols":7,"rows_kept":197,"merged":[[1,9,1,11],[2,2,5,5],[2,9,2,11],[5,9,5,11],[8,7,9,7],[164,1,165,1],[196,0,196,5]]}
[{"$nulls":6},{"$f":"'[6]Sch 1 WP 3B P&Gs'!G1","v":"ZB Sludge Pipeline"}]
["Contract No.:",null,{"$f":"'Sch 4 WP 3B Automation'!C2","v":"RW10397155/22"},{"$nulls":3},"Schedule 5"]
["Description:",null,{"$f":"'Sch 4 WP 3B Automation'!C3:F6","v":"DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)"},{"$nulls":3},{"$f":"'[6]Sch 1 WP 3B P&Gs'!G3","v":"2021-10-01"}]
[]
[]
[]
[]
[null,null,"SCHEDULE 5: VALVE CHAMBERS: EARTHWORKS, CONCRETE AND STEELWORK"]
["Item ","Payment","Description","Unit","Qty","Rate","Amount"]
["No.","Refers"]
["5.1","SANS     1200 C","SECTION C: SITE CLEARANCE"]
[]
["5.1.1","8.2.1","Clear and grub","ha",{"v":0.0035,"d":"0.00350"}]
[]
["5.1.2","8.2.4","Reclear surfaces (only on instructions from the engineer)","ha",{"v":0.0035,"d":"0.00350"}]
[]
["5.1.3","8.2.10","Remove topsoil to nominal depth of 150mm and stockpile","m²",10]
[]
[]
[5.2,null,"EARTHWORKS"]
[]
["5.2.1","SABS 1200DA","Excavation for chambers"]
[]
["5.2.1.1","8.3.2(a)","Excavation in all materials for chambers and other minor structures outside the limits of the trench excavation, backfill, compact and dispose of surplus / unsuitable material, Including shoring.","m³",150]
[]
["5.2.1.2","8.3.2(b)","Extra over Item 5.1.1.1 for excavation in hard rock.","m³",20]
[]
["5.2.1.3","1200DB 8.3.2 (c)","Excavate unsuitable material from chamber bottom and dispose.","m³",15]
[]
["5.2.1.4",null,"a) Imported layerworks material compacted in layers not exceeding 100 mm in thickness compacted to 95%MOD AASHTO Density at -1% to +2% OMC.","m³",15]
[]
["5.3",null,"VALVE CHAMBERS - CONCRETE AND STEELWORK"]
[]
[null,"SABS\n1200GA","Isolation -, Cross connection Valve Chambers: "]
[]
["5.3.1",null,"Concrete"]
[]
["5.3.1.1","8.4.2","50mm Class 15/19MPa Blinding Layer","m³",{"$f":"ROUNDUP(((6.1*6.1*0.05)*1.15),0)","v":3}]
[]
["5.3.1.2","8.4.3","Strength concrete Grade 35MPa/19mm for floor slab, walls and roof","m³",{"$f":"ROUNDUP(((K40)*1.1),1)","v":0}]
[]
["5.3.2",null,"Formwork"]
[]
[null,null,"Supply all materials, install and remove formwork (rate to include for forming of 20 x 20 chamfers to all exposed edges for:"]
[]
["5.3.2.1","8.2.3","Narrow Widths"]
[]
["5.3.2.1.1",null,"Sides of roof slab 180mm high","m",26]
[]
["5.3.2.1.2",null,"Sides of downstand beams 180mm high","m",{"$f":"ROUNDUP((2*(2*(1.4+1))),0)","v":10}]
[]
["5.3.2.1.3",null,"Sides of base slab 400mm high","m",{"$f":"ROUNDUP((2*5.1+2*5.1),0)","v":21}]
[]
["5.3.2.2","8.2.6","Box out Holes / Form Voids"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["5.3.2.2.1",null,"To box out hole for 0.6m diameter pipe for depth not exceeding 400mm thick","No.",0]
[]
["5.3.2.2.2",null,"To box out hole for 1.0m diameter pipe for depth  exceeding 400mm thick","No.",0]
[]
["5.3.2.2.3",null,"To box out hole for 0.8m diameter pipe for depth  exceeding 400mm thick","No.",0]
[]
["5.3.2.2.4",null,"To box out hole for 0.6m diameter pipe for depth  exceeding 400mm thick","No.",3]
[]
["5.3.2.2.5",null,"To box out hole for 0.2m diameter pipe for depth  exceeding 400mm thick","No.",0]
[]
["5.3.2.2.6",null,"To box out hole for 0.1m diameter pipe for depth in roof (including sleeve) exceeding 400mm thick","No.",3]
[]
["5.3.2.2.7",null,"To box out hole in floor 500mm x 500mm x 200mm (Sump)","No.",1]
[]
["5.3.2.2.8",null,"To box out hole for1.3x1.3x 0.2m thick cover slab in the roof slab","No.",1]
[]
["5.3.2.3","8.2.2","Smooth Formwork"]
[]
["5.3.2.3.1",null,"To walls","m²",{"$f":"I77","v":0}]
[]
["5.3.2.3.2",null,"To underside of roof slab","m²",11]
[]
["5.3.2.4","8.4.4","Unformed surface finishes"]
[]
["5.3.2.4.1",null,"Wood floated finish to top of floor slab","m²",{"$f":"4.4*4.4","v":{"v":19.360000000000003,"d":"19"}}]
[]
["5.3.3","8.1.2","Reinforcement"]
[]
["5.3.3.1","8.3.4","High Tensile Steel Bars","t",{"$f":"$E$63*0.2","v":0}]
[]
["5.3.3.2","8.3.1","Mild Steel Bars","t",{"$f":"$E$63*0.05","v":0}]
[]
["5.4",null,"Concrete Plinths: (see drawing number RA27786/16/04) Supply, deliver and install complete with fittings and sealants"]
[]
["5.4.1",null,"Concrete"]
[]
["5.4.1.1","8.4.2","50mm Class 15/19MPa Blinding Layer","m³",{"$f":"80*(3.6*2.25*0.05)*1.1","v":{"v":35.64000000000001,"d":"36"}}]
[]
["5.4.1.2","8.4.3","Strength concrete Grade 30MPa/19mm","m³",{"$f":"ROUNDUP((80*(1.25*2.6*0.4+1.25*2*0.4)*1.1),0)","v":203}]
[]
["5.4.2",null,"Formwork"]
[]
[null,null,"Supply all materials, install and remove Class 3A shuttering (rate to include for forming of 20 x 20 chamfers to all exposed edges for:"]
[]
["5.4.2.1","8.2.3","Narrow Widths"]
[]
["5.4.2.1.1",null,"Sides of base slab 400mm high","m",{"$f":"80*(2*1.25+2*2.6)","v":616}]
[]
["5.4.2.2","8.4.4","Unformed surface finishes"]
[]
["5.4.2.2.1",null,"Wood floated finish to top of floor slab ","m²",{"$f":"80*(1.2*1.25)","v":120}]
[]
["5.4.2.3","8.2.2","Smooth Formwork"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["5.4.2.3.1",null,"Plinth walls","m²",{"$f":"80*(2*2*1.25+2*2*0.4)","v":528}]
[]
["5.4.3","8.1.2","Reinforcement"]
[]
["5.4.3.1","8.3.4","High Tensile Steel Bars","t",{"$f":"$E$125*0.2","v":0}]
[]
["5.4.3.2","8.3.1","Mild Steel Bars","t",{"$f":"$E$125*0.05","v":0}]
[]
["5.4.3.3","8.2.6","Box out Holes / Form Voids"]
[]
["5.4.3.3.1",null,"To box out hole for 0.7m diameter pipe for depth not exceeding 400mm","No.",80]
[]
["5.4.4",null,"Miscellaneous"]
[]
[null,null,"Supply all materials and install galvanised steel ladders complete as detailed on Rand Water Detail Drg A7406 with lengths of:"]
[]
["5.4.4.1",null,"3,5m - 4,0m","No.",2]
[]
["5.4.4.2",null,"Mass concrete stairs as per drawing RA27329","No.",2]
[]
["5.4.4.3","SANS 1200 HA 8.3.10","Collect from Rand Water Supply and install 590 x 490mm square steel fibre concrete lockable manhole cover as per Rand Water Detail Drg 11860","No.",2]
[]
["5.5",null,"Supply and install hold down straps complete with gussets, hold down bolts, rubber insertion and malthoid for protection of pipeline as per drawing RA27786/16/04"]
[]
["5.5.1",null,"Hold down straps etc","No.",100,null,{"$f":"E140*F140","v":0}]
[]
["5.6","SANS 1200 HA  8.3.12","Steel valve supports as detailed on Rand Water Detail Drg A12210:"]
[]
["5.6.1",null,"DN 600","No",2,null,{"$f":"E144*F144","v":0}]
[]
["5.6.2",null,"DN 150","No",1]
[]
["5.7","PSA 8.10","Survey pegs and marking"]
[]
["5.7.1",null,"Supply and install survey reference and benchmark details on pipeline route as per Rand Water Standards","No.",3,null,{"$f":"E150*F150","v":0}]
[]
["5.7.2",null,"Marking of concrete chambers.  Chamber names/numbers stencilled in 100mm high black paint on all chambers","No.",2,null,{"$f":"E152*F152","v":0}]
[]
["5.8",null,"Flow Meter Chamber (Provisional)"]
[]
["5.8.1",null,"Provisional sum for chamber to house the 400mm diameter Flow meter in case the existing 700mm is to be used","Prov. Sum",1,"R1,500,000","R1,500,000"]
[]
["5.8.2",null,"Contractors mark-up on Item 44","%",{"$f":"F156","v":"R1,500,000"}]
[]
["5.9","PSA 8-10","Water Tightness Test"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["5.9.1","SANS 2001-CC1- 5.1.6","Water tightness Test of all concrete chambers (excluding air valves) according to the Civil Specification","No.",1,null,{"$f":"E165*F165","v":0}]
[]
["5.10",null,"Grab rails and platforms"]
[]
["5.10.1","PSHA  8.3.7","Supply and install Grab Rails as detailed on Rand Water Detail Drg. A9858","No.",2,null,{"$f":"E169*F169","v":0}]
[]
["5.11",null,"Pipe markers"]
[]
["5.11.1","PSGA        8.15","Collect from Rand Water and install pipe markers/beacons on pipeline route as per Rand Water Standards.","No.",4,null,{"$f":"E173*F173","v":0}]
[]
["5.12",null,"Steel Platforms"]
[]
["5.12.1",null,"Supply, deliver and install platforms as per the design details on the Isolation Valve chamber drawing","No.",1]
[]
["5.13",null,"Stairs, Landings and Handrails"]
[]
[null,"PSA 8.10","Remove existing stairs and landings, Modify and fabricate to suite site conditions, paint and reposition the stairs and landings over pipes."]
[]
["5.13.1",null,"Stairs and landings","No.",22,null,{"$f":"E183*F183","v":0}]
[]
["5.13.2",null,"Handrails","No.",11,null,{"$f":"E185*F185","v":0}]
{"$rows_empty":11}
["SCHEDULE 4 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 6 WP 3B Electrical","index":17,"n_rows":190,"n_cols":7,"rows_kept":190,"merged":[[1,8,1,10],[2,2,5,4],[2,8,2,10],[5,8,5,10],[189,0,189,5]]}
[{"$nulls":6},{"$f":"'[6]Sch 1 WP 3B P&Gs'!G1","v":"ZB Sludge Pipeline"}]
["Contract No.:",null,{"$f":"'Sch 4 WP 3B Automation'!C2","v":"RW10397155/22"},{"$nulls":3},"Schedule 6"]
["Description:",null,{"$f":"'Sch 5 WP 3B Civil'!C3:F6","v":"DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)"},{"$nulls":3},{"$f":"'[6]Sch 1 WP 3B P&Gs'!G3","v":"2021-10-01"}]
[]
[]
[]
[]
[null,null,"SCHEDULE 6: ELECTRICAL."]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
["No","Refers"]
["6.1    ",2," ELECTRICAL DESIGN"]
[null,null,"Design electrical installation (and all plant components) in accordance with the design criteria. To include preparation of drawings and documents, as-built (record) drawings, reports and certificates"]
["6.1.1        ",null,"Complete Distribution Board as per the System Specification",3,"Each"]
["6.1.2        ",null,"Complete motor and valve isolating panels as per the System Specification",1,"Sum"]
["6.1.3",null,"Complete Sump Pump Control & isolating panels as per the System Specification",1,"Sum"]
["6.1.4        ",null,"Verify possible power supply point at Central Sludge 2 Pumphouse and existing flow meter south of the Filter Block, or other sources, including capacities.",1,"Sum"]
["6.1.5        ",null,"Power supply point design for all power supplies",1,"Sum"]
["6.1.6        ",null,"Complete cable installation including routing and cable schedules, cable numbering for a complete installation at the Sludge Cross Connection Valve Chamber",1,"Sum"]
["6.1.7        ",null,"Complete cable entry and racking systems at the Sludge Cross Connection Valve Chamber and where required along the routes from the supply points",1,"Sum"]
["6.1.8        ",null,"Earthing and Lightning Protection Systems at the Sludge Cross Connection Valve Chamber",1,"Sum"]
["6.1.9    ",null,"Service detection along route from the proposed power supply points to the Sludge Cross Connection Valve Chamber and new magnetic flowmeter",1,"Sum"]
["6.1.10      ",null,"Complete small power and lighiting in all four chambers ",4,"Each"]
["6.1.11",null,"Other (details to be provided)",1,"Sum"]
[]
[6.2,4,"SUPPLY POINT FROM EXISTING DISTRIBUTION"]
["6.2.0",null,"EQUIP SUPPLY POINTS"]
["6.2.1",null,"Supply and install a 63 A 3 phase and neutral supply point for the Valve Chamber at the proposed supply point, as directed by the Engineer, inclusive of all requirements in the document, all other materials, isolation permits to work, testing and commissioning of the installation",2,"No"]
["6.2.2",null,"Supply and install a single phase and neutral supply point for the magnetic flowmeter at the proposed supply point, as directed by the Engineer, inclusive of all requirements in the document, all other materials, isolation permits to work, testing and commissioning of the installation",1,"No"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[6.3,5,"Valve Distribution Boards "]
["6.3.0",null,"Complete valve distribution boards fully equipped as per the System specification and specific requirements in accordance with Rand Water specification"]
["6.3.1",null,"Manufacture and Factory test complete valve distribution boards",2,"No"]
["6.3.2",null,"Supply, Deliver and off load to site complete valve distribution boards",2,"No"]
["6.3.3",null,"Install on site a wall mounted valve distribution board outside the chambers",2,"No"]
["6.3.4",null,"Test and commission a valve distribution board",2,"No"]
[]
[6.4,5,"Flow Meter Distribution Board"]
["6.4.0",null,"Complete Flow meter distribution board fully equipped as per the System Specification and specific requirements in accordance with Rand Water specification"]
["6.4.1",null,"Manufacture and Factory test complete valve distribution boards",1,"No"]
["6.4.2",null,"Supply, Deliver and off load to site complete Flow Meter distribution boards",1,"No"]
["6.4.3",null,"Install on site a wall mounted Flow Meter distribution board outside the chambers",1,"No"]
["6.4.4",null,"Test and commission a Flow Meter distribution board",1,"No"]
[]
[6.5,8,"VALVE ISOLATING PANELS"]
["6.5.0",null,"Design, supply and manufacture a valve isolating panel fully equipped as per the system specification and in accordance with Rand Water specification",11,"No"]
["6.5.1",null,"Manufacture and Factory test complete valve isolation panel ",11,"No"]
["6.5.2",null,"Supply, Deliver and off load to site complete valve isolation panel ",11,"No"]
["6.5.3",null,"Install complete valve isolation panels",11,"No"]
["6.5.4",null,"Test and commission a complete valve isolation panels",11,"No"]
[]
[6.6,6,"SUMP PUMP CONTROL & ISOLATING PANEL"]
["6.6.0",null,"Design, supply and manufacture a valve isolating panel fully equipped as per the system specification and in accordance with Rand Water specification",4,"No"]
["6.6.1",null,"Manufacture and Factory test complete valve isolation panel ",4,"No"]
["6.6.2",null,"Supply, Deliver and off load to site complete valve isolation panel ",4,"No"]
["6.6.3",null,"Install complete valve isolation panels",4,"No"]
["6.6.4",null,"Test and commission a complete valve isolation panels",4,"No"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[6.7,8,"CABLES AND CABLE INSTALLATION"]
["6.7.1",null,"SUPPLY CABLE"]
["6.7.1.1",null,"35 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.1.2",null,"4 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.1.3",null,"2,5 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.1.4",null,"1,5 mm2, 7 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.1.5",null,"10 mm2 copper coated steel conductor to SANS specifications ",1,"sum"]
["6.7.1.6",null,"2,5 mm2 copper coated steel conductor to SANS specifications ",1,"sum"]
["6.7.2",null,"INSTALL THE FOLLOWING CABLES IN DUCTS, TRENCHES, ON CABLE LADDER AND THROUGH CABLE SLEEVES ON SITE"]
["6.7.2.1        ",null,"35 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.2.1        ",null,"4 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.2.1        ",null,"2,5 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.2.1        ",null,"1,5 mm2, 7 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.2.1        ",null,"10 mm2 copper coated steel conductor to SANS specifications ",1,"sum"]
["6.7.2.1        ",null,"2,5 mm2 copper coated steel conductor to SANS specifications ",1,"sum"]
["6.7.3        ",null,"CABLE TERMINATIONS"]
["6.7.3.0",null,"Supply and install cable terminations for 600/1 000 V PVC PVC SWA PVC cable with Cu conductors. Refer to preamble item."]
["6.7.3.1",null,"35 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.3.2",null,"4 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.3.3",null,"2,5 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.3.4",null,"1,5 mm2, 7 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.3.5",null,"10 mm2 copper coated steel conductor to SANS specifications ",1,"sum"]
["6.7.3.6",null,"2,5 mm2 copper coated steel conductor to SANS specifications ",1,"sum"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["6.7.4        ",null,"CARRY OUT CONTINUITY AND INSULATION RESISTANCE TESTS ON ALL CORES OF A 600/1000V PVCPVCSWAPVC CABLE AND PROVIDE SIGNED TEST CERTIFICATE"]
["6.7.4.1",null,"35 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.4.2",null,"4 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.4.3",null,"2,5 mm2, 4 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.4.4",null,"1,5 mm2, 7 core 600/1000V PVCPVCSWAPVC Cu cable to SANS 1507",1,"sum"]
["6.7.5",null,"CARRY OUT CONTINUITY TESTS ON EARTH CONDUCTORS AND PROVIDE SIGNED TEST CERTIFICATE"]
["6.7.5.1",null,"10 mm2 copper coated steel conductor to SANS specifications ",1,"sum"]
["6.7.5.2",null,"2,5 mm2 copper coated steel conductor to SANS specifications ",1,"sum"]
[]
[6.8,null,"ASSOCIATED WORKS FOR THE CABLE INSTALLATION"]
["6.8.1",null,"CABLE TRENCHING"]
["6.8.1.1",null,"Trench by hand in Soft Pickable (Class 1) soil and prepare trench (700 D x 500 W) and protect cable trench by barricading and against the ingress of water",1,"Sum"]
["6.8.1.2",null,"Trench in Hard Rock (Class 2) and prepare trench (700 D x 500 W)",1,"Sum"]
["6.8.2",null,"PREPARE AND BACKFILL TRENCHES"]
["6.8.2.1",null,"Backfill 100 mm deep bedding layer with 5 mm sifted material and compact layer to MODAASHTO 93% density",1,"Sum"]
["6.8.2.2",null,"Backfill 600 mm deep layer to normal ground level and compact entire layer to MODAASHTO 90% density",1,"Sum"]
["6.8.3        ",null,"SUPPLY, DELIVER AND INSTALL OTHER"]
["6.8.3.1",null,"Supply, manufacture, delivery, assembly and installation of a Unistrut support frame for valve isolation panels",1,"Sum"]
["6.8.3.2",null,"Reinforcing bar detection before core drilling for a reinforced concrete valve chamber",1,"Sum"]
["6.8.3.3",null,"110 mm diameter core drilling in 400 mm deep reinforced concrete floors or walls",1,"Sum"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["6.8.3.4",null,"Supply and install foam sealing of core drilling holes of 110 mm diameter sleeves for cables after cable installation",1,"Sum"]
["6.8.3.5",null,"Cut and prepare a 10 000 long x 1 800 wide existing tar road",1,"Sum"]
["6.8.3.6",null,"Prepare bed for road crossing as per specification; 300 mm deep excavation below installation level, 150 layer of excavated material compacted to MODAASHTO 90% density and then 150 layer of G6 material compacted to MODAASHTO 93% density",1,"Sum"]
["6.8.3.7",null,"110 mm diameter 6 000 long heavy duty HDPE or PVC pipes to SANS 791",1,"Sum"]
["6.8.3.8",null,"110 mm diameter heavy duty HDPE or PVC pipe couplings to make up 12 000 lengths to SANS 791",1,"Sum"]
["6.8.3.9",null,"Mass concrete to 25 MPa at 28 days",1,"Sum"]
["6.8.3.10",null,"Re-instate tar road as per Rand Water drawing B6477",1,"Sum"]
["6.8.3.11",null,"Danger warning tape",1,"Sum"]
["6.8.4",null,"SUPPLY AND INSTALL O-LINE HEAVY DUTY GALVANISED LADDER TYPE CABLE RACKING"]
["6.8.4.1",null,"100 mm wide straight run",1,"sum"]
["6.8.4.2",null,"100 mm wide 90° internal bends",1,"sum"]
["6.8.4.3",null,"100 mm wide 90° external bends",1,"sum"]
["6.8.4.4",null,"100 mm wide tee unit",1,"sum"]
["6.8.5",null,"SUPPLY AND INSTALL ANGLE IRON BRACKETS FOR SUPPORTING ACTUATOR CABLES AS PER RAND WATER SPECIFICATION"]
["6.8.5.1",null,"25 x 25 x 3 angle iron painted as per Rand Water specifications and supported to valve structure or concrete wall",1,"sum"]
["6.8.5.2",null,"30 x 30 x 3 angle iron painted as per Rand Water specifications and supported to valve structure or concrete wall",1,"sum"]
["6.8.5.3",null,"40 x 40 x 3 angle iron painted as per Rand Water specifications and supported to valve structure or concrete wall",1,"sum"]
["6.8.6",null,"SUPPLY AND INSTALL ANGLE IRON 90˚ BENDS FOR SUPPORTING ACTUATOR CABLES AS PER RAND WATER SPECIFICATION"]
["6.8.6.1",null,"25 x 25 x 3 angle iron painted as per Rand Water specifications and supported to valve structure or concrete wall",1,"sum"]
["6.8.6.2",null,"30 x 30 x 3 angle iron painted as per Rand Water specifications and supported to valve structure or concrete wall",1,"sum"]
["6.8.6.3",null,"40 x 40 x 3 angle iron painted as per Rand Water specifications and supported to valve structure or concrete wall",1,"sum"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[6.9,7," VALVE CHAMBER LIGHTING INSTALLATION"]
["6.9.1",null,"Supply and install surface mounted IP65 LED Bulkhead or equivalent light fitting complete with lamp, terminated and connected",8,"Each"]
["6.9.2",null,"20 mm galvanised steel conduit mounted on a reinforced concrete surface complete with galvanised saddles at 400 mm intervals",60,"meter"]
["6.9.3",null,"25 mm galvanised steel conduit mounted on a reinforced concrete surface complete with galvanised saddles at 400 mm intervals",20,"meter"]
["6.9.4",null,"IP 65 waterproof single lever surface mounted light switches mounted on reinforced concrete",6,"Each"]
["6.9.5",null,"2,5 mm2 wiring (live neutral and earth conductors) for the lighting points",500,"meter"]
[]
[6.1,14,"VALVE CHAMBER EARTHING SYSTEM"]
["6.10.1",null,"Earth resistivity survey at Sludge cross connection valve chamber",1,"sum"]
["6.10.2",null,"Complete earth electrode design for the above",1,"sum"]
["6.10.3",null,"Installation of 2 off 4 m deep copper earth electrode at Sludge cross connection valve chamber and interconnect with 15 m of 70 mm2 copper coated steel conductor to SANS specifications",1,"sum"]
[]
[6.11,null,"RATES FOR ADDITIONAL WORK TO BE CARRIED OUT"]
["6.11.0",null,"Work specifically ordered at the sole discretion of the Engineer"]
["6.11.1",null,"Electrician",24,"hour"]
["6.11.2",null,"Instrument Technician",8,"hour"]
["6.11.3",null,"Skilled labourer",48,"hour"]
["6.11.4",null,"Semi-skilled labourer",96,"hour"]
["6.11.5",null,"Labourer",192,"hour"]
[]
[6.12,null,"COMMISSIONING THE INSTALLATIONS"]
["6.12.0",null,"Inclusive of the supply of skilled persons, test equipment and completion of test and commissioning certificates"]
["6.12.1",null,"Commissioning of completed installation at the incoming valve chamber including lighting",1,"Lot"]
["6.12.2",null,"Commissioning of completed installation at the outgoing valve chamber including lighting",1,"Lot"]
["6.12.3",null,"Commissioning of the power supply for the magnetic flowmeter including lighting",1,"Lot"]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[6.13,15,"DOCUMENTATION"]
["6.13.1",null,"Supply of all As-Built (Supplied and generated) general arrangement and schematic drawings in electronic and hard copy formats, all test certificates and maintenance and operating instructions for all equipment supplied",1,"Lot"]
["6.13.2",null,"Provide Assembly Assessors Certificate for all distribution boards, valve isolating panels and the sump pump control panel.",1,"Lot"]
["6.13.3",null,"Provide COC for the completed installations at Sludge Cross Connection valve chamber",1,"No"]
[]
[6.14,null,"OTHER"]
[null,null,"Please state any other item that is not specifically listed, but may be required to complete the installation",1,"Lot"]
{"$rows_empty":17}
["SCHEDULE 6 CARRIED FORWARD TO SUMMARY"]

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[{"$nulls":6},{"$f":"'Sch 1 WP 3B P&Gs'!G1","v":"ZB Sludge Pipeline"}]
["Tender No.:",null,{"$f":"'Sch 1 WP 3B P&Gs'!$C$2","v":"RW10397155/22"},{"$nulls":3},"Schedule 7"]
["Description:",null,{"$f":"'Sch 1 WP 3B P&Gs'!$C$3","v":"DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)"},{"$nulls":3},{"$f":"'Sch 1 WP 3B P&Gs'!G3","v":"2021-10-01"}]
[]
[]
[]
[]
[null,null,"SCHEDULE 7: PROCESS & MECHANICAL"]
["Item","Payment refers to: RW10397155/21 -Mech-Spec","Description","Unit","Qty","Rate","Amount"]
["No"]
[7,null,"Manufature, Delivery, Supply , Installation and Put into Operation of aActutors and Submersible Pumps "]
[null,null," "]
[7.1,3,"Manufacture, test and supply of electrically operated actuators  complete with gearbox,  actuator extension and fitting as per system specification RC 01108-Rev1  for Valve : "]
["7.1.1",null,"Gate valve, diameter 600 mm TP 1500 kPa ","EA",2]
[]
["7.1.2",null,"Butterfly valve, diameter 700 mm TP3500 kPa ","EA",5]
[]
["7.1.2",null,"Supply and deliver gearboxes for replacement of open spur valve gears","EA",5]
[]
[7.2,4,"Supply and deliver sump sumps complete with impellor, motor, strainer, fittings  and  delivery steel pipe complete with hold down U- bolts, flex connector and hose connector ."]
[]
["7.2.1",null,"Pump: 20 litre/sec flow  with a  7 m  head ","EA",4]
[]
[7.2,null,"CONSTRUCTION, INSTALLATION AND COMMISSIONING & PUTTING INTO OPERATION "]
[]
["7.2.1",null,"Removal of open spur gears and installation of enclosed valve gearboxes","Each",4]
[]
["7.2.2",null,"Installations of Electric actuators, complete with extensions, gearboxes and fitting ","Each",7]
[]
["7.2.3",null,"Installation of Electric motor driven sump pumps complete with valves, delivery and fittings etc. ","Set ",4]
[]
["7.2.7",null,"Commissioning of actuators complete with extensions, gear-boxes and  fittings etc.  ","Set",7]
[]
["7.2.5",null,"Commissioning of electric motor driven submersible pumps completed valves, delivery and fittings etc. ","Set",4]
[]
[7.3,null,"Maintenance during the defects & liability period.","Sum ",1]
[]
[7.4,null,"Documentation, Training & Updating of Drawings "]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[]
["7.4.1",null,"Training of Rand Water Personnel","Sum ",1]
[]
["7.4.2",null,"Operation & Maintenance Manuals  (six copies)","Sum",1]
[]
["7.4.3",null,"Updating of Drawings","Sum",1]
[]
[7.5,null,"All other equipment /consumables/service  not stated above which are  required to complete and hand over the Installation"]
{"$rows_empty":12}
["SCHEDULE 7 CARRIED FORWARD TO SUMMARY"]
{"$rows_empty":86}
[{"$nulls":7},"SUPPORTS ARE MEASURE SEPARATELY ON THIS SECTION AND ON SECTION 11 ARE INCLUDED WITH SPECIALS. DECIDE WHERE TO INCLUDE THEM"]

{"sheet":"Sch 8 WP 3B Pipelines","index":19,"n_rows":445,"n_cols":7,"rows_kept":445,"merged":[[1,9,1,11],[2,2,5,5],[2,9,2,11],[5,9,5,11],[11,1,12,1],[111,1,112,1],[326,3,328,3],[326,4,328,4],[444,0,444,5]]}
[{"$nulls":6},{"$f":"'Sch 1 WP 3B P&Gs'!G1","v":"ZB Sludge Pipeline"}]
["Tender No.:",null,{"$f":"'Sch 1 WP 3B P&Gs'!C2","v":"RW10397155/22"},{"$nulls":3},"Schedule 7"]
["Description:",null,{"$f":"'Sch 1 WP 3B P&Gs'!$C$3","v":"DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)"},{"$nulls":3},{"$f":"'Sch 1 WP 3B P&Gs'!G3","v":"2021-10-01"}]
[]
[]
[]
[]
[null,null,"SCHEDULE 8: PIPELINE AND PIPE SPECIALS"]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
["No","Refers"]
[]
[8.1,"SABS 1200C","SITE CLEARANCE AND REHABILITATION"]
[]
["8.1.1",null,"Site Clearance"]
[]
["8.1.1.1","8.2.1","Clear and grub vegetation and trees of girth up to 2 m along the route of the mainline (Within working servitude and excluding trees to be relocated) (See PS2.6 & PSC 5.9)","m",750,null,0]
[]
["8.1.1.2","8.2.2 ","Clear large trees of girth and designated obstacles (See PS2.6, PSC5.9 & PSC 5.10)"]
[]
["8.1.1.2.1",null,"a) over 1m and up to and including 2m","no",1,null,0]
[]
["8.1.1.2.2",null,"b) over 2m m and up to and including 3m","no",1,null,0]
[]
["8.1.1.2.3",null,"c) over 3m in steps of 1m","no",1,null,0]
[]
["8.1.2",null,"Remove and Stockpile Topsoil"]
[]
["8.1.2.1","8.2.10 ","Remove and stockpile topsoil to a depth of 150mm along the route of the pipeline (within working servitude) and maintain","m2",1800,null,0]
[]
["8.1.3",null,"Demolish and Remove Structures"]
[]
["8.1.3.1","8.2.8","Demolish and remove existing brick and concrete structures and foundations."]
[]
["8.1.3.1.1",null,"a) Concrete pavement entrance to property","no",1,null,0]
[]
["8.1.3.1.2",null,"b) Brick paving entrance to property","no",1,null,0]
[]
["8.1.3.1.3",null,"c) Tar pavement entrance to property","no",1,null,0]
[]
["8.1.3.1.4",null,"d) Concrete pavement on property","m2",50]
[{"$nulls":6},0]
["8.1.3.1.5",null,"e) Pipe culvert below property entrance","no",0]
[]
["8.1.3.1.6",null,"d) Concrete v-drain","no",0,null,0]
[]
["8.1.3.1.7",null,"e) Concrete catchpit","no",0,null,0]
[]
["8.1.4",null,"Dealing with Existing Fences and Walls"]
[]
["7.4.1","PSC  8.2.11","Removal of fencing, storage during construction and reinstallation once construction is complete"]
[]
["8.1.4.1.2",null,"Type 1: Barbed wire fencing up to 1.2m high","m",0]
[]
["8.1.4.1.3",null,"Type 2: Diamond mesh fencing up to 1.2m high","m",0]
[]
["8.1.4.1.4",null,"Type 3: Razor mesh wire fencing up to 2.4m high","m",0]
[]
["8.1.4.1.5",null,"Type 4: Diamond mesh fencing up to 2.4m high","m",0]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["8.1.4.1.6",null,"Type 5: Concrete Palisade fencing up to 2.4m high","m",0,null,0]
[]
["8.1.4.1.7",null,"Type 6: Prefabricated concrete walls up to 2.4m high","m",0,null,0]
[]
["8.1.4.1.8.1",null,"Type 7: Double brick walls up to 2.4m high","m",0,null,0]
[]
["8.1.4.1.9",null,"Type 8: Steel Palisade fencing up to 2.4m high","m",0,null,0]
[]
["8.1.4.1.10",null,"EO Type 1 to 8: Electrical Fencing","m",0,null,0]
[]
["8.1.5",null,"Crossing Existing Fences/Walls"]
[]
["8.1.5.1","PSC\n8.2.12","Install 5m wide x 1.2m high double gate with 20m refurbished fencing","No",0,null,0]
[]
["8.1.5.2","PSC\n8.2.12","Removal of double brick walls up to 2.4m high and reinstatement after construction.","m",0]
[]
["8.1.5.3","PSC\n8.2.12","Removal of concrete palisade walls up to 2.4m high and reinstatement after construction.","m",0]
[]
["8.1.5.4","PSC\n8.2.12","Removal of Steel Palisade fencing up to 2.4m high and reinstatement after construction.","m",0]
[]
["8.1.6",null,"Fire Breaks"]
[]
["8.1.6.1","PSC\n8.2.13","Form fire breaks on Engineer's Instruction","m²",375,null,0]
[]
["8.1.7",null,"Erosion Protection and Rehabilitation"]
[]
["8.1.7.1","PSA 8.10","Storm water deflection berms / cross embankments / erosion control berms for steep slope erosion protection or for the protection of topsoil stockpiles.","m³",100,null,0]
[]
["8.1.8",null,"Landscape Preservation and Conservation of Fauna and Flora"]
[]
["8.1.8.1","PSA 8.10","Transplanting of trees/shrubs within the road reserve, of main stem girth (See PS2.6):"]
[]
["8.1.8.1.1",null,"a) up to 1500mm","No.",3,null,0]
[]
["8.1.8.1.2",null,"b) over 1500mm","No.",3,null,0]
[]
["8.1.9",null,"Final Grading"]
[]
["8.1.9.1","PSA 8.10","Ripping of compacted and disturbed areas to 150mm depth","m²",0]
[]
["8.1.9.2","PSA 8.10","Hand trimming","m²",0]
[]
["8.1.10",null,"Topsoiling"]
[]
["8.1.10.1","PSDB  8.3.6.2","Place topsoil to a depth of 150mm","m²",1800,null,0]
[]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["8.1.11","SANS 1200D","Vegetation Re-establishment"]
[]
["8.1.11.1","8.3.11","Hydroseeding with appropriate grass seed mix. (Deemed to be inclusive of soil preparation and improvements, materials and labour).","m²",1800]
[]
["8.1.13",null,"Detection of Services"]
[]
["8.1.13.1","TS 3.2, PSA 8.10","Service detection by specialist before commencement of Works","Sum",1]
[]
[]
[8.2,null,"EARTHWORKS & BEDDING"]
[]
["8.2.1","SABS 1200DB","Pipeline Trench Excavation"]
[null,null,"Note: Rate to include for forming joint holes to facilitate welding in the field"]
[]
["8.2.1","8.3.2","Machine excavation in all materials for trenches 1.75 m wide, backfill, compact and dispose of surplus and/or unsuitable material (No additional payment for overhaul, rate to include for all temporary works, including benching, shoring and dewatering where necessary):"]
[]
[null,null,"Over                      Up to and including"]
[]
["8.2.1.1",null,"a)   0m                   2,0m","m ",200]
[]
["8.2.1.2",null,"b)   2,0m                3m","m ",100]
[]
[]
["8.2.2","8.3.2","Hand excavation in all material for trenches 1.75 m wide, backfill, compact and dispose of surplus and/or unsuitable material (No additional payment for overhaul, rate to include for all temporary works including benching, shoring and dewatering where necessary):"]
[]
[null,null,"Over                      Up to and including"]
[]
["8.2.2.1",null,"a)   0m                   1.5m","m ",200]
[]
["8.2.3","PSDB\n8.3.2(b)(2) ","Extra over Items 2.1 to 2.2 for excavation in\nhard rock and boulder excavation","m³",{"$f":"(E139*0.45)","v":90}]
[]
["8.2.4","PSDB 8.3.8","Hand excavation in all material, backfill and compact, to locate and prove existing services to a maximum depth of 2m  (Rate to include for all temporary works including benching, shoring and dewatering where necessary):","m³",{"$f":"2*1*1*75","v":150}]
[]
["8.2.5","1200DB 8.3.2 (c)","Excavate unsuitable material from trench bottom and dispose","m³",{"$f":"190*1.75*0.2","v":{"v":66.5,"d":"67"}}]
[]
["8.2.6","8.3.3.1","Make up deficiency in backfill material:"]
[]
["8.2.6.1",null,"a)  From other necessary excavations on site      (Stage 2)","m³",{"$f":"E145*0.315","v":{"v":20.9475,"d":"21"}}]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["8.2.6.3",null,"c)  By importation from commercial sources (Stage 2)","m³",{"$f":"(E130+E132)*1.75*0.25","v":{"v":131.25,"d":"131"}}]
[]
["8.2.3",null,"Unstable trench bottom"]
[]
["8.2.3.1","PSA 8.10","Supply and install 19 mm crushed stone (Complete as indicated on Drawing R027141)","m³",{"$f":"H158*0.3*1.3","v":0}]
[]
["8.2.3.2","PSDB 8.3.11","Supply and install geotextile filter blanket (Grade A4) (Complete as indicated on Drawing R027141)","m2",{"$f":"H158*(1.3*2+0.3*2)","v":0}]
[]
["8.2.4","1200DB 8.3.5(a)","Existing Services that intersect a trench:"]
[]
["8.2.4.1",null,"Rand Water 500-600mm ID dia steel pipeline","No",2]
[]
["8.2.4.2",null,"Rand Water 700-900mm ID dia steel pipeline","No",4]
[]
["8.2.4.3",null,"Stormwater pipes up to 600m diameter","No",1]
[]
["8.2.4.4",null,"Stormwater pipes and culverts larger than 600m diameter","No",0]
[]
["8.2.4.5",null,"Water mains larger than 250mm diameter","m",100]
[]
["8.2.4.6",null,"Sewer mains up to 250mm diameter","m",100]
[]
["8.2.4.7",null,"Sewer mains larger than 250mm diameter","m",100]
[]
["8.2.4.8",null,"Underground Electrical Cables (LT and HT)","No",10]
[]
["8.2.4.9","PSDB\n8.3.5(b)","Overhead Electrical Cables","No",0]
[]
["8.2.4.10","PSDB\n8.3.5(b)","Overhead Communication Cables (incl Telkom)","No",0]
[]
["8.2.4.11","PSDB\n8.3.5(b)","Underground Communication Cables (incl Telkom)","No",2]
[]
["8.2.5","1200DB 8.3.5(b)","Existing Services that adjoin a trench:"]
[]
[null,null,"Note: Price tendered for excavation is to include for working close to existing Rand Water pipelines"]
[]
["8.2.5.1",null,"Stormwater pipes up to 600m diameter","m",50]
[]
["8.2.5.2",null,"Stormwater pipes and culverts larger than 600m diameter","m",20]
[]
["8.2.5.3",null,"Water mains up to 250mm diameter","m",50]
[]
["8.2.5.4",null,"Water mains larger than 250mm diameter","m",20]
[]
["8.2.5.5",null,"Sewer mains up to 250mm diameter","m",20]
[]
["8.2.5.6",null,"Sewer mains larger than 250mm diameter","m",20]
[]
["8.2.5.7",null,"Underground Electrical Cables (LT and HT)","m",50]
[]
["8.2.5.8",null,"Overhead Electrical Cables","m",0]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["8.2.5.9",null,"Overhead Communication Cables (incl Telkom)","m",0]
[]
["8.2.5.10",null,"Underground Communication Cables (incl Telkom)","m",3]
[]
["8.2.5.11",null,"Rand Water 500-600mm ID dia steel pipeline","m",100]
[]
["8.2.5.12",null,"Rand Water 700-900mm ID dia steel pipeline","m",{"$f":"60+465","v":525}]
[]
["8.2.5.13",null,"Rand Water 1800mm ID dia steel pipeline","m",465]
[]
["8.2.6","1200LB","Pipe Bedding"]
[]
["8.2.6.1","PSLB  8.2.1","Provision of bedding from trench excavation:"]
[]
["8.2.6.1.1",null,"a)  Selected granular and selected fill material (Bedding cradle and fill blanket)    (Stage 1)","m³",430]
[]
["8.2.6.2","PSLB 8.2.2.2","Provision of bedding by importation from approved borrow pits including all costs for additional handling and transport (provisional):"]
[]
["8.2.6.2.1",null,"a)  Selected granular and selected fill material (Bedding cradle and fill blanket)    (Stage 1)","m³",{"$f":"0.5*E223","v":215}]
[]
["8.2.6.3"," PSLB 8.2.2.3","Provision of bedding by importation from commercial or off site sources:"]
[]
["8.2.6.3.1",null,"a)  Selected granular and selected fill material (Bedding cradle and fill blanket)    (Stage 1)","m³",{"$f":"0.25*E223","v":{"v":107.5,"d":"108"}}]
[]
["8.2.6.4","8.2.4","Concrete encasement to pipes in Class 25MPa/19mm concrete including reinforcement according to Drawing R027141 as directed by Engineer (Rate to include for any temporary formwork required).","m³",257]
[]
["8.2.6.5","PSDB 8.2.2.4.1  ","Soilcrete encasement to pipes according to Drawing R027141  as directed by the Engineer (Rate to include for any temporary formwork required).","m³",{"$f":"E233","v":257}]
[]
["8.2.6.6","PSDB 8.2.2.4.2","Cellular lightweight Concrete  encasement to pipes according to Drawing R027141  as directed by the Engineer (Rate to include for any temporary formwork required).","m³",0]
[]
["8.2.7","SABS 1200DB","Finishing"]
[]
["8.2.7.1","8.3.3.3","Compaction of selected fill material for the main fill to 93% Mod AASHTO in areas subjected to loads from road traffic.","m3",11]
[]
["8.2.7.2","PSDB 8.3.9","Supply, mix and place soilcrete with 8% OPC with approved selected fill material in road crossings where instructed by Engineer","m3",{"$f":"E241","v":11}]
[]
["8.2.8",null,"Photographic records"]
[]
["8.2.8.1","PSDA 8.3.10","Take and provide photographic records","Sum",1]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[]
[8.3,null,"SUPPLY INSTALLATION OF STEEL PIPES AND PIPE SPECIALS"]
[]
["8.3.1","TS5.2","Load / Unload Pipes"]
[]
[null,null,"Supply and operation of plant and the supply of labour to unload the pipes from Rand Water Emhlangeni Plant and the laydown of the pipes in the temporary laydown areas along the pipeline route and/or to certain positions along the route of the pipeline. The cost to supply and to form storage mounds and measures taken to protect the pipes during this procedure will be included in this item."]
[]
["8.3.1.1",null,"700mm ND, Grade X42 mild steel pipe, 8mm wall thickness (CML lining, 3LPE external coating)","m",494]
[]
["8.3.1.2",null,"760mm ND, Grade X42 mild steel pipe, 11mm wall thickness (CML lining, 3LPE external coating)","m",285]
[]
["8.3.1.1.2","TS5.1.2","Examine the general condition and the coating of all pipes (including inspection of the coating with  a suitable Holiday detector for defects) of already manufactured pipes- Item 8.3.1.1 and Item 8.3.1.2 above (at Rand Water's Emhlangeni Depot and other storage areas to the Engineer's Approval)","m",{"$f":"E259+E261","v":779}]
[]
["8.3.1.1.3","TS5.1.2","Measure, record, reconcile the OD's, ID's , thickness, ovality, grade, coating and lining of all stored pipes/flanges and submit a \" Condition assessment report of the pipe inventory  Rand Water's Emhlangeni Depot and other storage areas \" to the Engineer for approval","m",{"$f":"E263","v":779}]
[]
["8.3.1.1.4","TS 2.9","Refurbishment of coating on damaged pipes after inspection, costs to include all plant, labour, equipment, materials,loading and unloading,  transport to the repair plant, cost of lining materials, coating materials and transporting to the point of installation  per TS 2.9","m2",450]
[]
["8.3.1.1.5","TS 2.9","Adding of carbomastic paint to pipe exterior for pipe to be used above ground after inspection, costs to include all plant, labour, equipment, materials,loading and unloading,  transport to the repair plant, cost of lining materials, coating materials and transporting to the point of installation as per TS 2.9","m2",950]
[]
["8.3.1.1.6","TS 2.9","Stripping of CML lining and relining with Epoxy to pipes for all pipes listed under Item 8.3.1.1 and Item 8.3.1.2 above, costs to include all plant, labour, equipment, materials,loading and unloading,  transport to the repair plant, cost of lining materials, coating materials and transporting to the point of installation as per TS 2.9","m2",{"v":1800,"d":"1,800"}]
[]
["8.3.1.1.7","TS 2.9","Relining of pipes with Epoxy lining for all pipes listed under Item 8.3.1.1 and Item 8.3.1.2 above, costs to include all plant, labour, equipment, materials,loading and unloading,  transport to the repair plant, cost of lining materials, coating materials and transporting to the point of installation as per TS 2.9","m2",{"v":1800,"d":"1,800"}]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["8.3.2","TS4.3","Removal / Installation of Internal Bracing"]
[]
[null,null,"Removal the supplier's internal bracing, return the supplier's bracing to the supplier's manufacturing plant, the installation of the Contractor's own temporary bracing and the removal thereof on completion of installation and backfilling. The cost to repair subsequent damage due to the removal and installation of the bracing will be included in this item.  Mounds and measures taken to protect the pipes during this procedure will be included in this item."]
[]
["8.3.2.1",null,"700mm ND, Grade X42 mild steel pipe, 8mm wall thickness","m",494]
[]
["8.3.2.2",null,"760mm ND, Grade X42 mild steel pipe, 11mm wall thickness ","m",285]
[]
["8.3.3","TS4.4","Transporting of pipes from Temporary Laydown areas (Emhlangeni - Pipe Plant)"]
[]
["8.3.3.1",null,"Supply and operation of plant and cost of labour to load pipes at temporary laydown areas, transport the pipes to the excavated trench or point for installation in existing culverts or sleeves, regardless of distance and unload the pipes.","Sum",1]
[]
["8.3.4","TS4.5","Install Pipes in Trenches"]
[]
[null,null,"Examine pipes prior to placing in the trench, repair all defects, placing the pipe in the prepared trench including the supply and operation of plant and supply of labour to execute the work, cleaning of joints, vertical and horizontal lining up of the pipe including the supply and operation of plant and supply of labour to execute the work, supply, installation and removal of protective measures and internal welding of the joints."]
[]
["8.3.4.1",null,"760mm ND, Grade X42 mild steel pipe, 11mm wall thickness ","m",270]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["8.3.5","TS4.5","Install Pipes on Plinths"]
[]
[null,null,"Examine pipes prior to placing on the plinths, repair all defects, placing the pipe on the prepared plinths including the supply and operation of plant and supply of labour to execute the work, cleaning of joints, vertical and horizontal lining up of the pipe including the supply and operation of plant and supply of labour to execute the work, supply, installation and removal of protective measures and internal welding of the joints."]
[]
["8.3.5.1",null,"700mm ND, Grade X42 mild steel pipe, 8mm wall thickness","m",420]
[]
["8.3.5.2",null,"400mm NB  diameter spool pieces ","m",50]
[]
["8.3.6","TS4.7","External Welds"]
[]
[null,null,"Supply and operation of plant and supply of material and labour to execute the completion of external welds as per as per Clause TS2.6."]
[]
["8.3.6.1",null,"700mm ND, Grade X42 mild steel pipe, 8mm wall thickness","No",30,null,"Rate only"]
[]
["8.3.6.12",null,"760mm ND, Grade X42 mild steel pipe, 11mm wall thickness ","No",20,null,"Rate only"]
[]
["8.3.7","TS4.8","Installation of Internal and External Field Joint Corrosion Protection"]
[]
[null,null,"Supply and operation of plant and supply of material and cost of labour to install internal and external field joint protection at welded joints as per Clause TS2.5.4, for 700/760 mm diameter Grade X42 mild steel pipe, 8mm/11mm wall thickness."]
[]
["8.3.7.1",null,"External field joint protection (Modified Bitumen Field Joint membrane).","No",50]
[]
["8.3.7.2",null,"Internal field joint protection (Epoxy coating).","No",50]
[]
["8.3.7.3",null,"Wrap and protect pipe flanges and mark position of all buried flanges. Co-ordinates to be provided as part of As-built","No",10]
[]
["8.3.8",null," Steel Pipe Mitre Bends","No",12]
[]
["8.3.8.1","TS4.9","Line-up, cut, clean joints and weld, internally and externally, mitres over 1° and up to and including 15°."]
[]
["8.3.8.2","TS4.8","Supply and operate plant and supply of material and labour to apply internal field joint corrosion protection to the entire mitre as per Clause TS2.5.4","No",{"$f":"E327","v":12}]
[]
["8.3.8.3","TS4.8","Supply and operate plant and supply of material and labour to apply external field joint corrosion protection to the entire mitre as per Clause TS2.5.4","No",{"$f":"E327","v":12}]
[]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["8.3.9","TS4.10","Steel Pipe Fabricated Bends"]
[]
[null,null,"Supply of complete bends, transport to and unload at point of installation, line-up, install, clean joints and weld, internally and externally, bends over 15° and up to and including 90°.  Supply and operate plant and supply of material and labour to apply internal and external field joint corrosion protection to the entire bend as per Clause TS2.5.4"]
[]
[null,null,"Lobster bends over 15° up to and including 30° - 2 mitres, 1 full segment."]
[]
["8.3.9.1",null,"700mm ND, Grade X42 mild steel pipe, 8mm wall thickness","No",2]
[]
[null,null,"Lobster bends over 30° up to and including 60° - 2 mitres, 3 full segments."]
[]
["8.3.9.2",null,"700mm ND, Grade X42 mild steel pipe, 8mm wall thickness","No",2]
[]
[null,null,"Lobster bends over 90° up to and including 105° - 2 mitres, 5 full segments."]
[]
["8.3.9.3",null,"700mm ND, Grade X42 mild steel pipe, 8mm wall thickness","No",2]
[]
["8.3.10","TS4.11","Pipe Specials"]
[]
[null,null,"Supply, transport to and unload at point of installation, line-up, install, clean joints and weld, internally and externally, various pipe specials as listed below.  Supply, operate plant and supply of material and labour to apply shop applied internal lining and external coating to the entire pipe special as per Clause TS2.9"]
[]
["8.3.10.1","TS4.13","Flanges"]
[]
[null,null,"Supply of flanges with gasket for steel pipes of the following diameters and pressure ratings to Rand Water Specifications (Refer to Dwg A11791), including installation, fitting, tightening and setting of gasket rings, flange bolts, nuts and washers:"]
[]
[null,null,"a)  700mm diameter (1500kPa)","No",5]
[]
[null,null,"Supply of flanges with gasket for cathodic insulating flanges for the following diameters, including installation, fittings, sleeves, tightening and setting of gasket rings, flange bolts, nuts and washers:"]
[]
[null,null,"b)  710mm diameter OD as per drawing A9548","No ",4]
[]
["8.3.10.2",null,"Cross connection chamber Drg. R027786/16/01"]
[]
[null,null,"Item 1: 609.6 mm OD steel pipe with pauddle flange plain ended , t = 8 mm.","No.",1]
[]
[null,null,"Item 2: 609.6 mm OD steel equal Tee, plain ended, t = 8 mm.","No.",1]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
[null,null,"Item 3: 609.6 mm OD steel pipe , flanged one end, t = 8 mm.","No.",2]
[]
[null,null,"Item 4: 609.6 mm dia. wedge gate valve, 600 mm F/F, MAX. NON RISING SPINDLE.","No.",2]
[]
[null,null,"Item 5: 609.6 mm OD steel pipe with a puddle flange and 168.3 mm OD bypass branch with 6 mm compensation plate (w = 75 mm) with one flanged end.","No.",1]
[]
[null,null,"Item 6: 609.6 mm OD steel pipe with a puddle flange and 168.3 mm OD bypass branch with 6 mm compensation plate (w = 75 mm) with one flanged end.","No.",1]
[]
[null,null,"Item 7: DN 150 RS gate valve as per valve spec.","No.",1]
[]
[null,null,"Item 8: 168.3 mm OD 90˚ segmented bend, t = 8 mm.","No.",1]
[]
[null,null,"Item 9: 700x600 mm dia. concentirc reducer.","No.",1]
[]
[null,null,"Item 10: 80 NB flanged stub, with diaphram valve and blank flange to SANS1123","No.",4]
[]
[null,null,"Item 11: Collar plate around the stub in item 10 to suit the 710 mm OD pipe.","No.",4]
[]
[null,null,"Item 12: 700 x 400 mm dia. eccentric reducer.","No.",1]
[]
[null,null,"Item 13: DN 400 ELECTROMAGNETIC FLOWMETER","No.",1]
[]
["8.3.11","TS4.16","Acceptance Tests"]
[]
[null,null,"Supply and operate all plant, equipment (including temporary 2:1 steel taper and steel dome welded to pipeline if required) and machinery and the cost of labour to execute pressure tests as per the requirements of TS2.30 for the pipeline sections and to the test pressure specified by the Engineer."]
[]
["8.3.11.1",null,"700mm/760mm diameter pipeline, from start  to end","Sum",1]
[]
["8.3.12","TS4.18","Cleaning and disinfection"]
[]
["8.3.12.1",null,"Supply and operate plant and labour to keep the entire pipeline clean and disinfection of the pipeline after pressure testing in accordance with the Project Specifications as per Clause TS2.27","Sum",1]
[]
["8.3.13","TS4.19","Charging of the Pipeline"]
[]
["8.3.13.1",null,"Charging of Pipeline (Water supplied for pipeline hydraulic testing and disinfection by Rand Water) as per Clause TS2.30","Sum",1]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["8.3.14","TS4.22","Tie into Existing Pipelines"]
[]
[null,null,"Planning of all activities required  prior to shut down of existing pipes as per Clause TS2.7.8.  Supply, operate plant and supply of material and labour to cut into existing pipe, cleaning of joints, internal and external welding and repair internal and external coating to the joints as per Clause TS2.5.4"]
[]
["8.3.14.1",null,"Proposed 700mm/760mm DN steel pipe to tie into existing Sludge pipeline at the start. ","No",2]
[]
["8.3.14.2",null,"Proposed 700mm/760mm DN steel pipe to tie into existing Sludge pipeline at the end","No",1]
[]
["8.3.15","PSA 8.10","CCTV as per PS 20, TS 2.35","Sum ",1]
[]
[8.4,"PS9.7.2","Removal and replacement of pipes on the Sludge pipeline being conditionally assessed\n(Provisional Items) - This is only applicable if the existing pipeline is used"]
[]
["8.4.1",null,"Cutting out and replacement of one length of pipe","Sum",2]
[]
["8.4.2",null,"Cutting out and replacement of two consecutive pipe lengths","Sum",2]
[]
["8.4.3",null,"Cutting out and replacement of three consecutive pipe lengths","Sum",2]
{"$rows_empty":11}
["SCHEDULE 8 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 9 WP 3B CP","index":20,"n_rows":149,"n_cols":7,"rows_kept":149,"merged":[[1,9,1,11],[2,2,5,5],[2,9,2,11],[5,9,5,11],[19,0,19,5],[32,0,32,5],[39,0,39,5],[49,0,49,5],[52,0,52,5],[59,0,59,5],[60,0,61,0],[65,0,65,5],[76,0,76,5],[96,0,96,5],[103,0,103,5],[110,0,110,5],[120,0,120,5],[122,0,123,0],[127,0,127,5],[130,0,130,5],[148,0,148,5]]}
[{"$nulls":6},{"$f":"'[6]Sch 1 WP 3B P&Gs'!G1","v":"ZB Sludge Pipeline"}]
["Tender No.:",null,{"$f":"'Sch 4 WP 3B Automation'!C2","v":"RW10397155/22"},{"$nulls":3},"Schedule 7"]
["Description:",null,{"$f":"'Sch 8 WP 3B Pipelines'!C3:F6","v":"DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)"},{"$nulls":3},{"$f":"'[6]Sch 1 WP 3B P&Gs'!G3","v":"2021-10-01"}]
[]
[]
[]
[]
[null,null,"SCHEDULE 9: CATHODIC PROTECTION"]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
["No","Refers"]
[9.1,null,"Supply activities"]
["9.1.1",null,"SUPPLY - SACRIFICIAL ANODE CATHODIC PROTECTION "]
["9.1.1.1","TS055","Supply 10kg high potentials magnesium anodes surrounded by gypsuim/bentonite clay backfill in a cloth bag with 10m long by 10mm² red PVC/PVC cable each ","no",8]
["9.1.1.2",null,"Supply 36mm steel galvanized conduit with saddles and end plastic caps @ 6m/chamber","m",16]
["9.1.1.3","Drw.27645/ 27646","Supply connection link panel for all valve chamber connections as per drawing","no",2]
["9.1.1.4",null,"Supply 2X16mm² black PVC/PVC pipe to anode connection cable @ 4m per chamber","m",8]
["9.1.1.5","TS055","Supply Schottky low voltage 10A diode","no",2]
["9.1.1.6","TS015","Supply pipe cable connection and coating repair material ","no",6]
["9.1.1.7",null,"Supply cable lugs, cable to pipe weld and other related consumables","sum",1]
["Sub-total"]
["9.1.2",null,"Supply Impressed Current Cathodic Protection - ZB Sludge TRU   (26°40’42.78” S 28°0’45.77” E)                                                             "]
["9.1.2.1","TS001","Supply 100V/100A Transformer Rectifier Unit (TRU) ","each",1]
["9.1.2.2","TS037","Supply the electrical power KIOSK as per Rand Water specification.","each",1]
["9.1.2.3","TS021","Supply Ring main Positive Cable of single core red 35mm² double insulated PVC cable.","m",480]
["9.1.2.4","TS044","Supply concrete mass as per drawing 27645 for cable encasement","m³",17]
["9.1.2.5","TS049","Supply a vandal proof housing, durasafe or the steel structure","each",1]
["9.1.2.6","TS049","Supply a double skin fence or a Clearview fence of  around the TRU housing and the kiosk with the following dimension of 4.3m (breath)  X 8.3m (length) X 2.4m (height). ","each",1]
["9.1.2.7","TS021","Supply 25mm² four core aluminium supply cable ","m",30]
["9.1.2.8","TS021","Supply PRE and coupon ","sum",1]
["9.1.2.9.1","TS021","Supply 10mm² monitor cable","m",75]
["9.1.2.10","TS021","Supply 16mm² pipe cable ","m",150]
["9.1.2.11","TS005","Supply 70mm² bare copper earth cable to be installed around the TRU and also supply four earth rods. ","sum",1]
["Sub-total"]
["9.1.3",null,"ZB Sludge TRU - Horizontal Anode Groundbed                            GB Start: 26°40’40.50” S 28°00’48.93” E                                      GB End: 26°40’39.13” S 28°00’45.83” E                "]
["9.1.3.1","TS002","Supply 2m canistor MMO anodes X 200mm diameter with 2m tail cable (ground bed of total length of 91m) and canisters are to be filled with Sasol calcined petroleum coke ","each",30]
["9.1.3.2","Drg. RA-22675","Supply 1000mm length X 200mm diameter X 1mm thick galvanized steel canister spacer filled with Sasol calcined petroleum coke, installed before and in between the anodes as per drawing RA 22675.","each",31]
["9.1.3.3","Drg. RA-22675","Supply Sasol petrolium calcined coke breeze for anodes bacfilling. ","m³",10]
["9.1.3.4",null,"Supply 'Y' splicing kit for anode tail connections to the ring main cable ","each",30]
["9.1.3.5",null,"Supply all horizontal ground bed installation consumables","sum",1]
["Sub-total"]
["9.1.4",null,"Supply cross bonding facilities to other Rand Water lines"]
["9.1.4.1","TS013","Supply Crossbond Facility as per Rand Water Specification","each",9]
["9.1.4.2","TS014","Supply PRE and Coupon","each",9]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["1.4.3","TS021","Supply 16mm² pipe cable ","m",54]
["9.1.4.4","TS019","Service Detection, Excavation, Trenching and Backfilling","sum",9]
["9.1.4.5","TS015","Supply cable lugs, coating make good materials and consumables  ","sum",9]
["Sub-total"]
["9.1.5",null,"Supply Continuity Bonding Across the Flanges  "]
["9.1.5.1",null,"Supply a steel bridge piece across the flanges instead of cross-bonding with a cable for pipeline continuity. ","sum",42]
["Sub-total"]
[1.6,null,"Supply chamber monitoring points"]
["9.1.5.2","TS013","Supply chamber monitorng points ","each",2]
["9.1.5.3","TS014","Supply PRE and Coupon","each",2]
["9.1.5.4","TS021","Supply 16mm² pipe cable ","m",8]
["9.1.5.5","TS019","Service Detection, Excavation, Trenching and Backfilling","sum",2]
["9.1.5.6","TS015","Supply cable lugs, coating make good materials and consumables  ","sum",2]
["Sub-total"]
["9.1.6",null,"Suppy Insulation Flange Kits"]
[null,null,"Supply Insulation Flange Kits as per Rand Water Specification and drawing No. A 9548 on the pipeline's out let, pipelines tie-in points, inlet and both sides of the megflow meter."]
["9.1.6.1","TS034","Supply full Insulation Flange Kit on the  start and end of the pipeline","each",2]
["9.1.6.2","TS034","Supply full Insulation Flange Kit on both side of the Magflow meter","each",2]
["9.1.6.3","TS034","Supply full Insulation Flange Kit on both side of the actuator valve","each",14]
["Sub-total"]
[]
[9.2,null,"Installlation activities"]
["9.2.1",null,"INSTALL - SACRIFICIAL ANODE CATHODIC PROTECTION            (@ Chainages: 150 and 600)"]
["9.2.1.1","Drw.27645/ 27646","Install magnesium anodes @ 4 per chamber as per drawing ","no",8]
["9.2.1.9.2","Drw.27645/ 27646","Install 36mm steel galvanized conduits as per drawing @ 6m per chamber","Sum",2]
["9.2.1.3","Drw.27645/ 27646","Install link panel @ 1 per chamber as per drawing ","no",2]
["9.2.1.4","TS015","Install 2X16mm² black PVC/PVC pipe to anode connection cable @ 4m per chamber as per drawing Drw.27645/ 27646","Sum",2]
["9.2.1.5","TS055","Install Schottky low voltage 10A diode","Sum",2]
["9.2.1.6","TS015","Install  coating make good, one installation per pipe","Sum",4]
["9.2.1.7","TS19","Service detection, excavations and backfill ","Sum",1]
["Sub-total"]
[null,"Carried Forward "]
[null,"Brought Forward"]
[]
["9.2.2",null,"Install ZB Sludge TRU  (26°40’42.78” S 28°0’45.77” E) "]
["9.2.2.1","TS049","Install a vandal proof housing, durasafe or the steel structure","sum",1]
["9.2.2.2","TS001","Install 100V/100A Transformer Rectifier Unit (TRU) ","sum",1]
["9.2.2.3","TS049","Install double skin fence or Clearview fence of  around the TRU housing and the kiosk with the following dimension of 4.3m (breath)  X 8.3m (length) X 2.4m (height). ","sum",1]
["9.2.2.4","TS037","Install the electrical power KIOSK as per Rand Water specification.","sum",1]
["9.2.2.5","TS021","Excavate a trench of 1.5m deep X 0.5m width X 80m long to install the ring main positive cable of single core red 35mm² double insulated PVC cable.","sum",1]
["9.2.2.6","TS021","Excavate a trench and install a pipe cable of 2X 16mm² single core copper cable of 1.5m deep X 0.5m width X 70m long ","sum",1]
["9.2.2.7","TS021","Excavate a trench and install a supply cable of 25mm² four core aluminium cable of 1.5m deep X 0.5m width X 40m long ","sum",1]
["9.2.2.8","TS021","Install PRE and coupon ","sum",1]
["9.2.2.9","TS021","Install 10mm² monitor cable","sum",1]
["9.2.2.10","TS021","Install 2X16mm² pipe cable ","sum",1]
["9.2.2.11","TS044","Incase the cable in a concrete mass as per drawing 27645.","sum",1]
["9.2.2.12","TS015","Install cable lugs, consumables and repair coating  ","sum",1]
["9.2.2.13","TS019","Service Detection, Backfilling and Rehabilitation of the area","sum",1]
["9.2.2.14","TS036","Power application and installation, and the applcation of servitude.","sum",1]
["9.2.2.15","TS005","Install 70mm² bare copper earth cable around the TRU and also install four earth rods around the TRU. ","sum",1]
["Sub-total"]
["9.2.3",null,"Install ZB Sludge - Horizontal Anode Groundbed                        (GPS Coordinates TBC)               "]
["9.2.3.1","TS002","Excavate a trench of 2.5m deep X 0.5m width X 151m long for the ground bed installation. ","sum",1]
["9.2.3.2","Drg. RA-22675","Install 40 MMO anodes and 41 spacers as per drawing RA 22675.","sum",1]
["9.2.3.3","Drg. RA-22675","Backfill the anodes with Sasol calcined petroleum coke breeze. ","sum",1]
["9.2.3.4",null,"Connect the anodes tail cable to the ring main using the 'Y' splicing kit. ","sum",1]
["9.2.3.5","TS019","Service Detection, Backfilling and Rehabilitation of the area.","sum",1]
["Sub-total"]
["9.2.4",null,"Install Cross Bonding Facilities  to other Rand Water Lines and B17 and Old Sludge @ 26°40’43.00”S 28°00’21.54”E "]
["9.2.4.1","TS013","Install Crossbond Facility as per Rand Water Specification","sum",9]
["9.2.4.2","TS014","Install PRE and Coupon","sum",9]
["9.2.4.3","TS021","Install 16mm² pipe cable ","sum",9]
["9.2.4.4","TS019","Service Detection, Excavation, Trenching and Backfilling","sum",9]
["9.2.4.5","TS015","Install cable lugs, coating make good materials and consumables  ","sum",9]
["Sub-total"]
[]
[null,"Carried Forward "]
[null,"Brought Forward"]
["9.2.5",null,"Install Chamber Monitoring Points Facilities"]
["9.2.5.1","TS013","Install chamber monitoring facility as per Rand Water Specification","sum",2]
["9.2.5.2","TS014","Install PRE and Coupon","sum",2]
["9.2.5.3","TS021","Install 16mm² pipe cable ","sum",2]
["9.2.5.4","TS019","Service Detection, Excavation, Trenching and Backfilling","sum",2]
["9.2.5.5","TS015","Install cable lugs, coating make good materials and consumables  ","sum",2]
["Sub-total"]
[]
["9.2.6",null,"Install Insulation Flange Kit"]
[null,null,"Install Insulation Flange Kits as per Rand Water Specification and drawing No. A 9548 on the pipeline's out let, pipelines tie-in points, inlet and both sides of the megflow meter."]
["9.2.6.1","TS034","Install full Insulation Flange Kit on the  start and end of the pipeline","each",2]
["9.2.6.2","TS034","Install full Insulation Flange Kit on both side of the Magflow meter","each",2]
[null,"TS034","Install full Insulation Flange Kit on both side of the actuator valve","each",14]
["Sub-total"]
["9.2.7",null,"Install Continuity Bonding Across the Flanges  "]
["9.2.7.1",null,"install or weld a steel bridge piece across the flanges instead of cross-bonding with a cable for pipeline continuity. ","sum",42]
["Sub-total"]
["9.2.8",null,"Commisioning and testing  "]
["9.2.8.1","TS024","CIPS survey after complete repair and installation of ICCP","m",750]
["9.2.8.2","TS035","DCVG Survey and defects repairs","m",750]
["9.2.8.3","TS023","Commissioning and Testing ","sum",1]
["9.2.8.4","TS030","Final Documentation and Handover","sum",1]
{"$rows_empty":12}
["SCHEDULE 9 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Sch 10 WP 3B SED","index":21,"n_rows":38,"n_cols":7,"rows_kept":38,"merged":[[2,2,4,5],[37,2,37,3]]}
[{"$nulls":6},"ZB Sludge Pipeline"]
["Tender No.:",null,{"$f":"'Sch 9 WP 3B CP'!C2","v":"RW10397155/22"},{"$nulls":3},"Section 10 :  SED"]
["Description:",null,{"$f":"'Sch 9 WP 3B CP'!C3:F6","v":"DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)"},{"$nulls":3},"2021-10-01"]
[]
[]
[null,null,"SCHEDULE 10: SOCIOECONOMIC DEVELOPMENT"]
["Item","Payment","Description","Unit","Qty","Rate","Amount"]
["No.","Refers"]
[]
[10.3,null,"SOCIO ECONOMIC DEVELOPMENT "]
[]
["10.3.1",null,"SKILLS DEVELOPMENT PROGRAM"]
[]
["10.3.1.1",null,"Accredited training programmes are targeted which will provide the beneficiaries with significant and recognized credit value in accordance with the National Qualification Framework (NQF). ","Sum",1]
[]
["10.3.1.2",null,"Contractors mark-up on Items 2.3.1.1","%"]
[]
[]
["10.3.2",null,"CORPORATE SOCIAL RESPONSIBILITY PROGRAM"]
[]
["10.3.10.1",null,"Corproate Social Responsinislity programs aimed at improving the livelihood of the community","Sum",1]
[]
["10.3.10.2",null,"Contractors mark-up on Items 2.3.2.1","%"]
[]
["10.3.3",null,"COMMUNITY LIASON OFFICER"]
[]
["10.3.3.1",null,"Community Liason Officer. A key component in aiding the realisation of the SED objectives is effective community liaison with all the relevant role-players, structures, civic organisations and the community at large.","Sum",1]
[]
["10.3.3.2",null,"Contractors mark-up on Items 2.3.3.1","%"]
[]
["10.3.4",null,"PARTICIPATION OF LOCAL ENTERPRISES"]
[]
["10.3.4.1",null,"Work Allocated to Local Enterprises  (Inclusive of P&G's and SHEQ) (Minimum 5% of Project Value)","Sum",1]
[]
["10.3.4.2",null,"Contractors mark-up on Items 2.3.4.1","%"]
[]
[]
[null,null,"SCHEDULE 10 CARRIED FORWARD TO SUMMARY"]

{"sheet":"Summary - W3B","index":22,"n_rows":47,"n_cols":3,"rows_kept":47,"merged":[[0,9,0,11],[1,9,1,11],[2,1,5,1],[2,9,2,11],[26,5,26,7],[35,0,35,1],[38,0,38,1],[39,0,39,1],[40,0,40,1],[43,0,43,1],[46,0,46,2]]}
[null,null,{"$f":"'Sch 1 WP 3B P&Gs'!G1","v":"ZB Sludge Pipeline"}]
["Tender No.:",{"$f":"'Sch 1 WP 3B P&Gs'!$C$2","v":"RW10397155/22"},"Summary"]
["Description:",{"$f":"'Sch 1 WP 3B P&Gs'!$C$3","v":"DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER (SL2 PIPELINE)"},{"$f":"'Sch 1 WP 3B P&Gs'!G3","v":"2021-10-01"}]
[]
[]
[]
[]
[]
[null,"SUMMARY - WORK PACKAGE 3B"]
[]
["Section","Description","Amount"]
[]
[null,"PACKAGE 3B"]
[]
["SCHEDULE 1","PRELIMINARY AND GENERAL : FIXED & TIME-RELATED CHARGES "]
[]
["SCHEDULE 2","OHS, ENVIRONMENT, QUALITY & SOCIO-ECONOMIC DEVELOPMENT"]
[]
["SCHEDULE 3","PROVISIONAL SUMS & DAYWORKS"]
[]
["SCHEDULE 4","AUTOMATION"]
[]
["SCHEDULE 5 ","CIVIL"]
[]
["SCHEDULE 6 ","ELECTRICAL"]
[]
["SCHEDULE 7 ","MECHANICAL AND PROCESS"]
[]
["SCHEDULE 8 ","PIPELINE"]
[]
["SCHEDULE 9 ","CATHODIC PROTECTION"]
[]
["SCHEDULE 10 ","SOCIOECONOMIC DEVELOPMENT"]
[]
[]
["SUBTOTAL A (W3B)……………………………………..……………………………………………"]
[]
[]
["VALUE ADDED TAX"]
["Add 15% of Subtotal A ………..…….……………………..………...……..………………"]
["(Provisional sum based on current rate of VAT)"]
[]
[]
["TOTAL"]
[]
[]
["SIGNED ON BEHALF OF TENDERER: ……………………………………………..……………………………………………."]

{"sheet":"Summary - W3","index":23,"n_rows":34,"n_cols":3,"rows_kept":34,"merged":[[2,1,4,1],[21,0,21,1],[24,0,24,1],[25,0,25,1],[26,0,26,1],[29,0,29,1],[31,0,31,2],[33,0,33,2]]}
[]
["Tender No.:",{"$f":"'Sch 1 WP 3A P&Gs'!$C$2","v":"RW10397155/22"},"Summary"]
["Description:","PANFONTEIN PROJECTS PACKAGE 3 (3A AND 3B):\nWORK PACKAGE 3A - EARTHWORKS, PIPE LAYING, JACKING AND ASSOCIATED CIVIL WORKS FOR A 6020M X 626MM OD STEEL PIPELINE FROM VEREENIGING PUMPING STATION TO VAAL RIVER BRIDGE CROSSING IN MACCAUVLEI (SL1 PIPELINE)\nWORK PACKAGE 3B – DESIGN, MANUFACTURE, SUPPLY, DELIVERY, INSTALLATION, TEST, COMMISSION AND MAINTAIN PIPE LAYING AND CIVIL WORKS FOR THE CONSTRUCTION OF 750m, 694mm ID (8mm THICK) SLUDGE STEEL PIPELINE FROM CENTRAL SLUDGE NO. 2 TO THE CROSS CONNECTION CHAMBER",{"$f":"'Sch 1 WP 3A P&Gs'!G3","v":"2021-10-01"}]
[]
[]
[]
[null,"SUMMARY - WORK PACKAGE 3"]
[]
["Section","Description","Amount"]
[]
[null,"PACKAGE 3A"]
[]
["W3A","SUBTOTAL A FROM SUMMARY - W3A"]
[]
[null,"PACKAGE 3B"]
[]
["W3B","SUBTOTAL A FROM SUMMARY - W3B"]
[]
[]
[]
[]
["SUBTOTAL A (W3) ……………………………………..……………………………………………"]
[]
[]
["VALUE ADDED TAX"]
["Add 15% of Subtotal A (W3) ………..…….……………………..………...……..………………"]
["(Provisional sum based on current rate of VAT)"]
[]
[]
["TOTAL CARRIED TO FORM C1.1, FORM OF OFFER (FOR WORK PACKAGE 3)"]
[]
[]
[]
["SIGNED ON BEHALF OF TENDERER: ……………………………………………..……………………………………………."]