{"text_format":"3","workbook":"xls","n_sheets":11,"sheets":["1.P&G","2.SITE CLEARANCE","3.EARTHWORKS ","4.EARTHWORKS PIPE TRENCHES","5.CONCRETE","6.MEDIUM PRESS. PIPELINE","7.BEDDING","8.RESERVOIR 1","9.RESERVOIR 2 ","10.SUNDRIES","Summary"],"not_rendered":{"external_links":1,"defined_names":8},"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"1.P&G","index":0,"n_rows":178,"n_cols":8,"rows_kept":178,"merged":[[46,0,46,6],[49,0,49,6],[89,0,89,6],[91,0,91,6],[131,0,131,6],[133,0,133,6],[176,0,176,6]],"flags":["formulas_cached_only"]}
["ITEM\nNO","PAYMENT","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[1,"SANS\n1200AA",null,"SECTION 1 : \nPRELIMINARY GENERAL"]
[]
[null,"PSA 8.2.1",null,"Fixed-Charge Items"]
[]
["1.1","8.3.1",null,"Contractual Requirements","Sum",{"v":1,"d":" 1.00"}]
[]
[null,"8.3.2",null,"Establish Facilities on the Site"]
[]
["1.2","8.3.2.1",null,"Facilities for Engineer (SANS 1200AB)"]
[]
["1.2.1","8.3.2.1  PSAB 3.1 & 3.2",null,"a) Two contract nameboards, furnished offices and meeting room, printer, toilet and covered parking bays.","Sum",{"v":1,"d":" 1.00"}]
[]
["1.2.2","PSAB 4.1",null,"b) Telephone","No.",{"v":2,"d":" 2.00"}]
[]
["1.2.3","PSAB 4.3",null,"c) Computer","No.",{"v":1,"d":" 1.00"}]
[]
["1.2.4","PSAB 4.4",null,"d) Vehicle","No.",{"v":1,"d":" 1.00"}]
[]
["1.3","8.3.2.2",null,"Facilities for Contractor"]
[]
["1.3.1",null,null,"a) Offices and storage sheds","Sum",{"v":1,"d":" 1.00"}]
[]
["1.3.2",null,null,"b) Workshops","Sum",{"v":1,"d":" 1.00"}]
[]
["1.3.3",null,null,"c) Laboratories, testing equipment and facilities","Sum",{"v":1,"d":" 1.00"}]
[]
["1.3.4",null,null,"d) Living accommodation","Sum",{"v":1,"d":" 1.00"}]
[]
["1.3.5",null,null,"e) Ablution and latrine facilities","Sum",{"v":1,"d":" 1.00"}]
[]
["1.3.6",null,null,"f) Tools and equipment","Sum",{"v":1,"d":" 1.00"}]
[]
["1.3.7",null,null,"g) Water supply, electric power communications, dealing with water and access","Sum",{"v":1,"d":" 1.00"}]
[]
["1.3.8","PSA 8.4.2.2",null,"h) Dealing with water, inclusive of stormwater management plan for construction purposes","Sum",{"v":1,"d":" 1.00"}]
[]
["1.4","8.3.3",null,"Other fixed-charge obligations","Sum",{"v":1,"d":" 1.00"}]
[]
["1.5","8.3.4",null,"Remove Engineer's and Contractors site establishment on completion of works","Sum",{"v":1,"d":" 1.00"}]
[]
["1.6",null,null,"Compliance with OHS Act (Act 85 of 1993) and Construction Regulations 2014 requirements:"]
[]
["1.6.1",null,null,"Preparation of risk assessments, safe work procedures, the project H&S File and the H&S plan","Sum",{"v":1,"d":" 1.00"}]
[]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD7"]
[]
["BROUGHT FORWARD"]
[]
["1.6.2",null,null,"The provision of PPE(exclude EPWP) and protective clothing, and all other H&S matters that the contractor deems necessary","Sum",{"v":1,"d":" 1.00"}]
[]
["1.6.3",null,null,"Completing and checking the Project H&S File and handing over to the Client on completion of the Works","Sum",{"v":1,"d":" 1.00"}]
[]
["1.6.4",null,"PE","Contractor's responsibility in terms of Quality Assurance, Construction Records and Construction Dossier","Sum",{"v":1,"d":" 1.00"}]
[]
["1.6.5",null,null,"Contractors responsibility in terms of Record of Decision and Environmental Management Plan","Sum",{"v":1,"d":" 1.00"}]
[]
["1.6.6",null,null,"Contractors Responsibility in terms of 24 hour security","Sum",{"v":1,"d":" 1.00"}]
[]
[null,"PSA 8.2.2 & 8.4",null,"Time-Related Items"]
[]
["1.7","8.4.1",null,"Contractual Requirements","Sum",{"v":1,"d":" 1.00"}]
[]
["1.8","8.4.2",null,"Operate and maintain facilities on Site","Sum",{"v":1,"d":" 1.00"}]
[]
["1.9","8.2.2",null,"Facilities for Engineer for duration of construction (SANS 1200AB)"]
[]
["1.9.1","PSA 8.2.2 ",null,"a) Two contract nameboards, furnished offices and meeting room, printer, toilet and covered parking bays.","Sum",{"v":1,"d":" 1.00"}]
[]
["1.9.2","PSAB 4.1",null,"b) Telephone","Sum",{"v":1,"d":" 1.00"}]
[]
["1.10","8.4.2.2",null,"Facilities for Contractor, for duration of construction except where otherwise stated"]
[]
["1.10.1",null,null,"a) Offices and storage sheds","Sum",{"v":1,"d":" 1.00"}]
[]
["1.10.2",null,null,"b) Workshops","Sum",{"v":1,"d":" 1.00"}]
[]
["1.10.3",null,null,"c) Laboratories, materials, testing equipment and facilities","Sum",{"v":1,"d":" 1.00"}]
[]
["1.10.4",null,null,"d) Living accommodation","Sum",{"v":1,"d":" 1.00"}]
[]
["1.10.5",null,null,"e) Ablution and latrine facilities","Sum",{"v":1,"d":" 1.00"}]
[]
["1.10.6",null,null,"f) Tools and equipment","Sum",{"v":1,"d":" 1.00"}]
[]
["1.10.7",null,null,"g) Water supply, electric power, communications dealing with water and access","Sum",{"v":1,"d":" 1.00"}]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD8"]
["BROUGHT FORWARD"]
[]
["1.10.8","PSA 8.4.2.2",null,"h) Dealing with water","Sum",{"v":1,"d":" 1.00"}]
[]
["1.10.9",null,null,"i) Dealing with water, inclusive of stormwater management plan for construction purposes","Sum",{"v":1,"d":" 1.00"}]
[]
["1.10.10","PSA 8.8.2",null,"j) Dealing with traffic","Sum",{"v":1,"d":" 1.00"}]
[]
["1.11","8.4.3\n",null,"Supervision","Sum",{"v":1,"d":" 1.00"}]
[]
["1.12","8.4.4",null,"Company and head office over head costs","Sum",{"v":1,"d":" 1.00"}]
[]
["1.13",null,null,"Compliance with OHS Act (Act 85 of 1993) and Construction Regulations 2003 requirements:"]
[]
["1.13.1",null,null,"Updating and amending the risk assessments, safe work procedures, the project H&S File and the H&S plan","Sum",{"v":1,"d":" 1.00"}]
[]
["1.13.2",null,null,"The provision of PPE and protective clothing, and any other H&S matters that the contractor deems necessary for EPWP","Sum",{"v":1,"d":" 1.00"}]
[]
["1.13.3",null,null,"Compliance with SANS 1921 Part 6 HIV/Aids Awareness during the contract","Sum",{"v":1,"d":" 1.00"}]
[]
["1.13.4",null,null,"Full compliance with all H&S matters during the construction of the works under the contract","Sum",{"v":1,"d":" 1.00"}]
[]
["1.13.5",null,null,"Full compliance with EMP","Sum",{"v":1,"d":" 1.00"}]
[]
["1.14","8.4.5",null,"Other time-related obligations","Sum",{"v":1,"d":" 1.00"}]
[]
["1.15","C3.3.3.2",null,"Contractors commission for the provision of mentorship and management of the subcontractors for the work to be subcontracted to the locals. ","sum",{"v":1,"d":" 1.00"}]
[]
["1.16",null,null,"PROVISIONAL SUMS"]
[]
["1.16.1","PSAB 8.2.2 (a)",null,"Laboratory Testing (Required by the Engineer)","Prov Sum",{"v":1,"d":" 1.00"},null,{"v":50000,"d":"50,000.00"}]
[]
["1.16.2",null,null,"Contractor's Commission on Item 1.16.1","%",{"v":50000,"d":"50 000.00"}]
[]
["1.16.3","PSDB 8.3.10",null,"Relocation of existing services where ordered by the Engineer","Prov Sum",{"v":1,"d":" 1.00"},null,{"v":20000,"d":"20,000.00"}]
[]
["1.16.4",null,null,"Provision of tools and equipment as specified by the Employer","Prov Sum",{"v":1,"d":" 1.00"},null,{"v":10000,"d":"10,000.00"}]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD9"]
["BROUGHT FORWARD"]
[]
["1.16.5","PSA 8.5 (c)",null,"Provision for Community Liaison Officer","Prov Sum",{"v":1,"d":" 1.00"},null,{"v":84000,"d":"84,000.00"}]
[]
["1.16.6",null,null,"Contractor's Commission on Item 1.16.3 - 1.16.5","%",{"v":84000,"d":"84 000.00"}]
[]
["1.16.7",null,null,"Stationary and other consumables for the Engineer and his/her Representative","Prov Sum",{"v":1,"d":" 1.00"},null,{"v":20000,"d":"20,000.00"}]
[]
["1.16.8",null,null,"Contractor's Commission on Item 1.16.7","%",{"v":20000,"d":"20 000.00"}]
[]
["1.17","PA 5.1",null,"DAYWORKS"]
[]
["1.17.1",null,null,"Labour"]
[]
["1.17.1.1",null,"LI","a) Foreman","Hr",{"v":20,"d":" 20.00"}]
[]
["1.17.1.2",null,"LI","b) Unskilled : labourer","Hr",{"v":30,"d":" 30.00"}]
[]
["1.17.1.3",null,"LI","c) Semi-skilled : pipelayer, section leader, survey assistant","Hr",{"v":30,"d":" 30.00"}]
[]
["1.17.1.4",null,null,"d) Skilled: artisan","Hr",{"v":10,"d":" 10.00"}]
[]
["1.17.1.5",null,null,"e) Surveyor including assistants and equipment","Hr",{"v":5,"d":" 5.00"}]
[]
["1.17.2","PA 5.2",null,"Plant"]
[]
["1.17.2.1",null,null,"a) Back-acting excavator","Hr",{"v":9,"d":" 9.00"}]
[]
["1.17.2.2",null,null,"b) Compactors","Hr",{"v":3,"d":" 3.00"}]
[]
["1.17.2.3",null,null,"c) Compressor with hoses, hand tools and bits (min air output 7m3/min)","Hr",{"v":10,"d":" 10.00"}]
[]
["1.17.2.4",null,null,"d) Tiptruck (6m3)","Hr",{"v":9,"d":" 9.00"}]
[]
["1.17.2.5",null,null,"e) Pedestrian roller (Bomag 60 or similar)","Hr",{"v":18,"d":" 18.00"}]
{"$rows_empty":8}
[" TOTAL CARRIED FORWARD TO SUMMARY"]
[{"$nulls":7},"PD10"]

{"sheet":"2.SITE CLEARANCE","index":1,"n_rows":40,"n_cols":8,"rows_kept":40,"merged":[[38,0,38,6]],"flags":["formulas_cached_only"]}
["ITEM\nNO","PAYMENT","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["2","SANS \n1200C",null,"SECTION 2:\nSITE CLEARANCE"]
[]
[{"$nulls":3},"Note: Particular Specification PI: Employer's Environmental Management Specification for Environmental Management of construction projects"]
[]
[" "," ",null,"Clearing and Grubbing & Stripping"]
[]
["2.1"," ",null,"Clear and grub and strip topsoil:"]
[]
["2.1.1","8.2.2 & PSC 8.2.10","LI","b) Clear and grub vegetation and 150 mm thick topsoil, stockpile, maintain and reinstate on completion for all chambers (By hand)","m²",{"v":30,"d":" 30.00"}]
[]
["2.2","8.2.2",null,"Remove and grub large trees and tree stumps of girth:"]
[]
["2.2.1",null,"LI","a) over 1m and up to and including 2m","No.",{"v":5,"d":" 5.00"}]
[]
["2.2.2",null,"LI","b) over 2m and up to and including 3m ","No.",{"v":2,"d":" 2.00"}]
[]
["2.2.3",null,null,"c) over 3m","No.",{"v":1,"d":" 1.00"}]
[]
["2.3","PSC 8.2.11",null,"Dismantle existing fencing, move to storage and later reinstate as directed by the Employer's Agent:"]
[]
["2.3.1",null,null,"Welded mesh wire fencing with straining posts","m",{"v":150,"d":" 150.00"}]
[]
["2.3.2",null,null,"Wire fencing with straining posts","m",{"v":500,"d":" 500.00"}]
[]
["2.3.3","PSC 8.2.12",null,"Demarcation staking of pipeline servitude with wooden stakes","m",{"v":20,"d":" 20.00"}]
[]
["2.3.4","PSC 8.2.14",null,"Removing and re-erecting of Structures","Prov Sum",{"v":1,"d":" 1.00"},null,{"v":20000,"d":"20,000.00"}]
{"$rows_empty":9}
[" TOTAL CARRIED FORWARD TO SUMMARY"]
[{"$nulls":7},"PD11"]

{"sheet":"3.EARTHWORKS ","index":2,"n_rows":44,"n_cols":8,"rows_kept":44,"merged":[[42,0,42,6]],"flags":["formulas_cached_only"]}
["ITEM \n NO","PAYMENT","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["3","SANS \r\n1200D",null,"SECTION 3:\nEARTHWORKS SMALL STRUCTURES"]
[]
[3.1,"PSD 8.3.3"," ","Restricted excavation, beyond the limits of the pipe trench, in all materials to net outline of structures and to underside of blinding layers and for sumps, including for disposal of material for all Chambers .",""]
[]
[3.2,null,"LI","Excavate materials for gabions","m³",{"v":20,"d":" 20.00"}]
[]
[3.3,"8.3.3(b)",null,"Extra over Items 3.1.1 to 3.1.5 for excavation in: "]
[]
["3.3.1",null,null,"Intermediate material (Prov.)","m³",{"v":50,"d":" 50.00"}]
[]
["3.3.2","8.3.3(b)(2)",null,"Hard rock (Prov.)","m³",{"v":10,"d":" 10.00"}]
[]
["3.4","8.3.4(a)",null,"Import G2 fill material to use for backfill underside of blinding level of tank bases compacted to 96% MOD AASHTO","m³",{"v":60,"d":" 60.00"}]
{"$rows_empty":28}
[" TOTAL CARRIED FORWARD TO SUMMARY"]
[{"$nulls":7},"PD12"]

{"sheet":"4.EARTHWORKS PIPE TRENCHES","index":3,"n_rows":92,"n_cols":8,"rows_kept":92,"merged":[[40,0,40,6],[42,0,42,6],[90,0,90,6]],"flags":["formulas_cached_only"]}
["ITEM\nNO","PAYMENT","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["4","SANS\r\n1200DB",null,"SECTION 4 :\nEARTHWORKS PIPE TRENCHES"]
[]
[{"$nulls":3},"Pipeline Trench Excavations:"]
[]
["4.1","8.3.2",null,"a)Excavate, in all materials for trenches, backfill, compact and dispose of surplus  material, for DN80 - DN300 pipes for the following depths:  "]
[]
[{"$nulls":3},"        Over            Up to and including"]
[]
["4.1.1",null,null,"         0 m                      1,5 m","m³",{"v":210,"d":" 210.00"}]
[]
["4.1.2",null,null,"      1,5 m                      2,0 m ","m³",{"v":750,"d":" 750.00"}]
[]
["4.1.3",null,null,"       Over 2m","m³",{"v":240,"d":" 240.00"}]
[{"$nulls":4}," "]
["4.2","8.3.2",null,"Extra over Items in 4.1 for excavation in: "]
[]
["4.2.1",null,null,"1)Intermediate excavation","m³",{"v":30,"d":" 30.00"}]
[]
["4.2.2",null,null,"2)Hard rock excavation","m³",{"v":40,"d":" 40.00"}]
[]
["4.3","8.3.2","LI","c)Excavate and dispose of unsuitable material from trench bottom (Prov.)","m³",{"v":20,"d":" 20.00"}]
[]
["4.4","8.3.3",null,"Excavation ancillaries"]
[]
["4.4.1"," 8.3.3.1",null,"Make up deficiency in backfill material (provisional)","m³",{"v":30,"d":" 30.00"}]
[]
["4.4.2",null,null,"a)From other necessary excavation onsite","m³",{"v":20,"d":" 20.00"}]
[]
["4.4.3",null,null,"b)By importation from designated borrow pits","m³",{"v":20,"d":" 20.00"}]
[]
["4.4.4",null,null,"c)By importation from commercial or off-site sources selected by contractor","m³",{"v":10,"d":" 10.00"}]
[]
["4.4.5","8.3.3.3",null,"Compaction in road reserves","m³",{"v":10,"d":" 10.00"}]
[]
["4.6","8.3.4",null,"b)Control of underground water seepage at stream crossings","m",{"v":20,"d":" 20.00"}]
[]
["4.7",null,null,"Existing Services that intersect or adjoin a pipe trench"]
[]
["4.7.1","8.3.5",null,"a)Protect, maintain, repair services that intersect a pipe trench","No",{"v":2,"d":" 2.00"}]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD13"]
["BROUGHT FORWARD"]
[]
["4.7.2","8.3.5",null,"b)Protect, maintain, repair services that adjoin a pipe trench","m",{"v":10,"d":" 10.00"}]
{"$rows_empty":45}
[" TOTAL CARRIED FORWARD TO SUMMARY"]
[{"$nulls":7},"PD14"]

{"sheet":"5.CONCRETE","index":4,"n_rows":49,"n_cols":8,"rows_kept":49,"merged":[[47,0,47,6]],"flags":["formulas_cached_only"]}
["ITEM\nNO","PAYMENT","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["5","SANS\n1200GA",null,"SECTION 5 :\nCONCRETE (STRUCTURAL)"]
[]
["5.1","8.2",null,"FORMWORK"]
[]
["5.1.1",null,"LI","a) Rough horizontal","m²",{"v":60,"d":" 60.00"}]
[]
["5.1.2",null,"LI","b) Rough vertical","m²",{"v":10,"d":" 10.00"}]
[]
["5.1.3",null,"LI","c) Smooth horizontal","m²",{"v":5,"d":" 5.00"}]
[]
["5.1.4",null,"LI","d) Smooth vertical","m²",{"v":10,"d":" 10.00"}]
[]
["5.2","8.3",null,"REINFORCEMENT"]
[]
["5.2.1","8.3.1","LI","a) High tensile","kg",{"v":220,"d":" 220.00"}]
[]
["5.2.2","8.3.1","LI","b) Mild steel","kg",{"v":900,"d":" 900.00"}]
[]
["5.2.3","8.3.2","LI","c) Weldmesh Ref 245","m²",{"v":30,"d":" 30.00"}]
[]
["5.3","8.4",null,"CONCRETE"]
[]
["5.3.1","8.4.2","LI","Blinding concrete Class 15/19 50 mm thick","m²",{"v":25,"d":" 25.00"}]
[]
["5.3.2",null,null,"Concrete Class 25/19 for tank bases"]
[]
["5.3.2.1",null,null,"Elevated tank bases","m³",{"v":15,"d":" 15.00"}]
[]
["5.3.3",null,null,"Concrete Class 25/19 to concrete pedestals, plinths and other minor concrete work, including all formwork."]
[]
["5.3.3.1",null,null,"Concrete pedestals, plinths, etc","m³",{"v":15,"d":" 15.00"}]
[]
["5.4",null,null,"UNFORMED SURFACE FINISHING"]
[]
["5.4.1","8.4.4(a)","LI","a) Wood-floated finish","m²",{"v":85,"d":" 85.00"}]
[]
["5.4.2","8.4.4(b)","LI","b) Steel-floated finish","m²",{"v":5,"d":" 5.00"}]
{"$rows_empty":9}
[" TOTAL CARRIED FORWARD TO SUMMARY"]
[{"$nulls":7},"PD15"]

{"sheet":"6.MEDIUM PRESS. PIPELINE","index":5,"n_rows":133,"n_cols":8,"rows_kept":133,"merged":[[41,0,41,6],[86,0,86,6],[131,0,131,6]],"flags":["formulas_cached_only"]}
["ITEM\nNO","PAYMENT","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["6","SANS\r\n1200L",null,"SECTION 6 :\nMEDIUM PRESSURE PIPELINES"]
[]
[{"$nulls":3},"STEEL PIPES AND FITTINGS"]
[]
[{"$nulls":3},"NOTE:  In accordance with SABS 62: Part 1, 3,3 mm thick steel pipes up to and including DN150 and 4,5mm thick Grade B steel plate for manufacture of DN200 and larger. Pipes up to and including DN150 hot dipped galvanised. Pipes DN300 and larger coated and lined with an approved epoxy system with a dry film thickness of at least 350 microns. All flanges to SABS 1123, Table 1600 unless otherwise specified."]
[]
["6.1","PSL 8.2.1 & 8.2.1",null,"Supply, handle, lay, joint, test and disinfect steel pipes and fittings including all nuts, bolts, gaskets and jointing material:"]
[]
["6.1.1",null,null,"Pipes"]
[]
["6.1.2",null,"LI","DN80 x 1000mm long fl/pe pipe","No.",{"v":4,"d":" 4.00"}]
[]
["6.1.3",null,"LI","DN100 x 1000mm long d/fl pipe","No.",{"v":1,"d":" 1.00"}]
[]
["6.1.4",null,"LI","DN200 x 1000mm long d/fl pipe","No.",{"v":2,"d":"2.00"}]
[]
["6.1.5",null,"LI","DN300 x 1000mm long d/fl pipe","No.",{"v":1,"d":"1.00"}]
[]
["6.2",null,null,"Reducers"]
[]
["6.2.1",null,"LI","DN100 x DN80 d/fl reducer","No.",{"v":2,"d":" 2.00"}]
[null," "]
["6.2.2",null,"LI","DN200 x DN100 d/fl reducer ","No.",{"v":1,"d":" 1.00"}]
[]
["6.2.3",null,"LI","DN300 x DN200 d/fl reducer ","No.",{"v":2,"d":" 2.00"}]
[]
["6.3",null,null,"Bends "]
[]
["6.3.1",null,"LI","DN80 x 45","No.",{"v":2,"d":" 2.00"}]
[]
["6.3.2",null,"LI","DN100 x 45","No.",{"v":2,"d":" 2.00"}]
[]
["6.3.3",null,"LI","DN200 x 45","No.",{"v":3,"d":" 3.00"}]
[]
["6.3.4",null,"LI","DN300 x 45","No.",{"v":4,"d":" 4.00"}]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD16"]
["BROUGHT FORWARD"]
[]
["6.3.5",null,"LI","DN80 x 90","No.",{"v":2,"d":" 2.00"}]
[]
["6.3.6",null,"LI","DN100 x 90","No.",{"v":2,"d":" 2.00"}]
[]
["6.3.7",null,"LI","DN200 x 90","No.",{"v":3,"d":" 3.00"}]
[]
["6.3.8",null,"LI","DN300 x 90","No.",{"v":4,"d":" 4.00"}]
[]
["6.4",null,null,"Tees"]
[]
["6.4.1",null,"LI","DN200 x DN80 tee d/fl ","No.",{"v":1,"d":" 1.00"}]
[]
["6.4.2",null,"LI","DN200 x 150 tee  d/fl ","No.",{"v":1,"d":" 1.00"}]
[]
["6.5",null,null,"Adaptor joints"]
[]
["6.5.1",null,"LI","DN80 VJ adaptor joint or similar approved to suit.","No.",{"v":1,"d":" 1.00"}]
[]
["6.5.2",null,"LI","DN300 VJ adaptor joint or similar approved to suit.","No.",{"v":1,"d":" 1.00"}]
[]
[null,"PSL 3.10 & 8.2.3",null,"Supply, handle, install and test SABS approved waterworks pattern, flanged valves (SABS 1123, Table 1600 unless otherwise specified):"]
[]
["6.6",null,null,"VALVES"]
[]
[null,"PSL 3.10 & 8.2.3","LI","Supply, handle, install and test air valves"]
[]
["6.6.1",null,"LI","DN80 Variant 080 LW 16/315 or similar approved","No.",{"v":1,"d":" 1.00"}]
[]
["6.6.2"," ","LI","DN100 d/fl RS valve with square cap","No.",{"v":1,"d":" 1.00"}]
[]
["6.6.3",null,"LI","DN200 d/fl RS valve with square cap","No.",{"v":2,"d":" 2.00"}]
[]
["6.6.4"," ","LI","DN300 d/fl RS valve with square cap","No.",{"v":3,"d":" 3.00"}]
[]
["6.6.5",null,"LI","DN100 d/fl wedge gate valve with square cap","No.",{"v":3,"d":" 3.00"}]
[]
["6.6.6",null,"LI","DN80 d/fl RS valve with handwheel","No.",{"v":3,"d":" 3.00"}]
[]
["6.6.7",null,"LI","DN80 d/fl wedge gate valve with square cap","No.",{"v":3,"d":" 3.00"}]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD17"]
["BROUGHT FORWARD"]
[]
["6.6.8",null,"LI","DN100 d/fl wedge gate valve with square cap","No.",{"v":3,"d":" 3.00"}]
[]
["6.6.9",null,"LI","DN80 Air Valve (Vent-O-Mat or similar approved)","No.",{"v":4,"d":" 4.00"}]
[]
["6.6.10",null,"LI","100 Air Valve (Vent-O-Mat or similar approved)","No.",{"v":2,"d":" 2.00"}]
[]
["6.6.11",null,"LI","DN150 Air Valve (Vent-O-Mat or similar approved)","No.",{"v":2,"d":" 2.00"}]
[]
["6.6.12",null,"LI","DN80 Bermard or similar approved 70N \"Y\" Pattern Non-Slam, Non-Return Flanged Valve","No.",{"v":1,"d":" 1.00"}]
{"$rows_empty":34}
[" TOTAL CARRIED FORWARD TO SUMMARY"]
[{"$nulls":7},"PD18"]

{"sheet":"7.BEDDING","index":6,"n_rows":42,"n_cols":8,"rows_kept":42,"merged":[[40,0,40,6]],"flags":["formulas_cached_only"]}
["ITEM\nNO","PAYMENT","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["7","SABS    1200LB",null,"SECTION 7 :\nBEDDING (PIPES)"]
[]
[{"$nulls":3},"PROVISION OF BEDDING"]
[]
[null,"PSLB 8.2.1(1)",null,"Provision of bedding from trench excavation"]
[]
["7.1",null,null,"Without the need for screening:"]
[]
["7.1.1","PSLB 8.2.1(1)(a)","LI","Selected granular material","m³",{"v":20,"d":" 20.00"}]
[]
["7.1.2","PSLB 8.2.1(1)(b)","LI","Selected fill material","m³",{"v":10,"d":" 10.00"}]
[]
["7.2","PSLB 8.2.1(1)","LI","Including for screening"]
[]
["7.2.1","PSLB 8.2.1(2)(a)","LI","Selected granular material","m³",{"v":60,"d":" 60.00"}]
[]
["7.2.2","PSLB 8.2.1(2)(b)","LI","Selected fill material","m³",{"v":90,"d":" 90.00"}]
[]
["7.3","8.2.2.2 & 8.2.2.3",null,"Provision of bedding by importation from commercial or off-site sources, including for screening and/or other treatment:"]
[]
["7.3.1","PSLB 8.2.1(2)(b)","LI","Selected granular material","m³",{"v":120,"d":" 120.00"}]
[]
["7.3.2","PSLB 8.2.1(2)(b)","LI","Selected fill material","m³",{"v":145,"d":" 145.00"}]
[]
["7.4",null,"LI","Padding sand","m³",{"v":10,"d":" 10.00"}]
[]
["7.5","PSLB 8.2.6","LI","13 mm Drianage layer","m³",{"v":10,"d":" 10.00"}]
{"$rows_empty":12}
[" TOTAL CARRIED FORWARD TO SUMMARY"]
[{"$nulls":7},"PD19"]

{"sheet":"8.RESERVOIR 1","index":7,"n_rows":731,"n_cols":8,"rows_kept":731,"merged":[[37,0,37,6],[70,0,70,6],[72,0,72,6],[95,0,95,6],[97,0,97,6],[133,0,133,6],[135,0,135,6],[172,0,172,6],[174,0,174,6],[215,0,215,6],[217,0,217,6],[255,0,255,6],[257,0,257,6],[285,0,285,6],[287,0,287,6],[312,0,312,6],[314,0,314,6],[352,0,352,6],[354,0,354,6],[378,0,378,6],[380,0,380,6],[406,0,406,6],[408,0,408,6],[439,0,439,6],[441,0,441,6],[470,0,470,6],[472,0,472,6],[508,0,508,6],[510,0,510,6],[546,0,546,6],[548,0,548,6],[578,0,578,6],[580,0,580,6],[618,0,618,6],[620,0,620,6],[658,0,658,6],[660,0,660,6],[692,0,692,6],[694,0,694,6],[729,0,729,6]],"flags":["formulas_cached_only"]}
["ITEM\nNO","PAYMENT","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["8",null,null,"SECTION 8 :\nRESERVOIR 1"]
[]
["8.1","SANS    1200C",null,"SECTION 8.1 :\nSITE CLEARANCE"]
[]
[{"$nulls":3},"Note: Particular Specification PI: Employer's Environmental Management Specification for Environmental Management of construction projects"]
[]
[{"$nulls":3},"Clearing and Grubbing & Topsoil Stripping"]
[]
["8.1.1","8.2.1","LI","Clear and grub vegetation and 150 mm thick topsoil, stockpile, maintain and reinstate on completion for Reservoir (By hand)","m²",{"v":620,"d":" 620.00"}]
[]
["8.1.2","8.2.2",null,"Remove and grub large trees and tree stumps of girth:"]
[]
["8.1.2.1","8.2.2(a) ","LI","over 1 m and up to and including 2 m","No",{"v":1,"d":" 1.00"}]
[]
["8.1.2.2","8.2.2(b)","LI","over 2 m and up to and including 3 m","No",{"v":1,"d":" 1.00"}]
[]
["8.1.3","PSC 8.2.10","LI","Remove topsoil to nominal depth of 150mm and stockpile","m²",{"v":620,"d":" 620.00"}]
{"$rows_empty":17}
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD20"]
["BROUGHT FORWARD"]
[]
["8.2","SANS 1200D",null,"SECTION 8.2 :\nEARTHWORKS "]
[]
["8.2.1","PSD 8.3.2 & 8.3.2(a)",null,"Selective bulk excavation in all material and dispose or stockpile as required for forming of terraces surrounding the structures and for the trimming of slopes, for:"]
[]
["8.2.1.1",null,null,"Reservoir (By machine)","m³",{"v":1580,"d":"1 580.00"}]
[]
["8.2.1.2",null,null,"Control chamber (By machine)","m³",{"v":100,"d":" 100.00"}]
[]
["8.2.1.3",null,null,"Box out 1000mm of insitu soils beneath the reservoir founding depth (By machine)","m³",{"v":620,"d":" 620.00"}]
[]
["8.2.2","8.3.2(b)",null,"Extra over Items 8.2.1.1 and 8.2.1.3 for:"]
[]
["8.2.2.1","8.3.2(b)(2)",null,"Hard rock excavation (Prov)","m³",{"v":680,"d":" 680.00"}]
[]
["8.2.3","8.3.3(a)",null,"Restricted excavation in all material and and dispose or stockpile as ordered, for:"]
[]
["8.2.3.1",null,"LI","Blinding and no-fines layers (By hand)","m³",{"v":65,"d":" 65.00"}]
[]
["8.2.3.2",null,"LI","Under drain box and under drains (By hand)","m³",{"v":10,"d":" 10.00"}]
[]
["8.2.3.3",null,"LI","Pipe block and control chamber (By hand)","m³",{"v":15,"d":" 15.00"}]
[]
["8.2.4","8.3.3(b)",null,"Extra over Item 9.2.3 for:"]
[]
["8.2.4.1","8.3.3(b)(2)",null,"Hard rock excavation (Prov)","m³",{"v":10,"d":" 10.00"}]
[]
["8.2.4.2",null,null,"Hard rock excavation without the use of explosives (Prov)","m³",{"v":4,"d":" 4.00"}]
[]
["8.2.5","PSD 8.3.4",null,"Importing of Material","m³",{"v":10,"d":" 10.00"}]
[]
["8.2.5.1","PSD 8.3.4(d)",null,"Construction of embarkment compacted to 98% Mod AASHTO","m³",{"v":10,"d":" 10.00"}]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD21"]
["BROUGHT FORWARD"]
[]
["8.2.6","PSD 8.3.4(e)",null,"Backfilling around structure compacted to 90% Mod AASHTO","m³",{"v":10,"d":" 10.00"}]
[]
["8.2.7","PSD 8.3.14",null,"Overbreak in rock up to 200mm on horizontal surfaces of excavation for structures including removal of shattered rock and refilling with Grade 10/40 concrete, for:"]
[]
["8.2.7.1",null,null,"Reservoir (Prov)","Prov Sum",{"v":1,"d":" 1.00"},null,{"v":20000,"d":"20 000.00"}]
[]
["8.2.7.2",null,null,"Control chamber (Prov)","Prov Sum",{"v":1,"d":" 1.00"},null,{"v":5000,"d":"5 000.00"}]
[]
["8.2.8","PSD 8.3.4(f)",null,"Rip and recompact 300mm depth of subgrade in the box cut beneath the reservoir.  Compact with eight passes of a heavy roller","m²",{"v":5,"d":" 5.00"}]
[]
["8.2.9","8.3.4(a)",null,"Import G6 material to use for backfill to underside of blinding level, 4% cement stabilised by mass, compacted in layers not exceeding 200mm to minimum 98% Mod AASHTO including the supply of cement, mixing and adding water. (Prov)","m³",{"v":5,"d":" 5.00"}]
[]
["8.2.10","8.3.4(a)","LI","Import selected fill material to use for embankments around structures and compact to 96% Mod AASHTO","m³",{"v":360,"d":" 360.00"}]
[]
["8.2.11","8.3.4(a)","LI","Import and spread topsoil to a nominal depth of 150mm on embankments, terraces and designated areas","m²",{"v":300,"d":" 300.00"}]
[]
["8.2.12","8.3.10","LI","Topsoiling to embankments, terraces and designated areas","m²",{"v":100,"d":" 100.00"}]
[]
["8.2.13","8.3.11","LI","Grassing to embankments, terraces and designated areas ","m²",{"v":100,"d":" 100.00"}]
[]
["8.2.14","PSD 8.3.15",null,"Soilcrete Stabilised fill material with 1:10  cement/sand mix compacted to 98% MOD AASHTO.","m³",{"v":80,"d":" 80.00"}]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD22"]
["BROUGHT FORWARD"]
[]
["8.3","SANS 1200G",null,"SECTION 8.3 :\nCONCRETE (STRUCTURAL)"]
[]
[null,"PSG 8.1.3.2",null,"CONCRETE "]
[]
["8.3.1","8.4.2",null,"Blinding layer in 15 MPa/19mm concrete:"]
[]
["8.3.1.1",null,null,"DN50 thick to horizontal surfaces","m²",{"v":450,"d":" 450.00"}]
[]
["8.3.2",null,null,"No-fines concrete in 1:8 cement:stone"]
[]
["8.3.2.1",null,null,"DN75 minimum thickness","m³",{"v":40,"d":" 40.00"}]
[]
["8.3.3","8.4.3",null,"Strength concrete Grade 10 MPa / 40mm:"]
[]
["8.3.3.1",null,null,"Mass filling to foundations of structures where ordered","m³",{"v":675,"d":" 675.00"}]
[]
["8.3.3.2",null,null,"Haunching and incasing to peripheral and underdrain pipes","m³",{"v":30,"d":" 30.00"}]
[]
["8.3.4","8.4.3",null,"Strength concrete Grade 15 MPa / 19mm:"]
[]
["8.3.4.1",null,null,"Benching","m³",{"v":2,"d":" 2.00"}]
[]
["8.3.4.2",null,null,"Pipe and valve supports and thrust blocks","m³",{"v":1,"d":" 1.00"}]
[]
["8.3.5","8.4.3",null,"Strength Concrete Grade 25 MPa / 19mm:"]
[]
["8.3.5.1"," ",null,"Underdrain Box","m³",{"v":1,"d":" 1.00"}]
[]
["8.3.5.2",null,null,"Control Chamber ","m³",{"v":15,"d":" 15.00"}]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD23"]
["BROUGHT FORWARD"]
[]
["8.3.6","8.4.3",null,"Strength Concrete Grade 35 MPa / 19mm:"]
[]
["8.3.6.1",null,null,"Reservoir wall","m³",{"v":100,"d":" 100.00"}]
[]
["8.3.6.2",null,null,"Reservoir wall footing (ring beam) and pipe block","m³",{"v":45,"d":" 45.00"}]
[]
["8.3.6.3",null,null,"Reservoir floor slab","m³",{"v":80,"d":" 80.00"}]
[]
["8.3.6.4",null,null,"Reservoir column bases, columns and heads","m³",{"v":5,"d":" 5.00"}]
[]
["8.3.6.5",null,null,"Reservoir roof slab","m³",{"v":100,"d":" 100.00"}]
[]
[null,"PSG 8.1.2.2(a)",null,"REINFORCEMENT"]
[]
["8.3.7","8.3.1","LI","Mild steel bars up to and including 12mm diameter (Prov)","t",{"v":3,"d":" 3.00"}]
[]
["8.3.8","8.3.1",null,"High tensile steel bars:"]
[]
["8.3.8.1",null,"LI","10mm","t",{"v":1.5,"d":" 1.50"}]
[]
["8.3.8.2",null,"LI","12mm","t",{"v":26,"d":" 26.00"}]
[]
["8.3.8.3",null,"LI","16mm","t",{"v":8,"d":" 8.00"}]
[]
["8.3.8.4",null,"LI","20mm","t",{"v":2,"d":" 2.00"}]
[]
[null,"PSG 8.1.1.6",null,"FORMWORK"]
[]
["8.3.9","8.2.1",null,"Rough vertical plane:"]
[]
["8.3.9.1",null,null,"Concealed surfaces of control chamber","m²",{"v":60,"d":" 60.00"}]
[]
["8.3.9.2",null,null,"Concealed surface of pipe block and under drain (lost shutter)","m²",{"v":15,"d":" 15.00"}]
[]
["8.3.10","8.2.1",null,"Rough vertical curved:"]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD24"]
["BROUGHT FORWARD"]
[]
["8.3.10.1",null,null,"Outside of reservoir wall","m²",{"v":30,"d":" 30.00"}]
[]
["8.3.11","8.2.2",null,"Smooth vertical plane:"]
[]
["8.3.11.1",null,null,"Outside walls of control chamber ","m²",{"v":60,"d":" 60.00"}]
[]
["8.3.11.2",null,null,"Inside walls of control chamber ","m²",{"v":60,"d":" 60.00"}]
[]
["8.3.12","8.2.2",null,"Smooth vertical curved:"]
[]
["8.3.12.1",null,null,"Outside of reservoir wall","m²",{"v":330,"d":" 330.00"}]
[]
["8.3.12.2",null,null,"Inside of reservoir wall","m²",{"v":290,"d":" 290.00"}]
[]
["8.3.12.3",null,null,"Columns - 350mm diameter","m²",{"v":40,"d":" 40.00"}]
[]
["8.3.13","8.2.2",null,"Smooth horizontal plane:"]
[]
["8.3.13.1",null,null,"Soffit of reservoir roof slab","m²",{"v":385,"d":" 385.00"}]
[]
["8.3.13.2",null,null,"Soffit of control chamber roof slab","m²",{"v":8,"d":" 8.00"}]
[]
["8.3.14",null,null,"Smooth sloping"]
[]
["8.3.14.1",null,null,"Curved conical to column heads","m²",{"v":10,"d":" 10.00"}]
[]
["8.3.15","8.2.5",null,"Narrow widths"]
[]
["8.3.15.1",null,null,"Up to 400mm wide to reservoir wall foundation","m",{"v":75,"d":" 75.00"}]
[]
["8.3.15.2",null,null,"Smooth vertical plane:"]
[]
["8.3.15.2.1",null,null,"Up to 350mm wide to reservoir coulmn base","m",{"v":16,"d":" 16.00"}]
[]
["8.3.15.2.2",null,null,"Up to 300mm wide for access manholes","m",{"v":20,"d":" 20.00"}]
[]
["8.3.15.3",null,null,"Smooth vertical curved:"]
[]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD25"]
["BROUGHT FORWARD"]
[]
["8.3.15.3.1",null,null,"Up to 400mm wide to reservoir roof ring beam","m",{"v":235,"d":" 235.00"}]
[]
["8.3.16","8.2.6",null,"Box out holes of area up to 0,3 m² for depths:"]
[]
[" ",null,null,"Over and Up to"]
[]
["8.3.16.1","8.2.6(1)",null,"0.0m    -    0.5m","No.",{"v":10,"d":" 10.00"}]
[]
["8.3.17","PSG 8.4.7 & PSG 8.10",null,"Casting of pipes/specials through walls and slabs, including for formwork around pipes and fixing pipes to the designated lines and levels:"]
[]
["8.3.17.1",null,"LI","Pipes up to 300mm and up to 325mm thick walls","No.",{"v":15,"d":" 15.00"}]
[]
["8.3.17.2",null,"LI","Roof ventilators","No.",{"v":4,"d":" 4.00"}]
[]
["8.3.18",null,null,"Chamfers"]
[]
["8.3.18.1",null,"LI","30 x 30 to reservoir walls","m",{"v":150,"d":" 150.00"}]
[]
["8.3.18.2",null,"LI","30 x 30 to reservoir roof","m",{"v":150,"d":" 150.00"}]
[]
["8.3.18.3",null,"LI","30 x 30 to control chamber walls","m",{"v":30,"d":" 30.00"}]
[]
["8.3.18.4",null,"LI","30 x 30 to control chamber roof","m",{"v":30,"d":" 30.00"}]
[]
[null,"8.4.4",null,"UNFORMED SURFACE FINISHES"]
[]
["8.3.19","8.4.4(a)","LI","Wood floated finish:"]
[]
["8.3.19.1",null,"LI","Reservoir roof ring beam upstands","m²",{"v":60,"d":" 60.00"}]
[]
["8.3.19.2",null,"LI","Reservoir wall footing","m²",{"v":25,"d":" 25.00"}]
[]
["8.3.19.3",null,"LI","Under drain box roof","m²",{"v":4,"d":" 4.00"}]
[]
["8.3.19.4",null,"LI","Control chamber floor slab","m²",{"v":10,"d":" 10.00"}]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD26"]
["BROUGHT FORWARD"]
[]
["8.3.20","8.4.4(b)",null,"Steel floated finish:"]
[]
["8.3.20.1",null,"LI","Control chamber roof slab","m²",{"v":12,"d":" 12.00"}]
[]
["8.3.21","8.4.4(b)","LI","Steel floated finish to fall on reservoir roof","m²",{"v":380,"d":" 380.00"}]
[]
["8.3.22","8.4.4(c)",null,"Power floated finish:"]
[]
["8.3.22.1",null,"LI","Reservoir floor","m²",{"v":380,"d":" 380.00"}]
[]
["8.3.23",null,"LI","Special steel floated finish for sliding joint including dusting with neat cement and applying two coats of approved bituminous paint to:"]
[]
["8.3.23.1",null,"LI","Top of reservoir wall","m²",{"v":25,"d":" 25.00"}]
[]
["8.3.23.2",null,"LI","Upper surfaces of pipe block on which floor slab rests","m²",{"v":5,"d":" 5.00"}]
[]
["8.3.24",null,"LI","Supply and lay screed to floors including for preparation of concrete surfaces, levelling and finishing with steel trowel:"]
[]
["8.3.24.1",null,"LI","DN75 thick to control chamber","m²",{"v":10,"d":" 10.00"}]
[]
[" ","8.5 & PSG 5.5.17",null,"JOINTS"]
[]
["8.3.25",null,"LI","Supply, cut and lay 5-ply malthoid, cut accurately to edges, including for all cutting and waste for full overlap at the corners or similar approved to top of reservoir wall","m",{"v":72,"d":" 72.00"}]
[]
["8.3.26",null,"LI","Type A, between reservoir wall footing and reservoir floor slab. Rate to include for shuttering, waterstop, 12mm high density cross linked closed cell expanded polyethelene 25 x 25 deep rebate and manganese cured polysulphide sealant.","m",{"v":75,"d":" 75.00"}]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD27"]
["BROUGHT FORWARD"]
[]
["8.3.27",null,"LI","Type B, floor joint. Rate to include for shuttering, waterstop, 15 x 15 deep rebate and polysulphide sealant.","m",{"v":45,"d":" 45.00"}]
[]
["8.3.28",null,"LI","Type C, interface between reservoir wall footing and control chamber. Rate to include for shuttering, 20 thick high density cross linked closed cell expanded polythelene rake out top 20 deep, prime twice and apply manganese cured polysulphide sealant or similar approved.","m",{"v":10,"d":" 10.00"}]
[]
[" ",null,null,"GROUTING"]
[]
["8.3.29","PSG 8.9 & PSG 5.5.13","LI","Grouting of pipes/specials through walls and slabs, including for fixing pipes to the designated lines and levels:"]
[]
["8.3.29.1",null,"LI","Pipes up to 300mm and up to 325mm thick walls","No.",{"v":6,"d":" 6.00"}]
[]
["8.3.29.2",null,"LI","Grouting in 230mm x 150mm air brick in concrete","No.",{"v":8,"d":" 8.00"}]
[]
[" ",null,null,"TESTING FOR WATERTIGHTNESS"]
[]
["8.3.30","PSG 8.11","LI","Cleaning, disinfecting and sterilising reservoir and pipework before watertightness test","Sum",{"v":1,"d":" 1.00"}]
[]
["8.3.31","PSG 8.12",null,"Water-tightness testing reservoir","Sum",{"v":1,"d":" 1.00"}]
[]
[" ",8.6,null,"PRECAST CONCRETE"]
[]
["8.3.32",null,null,"Supply and install 1,5 m x 1,5 m x 0,1 m precast concrete slab (Grade 20MPa / DN15) with galvanised handgrips to access manholes. Galvanised manhole and frame measured seperately.","No.",{"v":5,"d":" 5.00"}]
[]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD28"]
["BROUGHT FORWARD"]
[]
["8.3.33",null,null,"Supply and install 1,5m x 1,1m x 0,15m precast concrete slab (Grade 20MPa / DN15) to underdrain box as detailed","No.",{"v":1,"d":" 1.00"}]
[]
["8.3.34",null,null,"Supply and install DN300 diameter half round precast concrete channels to reservoir roof drains","m",{"v":50,"d":" 50.00"}]
[]
["8.3.35",null,null,"Supply and install concrete encased vent pipe.","No.",{"v":4,"d":" 4.00"}]
{"$rows_empty":31}
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD29"]
["BROUGHT FORWARD"]
[]
["8.4","SANS 1200H",null,"SECTION 8.4 :\nSTRUCTURAL STEEL WORKS"]
[]
["8.4.1","PSH 8.3 & 8.3.3","LI","Supply, handle and install hot dipped galvanised ladders including all anchors, rivets, HD bolts, nuts and washer."]
[]
["8.4.1.1",null,"LI","Internal reservoir ladder including safety cage where required (304 S/S)","No.",{"v":1,"d":" 1.00"}]
[]
["8.4.1.2",null,"LI","External reservoir ladder including safety cage where required","No.",{"v":1,"d":" 1.00"}]
[]
["8.4.1.3",null,"LI","Control chamber ladder including safety cage where required","No.",{"v":1,"d":" 1.00"}]
[]
["8.4.2","PSHA 8.3 & 8.3.2",null,"Supply, handle and install hot dipped galvanised handrails including rails, stanchions, bends, end closures, accessories, anchors, rivets, HD bolts, nuts and washers:"]
[]
["8.4.2.1",null,"LI","Access hand hold stanchions suitably braced with knee and handrails.","No.",{"v":2,"d":" 2.00"}]
[]
["8.4.3","PSHA 8.3.7","LI","Manufacture, supply, handle and install grade 304 stainless steel pipe brackets and supports including all anchors, rivets, HD bolts, nuts and washers:"]
[]
["8.4.3.1","8.3.7(a)","LI","Pipe brackets for DN 200 overflow pipe.","No.",{"v":4,"d":" 4.00"}]
[]
["8.4.3.2","8.3.7(b)","LI","Pipe support for DN 300 inlet pipe. Rate to include for 3 No. rubber gaskets to surround pipe, 2 No. 16mm x 150mm long s/s bolts, with nuts and washers, including forming 50mm square x 50mm deep pockets and grouting in after fixing pipe clamp","No.",{"v":10,"d":" 10.00"}]
[]
[]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD30"]
["BROUGHT FORWARD"]
[]
["8.4.4",null,"LI","Manufacture, supply, handle and install grade 304 stainless steel overflow cowl including all HD bolts, nuts, washers and brackets.","No.",{"v":1,"d":" 1.00"}]
[]
["8.4.5",null,"LI","Supply, handle and install rectagrid.","No.",{"v":1,"d":" 1.00"}]
[]
["8.4.6",null,"LI","Supply, handle and install 45mm x 45mm x 5mm thick angle with 10mm diameter stainless steel anchors at 500mm centres to control chamber sump for rectagrid.","m",{"v":2,"d":" 2.00"}]
[]
["8.4.7",null,"LI","Supply, handle and install galvanised 610 x 610 manhole cover and frame.","No.",{"v":5,"d":" 5.00"}]
[]
["8.4.8",null,"LI","Supply, handle and install roof rain water outlet including all bolts, nuts, washers, ets."]
[]
["8.4.8.1",null,"LI","DN150 galvanised iron rainwater pipe assemblies up to DN2 long including DN150 x 45° shoes and galvanised iron pipe bracket at 1500mm centres ","Set",{"v":2,"d":" 2.00"}]
[]
["8.4.8.2",null,"LI","DN150 stainless steel pipe for rainwater outlets, not more than 500mm long, to suit rainwater pipe assemblies. End angle cut to suit on site.","No.",{"v":2,"d":" 2.00"}]
[]
["8.4.8.3",null,"LI","1260mm x 550mm x 1,8mm stainless steel mesh to rainwater outlet. Rate to include 4 No. DN10 stainless steel bolts and washers","No.",{"v":2,"d":" 2.00"}]
[]
["8.4.8.4",null,"LI","Aluminium rainwater trough to include bolts and washers","No.",{"v":2,"d":" 2.00"}]
{"$rows_empty":7}
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD31"]
["BROUGHT FORWARD"]
[]
["8.5","SANS 1200L",null,"SECTION 8.5 :\nMEDIUM PRESSURE PIPELINES"]
[]
[{"$nulls":3},"Note: Particular Specification PB: Pipelines Valves has reference.                               Particular Specification PC: HDPE Pipes and Fittings has reference.                               Particular Specification PD: Disinfection of Pipelines and Fittings has reference."]
[]
["8.5.1",null,null,"PVC PIPES AND FITTINGS"]
[]
[null,"PSL 8.2.1",null,"Supply, handle, lay, bed, joint, test and disinfect PVC pipes with Z-Lok joints:"]
[]
["8.5.1.1",null,"LI","DN50, Class 9 uPVC pipes (SANS 966-1) to underdrain box","m",{"v":2,"d":" 2.00"}]
[]
["8.5.1.2",null,"LI","DN160, Class 9 uPVC pipes (SANS 966-1) from underdrain box to control chamber","m",{"v":15,"d":" 15.00"}]
[]
["8.5.1.3",null,"LI","DN160, slotted uPVC pipes (SANS 966-1) to peripheral drain","m",{"v":80,"d":" 80.00"}]
[]
["8.5.1.4","PSL 8.2.1 & 8.2.1",null,"Supply, handle, lay, joint, test and disinfect PVC pressure bends with Z-Lok joints one end:"]
[]
["8.5.1.4.1",null,"LI","DN160 x 45º","No.",{"v":2,"d":" 2.00"}]
{"$rows_empty":12}
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD32"]
["BROUGHT FORWARD"]
[]
["8.5.2",null,null,"STEEL PIPES AND FITTINGS"]
[]
[{"$nulls":3},"NOTE:  In accordance with SANS 62: Part 1, 3,3 mm thick steel pipes up to and including DN150 and 4,5mm thick Grade B steel plate for manufacture of DN200 and larger. Pipes up to and including DN150 hot dipped galvanised. Pipes DN200 and larger coated and lined with an approved epoxy system with a dry film thickness of at least 350 microns. All flanges to SANS 1123, Table 1600 unless otherwise specified."]
[]
[null,"PSL 8.2.1 & 8.2.1",null,"Supply, handle, lay, joint, test and disinfect steel pipes and fittings including all nuts, bolts, gaskets and jointing material:"]
[]
["8.5.2.1",null,null,"Pipes"]
[]
["8.5.2.1.1",null,"LI","DN80 x 479mm long fl/pe pipe","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.2.1.2",null,"LI","DN300 x 610mm long d/fl pipe","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.2.1.3",null,"LI","DN200 x 1069mm long d/fl pipe","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.2.1.4",null,"LI","DN300 x 1234mm long fl/pe pipe","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.2.2",null,null,"Puddle pipes"]
[]
["8.5.2.2.1",null,"LI","DN200 of puddle pipe, 650mm long with central puddle collar","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.2.2.2",null,"LI","DN300 d/fl puddle pipe, 650mm long with central puddle collar","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.2.3",null,null,"Reducers"]
[]
["8.5.2.3.1",null,"LI","DN200 x DN80 d/fl reducer, 250mm c/f","No.",{"v":2,"d":" 2.00"}]
[]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD33"]
["BROUGHT FORWARD"]
[]
["8.5.2.4",null,null,"Bends"]
[]
["8.5.2.4.1",null,"LI","DN150 diameter x 45 degrees fl/pe bend, DN135 c/f, 2 segments","No.",{"v":2,"d":" 2.00"}]
[]
["8.5.2.4.2",null,"LI","DN150 x 90 degrees d/fl bend, 230mm c/f, 3 segments","No.",{"v":2,"d":" 2.00"}]
[]
["8.5.2.5",null,null,"Tees"]
[]
["8.5.2.5.1",null,"LI","DN300 x DN80 tee barrel d/fl 610 long, branch fl 280 c/f","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.2.5.2",null,"LI","DN300 x 150 tee DN300 barrel d/fl 610 long DN150 branch FL 300 c/f","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.2.5.3",null,"LI","DN200 x 150 tee DN 200 barrel d/fl 460 long branch fl 230 c/f","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.2.6",null,null,"Adaptor joints"]
[]
["8.5.2.6.1",null,"LI","DN80 VJ adaptor joint or similar approved to suit 88.9mm OD","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.2.6.2",null,"LI","DN300 VJ adaptor joint or similar approved to suit 323,90mm OD","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.3","PSL 8.2.1",null,"STAINLESS STEEL PIPES AND FITTINGS"]
[]
[null,"8.2.1",null,"Supply, handle, lay, joint, test and disinfect stainless steel pipes and fittings including all nuts, bolts, gaskets and jointing material:"]
[]
["8.5.3.1",null,null,"Pipes"]
[]
["8.5.3.1.1",null,"LI","DN200 x 1998mm long d/fl ipe","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.3.1.2",null,"LI","DN200 x 450mm long d/fl pipe","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.3.1.3",null,"LI","DN200 x 6000mm long d/fl pipe","No.",{"v":3,"d":" 3.00"}]
[]
["8.5.3.1.4",null,"LI","DN200 x 1970mm long d/fl pipe","No.",{"v":1,"d":" 1.00"}]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD34"]
["BROUGHT FORWARD"]
[]
["8.5.3.1.5",null,"LI","DN300 x 3266mm long d/fl pipe","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.3.1.6",null,"LI","DN300 x 2000mm long d/fl pipe","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.3.1.7",null,"LI","DN300 x 1470mm long d/fl pipe","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.3.1.8",null,"LI","DN300 x 555mm long d/fl pipe","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.3.2",null,null,"Bends"]
[]
["8.5.3.2.1",null,"LI","DN200 diameter x 90 degrees fl/pe bend, 230 c/f, 4 segments","No.",{"v":3,"d":" 3.00"}]
[]
["8.5.3.2.2",null,"LI","DN300 diameter x 90 degrees fl bend, 350 c/f, 4 segments","No.",{"v":2,"d":" 2.00"}]
[]
["8.5.3.3",null,null,"Bellmouths"]
[]
["8.5.3.3.1",null,"LI","DN300 bellmouth, 460mm from face of fl to lip of bellmouth","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.3.3.2",null,"LI","DN300 bellmouth, 265mm from face of fl to lip of bellmouth","No.",{"v":1,"d":" 1.00"}]
[]
[null,"PSL 8.2.1",null,"Small bore pipework"]
[]
["8.5.4.1",null,"LI","DN12.5 S/S BSP Ball Valve female parallel thread","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.4.2",null,"LI","DN25 S/S BSP Ball Valve female parallel thread","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.4.3",null,"LI","DN12.5 S/S BSP barrel nipple parallel thread","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.4.4",null,"LI","DN25 S/S BSP barrel nipple parallel thread","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.4.5",null,"LI","DN25 x DN 12.5 S/S BSP reducing bush parallel thread","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.4.6",null,"LI","DN25 x DN25 S/S BSP teel female parallel thread","No.",{"v":1,"d":" 1.00"}]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD35"]
["BROUGHT FORWARD"]
[]
["8.5.4.7",null,"LI","DN25 S/S BSP pipe 3.8mm wall thickness parallel thread each end 450mm long","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.4.8",null,"LI","DN25 S/S BSP socket female parallel thread","No.",{"v":2,"d":" 2.00"}]
[]
["8.5.4.9",null,"LI","DN25 S/S BSP pipe 3.8mm wall thickness parallel thread each end 1600mm long","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.4.10",null,"LI","DN25 S/S BSP 90° elbow female parallel thread","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.4.11",null,"LI","DN25 S/S BSP pipe 3.8mm wall thickness parallel thread each end 670mm long","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.4.12",null,"LI","DN25 S/S BSP pipe 3.8mm wall thickness parallel thread each end 500mm long","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.5","PSL 3.10 & 8.2.3",null,"GATE VALVES"]
[]
[{"$nulls":3},"Supply, handle, install and test SANS approved waterworks pattern, flanged RSV gate valves (SANS 1123, Table 1600 unless otherwise specified):"]
[]
["8.5.5.1",null,"LI","DN80 with handwheel","No.",{"v":3,"d":" 3.00"}]
[]
["8.5.5.2",null,"LI","DN150 with handwheel","No.",{"v":2,"d":" 2.00"}]
[]
["8.5.5.3",null,"LI","DN300 with handwheel","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.6",null,null,"AIR VALVES"]
[]
[null,"PSL 3.10 & 8.2.3","LI","Supply, handle, install and test air valves"]
[]
["8.5.6.1",null,"LI","DN80 Variant 080 LW 16/315 or similar approved","No.",{"v":1,"d":" 1.00"}]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD36"]
["BROUGHT FORWARD"]
[]
["8.5.7","PSL 3.10 & 8.2.3",null,"ALTITUDE CONTROL VALVE"]
[]
["8.5.7.1",null,"LI","Supply, install and commission DN80 Bermad one way altitude control valve with flow control set to 9.9 l/s (WW-3\"-720-66-M6-Y-C-16-EB-PB-U) or similar approved","No.",{"v":1,"d":" 1.00"}]
[]
["8.5.8","PSL 3.10 & 8.2.3",null,"STRAINER"]
[]
["8.5.8.1",null,"LI","DN80 Meineke Cosmos Strainer or similar approved","No.",{"v":1,"d":" 1.00"}]
{"$rows_empty":29}
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD37"]
["BROUGHT FORWARD"]
[]
["9.6","SANS 1200LB",null,"SECTION 9.6 :\nBEDDING"]
[]
[null,"PSLB 8.2.1(1)",null,"Provision of bedding from trench excavation"]
[]
["9.6.1",null,null,"Without the need for screening:"]
[]
["9.6.1.1","PSLB 8.2.1(1)(a)","LI","Selected granular material","m³",{"v":40,"d":" 40.00"}]
[]
["9.6.1.2","PSLB 8.2.1(1)(b)","LI","Selected fill material","m³",{"v":50,"d":" 50.00"}]
[]
["9.6.2","PSLB 8.2.1(1)","LI","Including for screening"]
[]
["9.6.2.1","PSLB 8.2.1(2)(a)","LI","Selected granular material","m³",{"v":40,"d":" 40.00"}]
[]
["9.6.2.2","PSLB 8.2.1(2)(b)","LI","Selected fill material","m³",{"v":50,"d":" 50.00"}]
{"$rows_empty":21}
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD38"]
["BROUGHT FORWARD"]
[]
["9.7",null,null,"SECTION 9.7 :\nSUNDRIES"]
[]
[{"$nulls":3},"STONE COVERING AND DRAINS"]
[]
["9.7.1",null,"LI","Supply and place washed, crushed igneous rock to required lines and level:"]
[]
["9.7.1.1",null,"LI","40mm stone on reservoir roof","m³",{"v":30,"d":" 30.00"}]
[]
["9.7.1.2",null,"LI","25mm stone in peripheral drain","m³",{"v":18,"d":" 18.00"}]
[]
["9.7.2",null,"LI","Supply and install Geotextile A4/U24 - 210g/m2, non-woven, Bidim or similar approved to reservoir peripheral drain","m²",{"v":200,"d":" 200.00"}]
[]
[{"$nulls":3},"PAINTING"]
[]
["9.7.3",null,"LI","Priming with alkali resistant primer and painting interior concrete walls of reservoir control chamber with 3 coats of approved PVA, latex type paint","m²",{"v":60,"d":" 60.00"}]
[]
[{"$nulls":3},"AIR BRICKS"]
[]
["9.7.4",null,"LI","Supply and build into control chamber walls set of four louvered air-bricks","Set",{"v":1,"d":" 1.00"}]
[]
[{"$nulls":3},"STORMWATER DRAININAGE"]
[]
["9.7.5",null,"LI","Supply all materials and construct complete precast concrete manhole of overall height not exceeding 1,5m as detailed","No.",{"v":2,"d":" 2.00"}]
[]
["9.7.6",null,"LI","Supply all materials and construct headwall.","No.",{"v":1,"d":" 1.00"}]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD39"]
["BROUGHT FORWARD"]
[]
["9.7.7","SANS 1200DB 8.3.2(a)","LI","Excavate in all materials for trenches, backfill and dispose of surplus unsuitable material, for DN 300 pipes up to 2.0 m deep. Rate to include for all temporary works including trimming, shoring and dewatering as required","m",{"v":450,"d":" 450.00"}]
[]
["9.7.8","SANS 1200L 8.2.1","LI","Supply, handle, lay, joint, test and disinfect DN300, Class 50D concrete pipes with ogee joints","m",{"v":450,"d":" 450.00"}]
[]
[{"$nulls":3},"LOCKS"]
[]
["9.7.9",null,"LI","Supply and install 50mm Discus 0370 padlock with 3 keys as supplied by Multi Locking","No.",{"v":5,"d":" 5.00"}]
{"$rows_empty":26}
[" TOTAL CARRIED FORWARD TO SUMMARY"]
[{"$nulls":7},"PD40"]

{"sheet":"9.RESERVOIR 2 ","index":8,"n_rows":805,"n_cols":8,"rows_kept":805,"merged":[[34,0,34,6],[36,0,36,6],[68,0,68,6],[70,0,70,6],[107,0,107,6],[109,0,109,6],[145,0,145,6],[147,0,147,6],[180,0,180,6],[181,0,181,6],[182,0,182,6],[205,0,205,6],[207,0,207,6],[237,0,237,6],[239,0,239,6],[272,0,272,6],[274,0,274,6],[313,0,313,6],[315,0,315,6],[348,0,348,6],[350,0,350,6],[376,0,376,6],[378,0,378,6],[403,0,403,6],[405,0,405,6],[431,0,431,6],[433,0,433,6],[464,0,464,6],[466,0,466,6],[494,0,494,6],[496,0,496,6],[525,0,525,6],[527,0,527,6],[560,0,560,6],[562,0,562,6],[600,0,600,6],[602,0,602,6],[636,0,636,6],[638,0,638,6],[669,0,669,6],[671,0,671,6],[701,0,701,6],[703,0,703,6],[730,0,730,6],[732,0,732,6],[764,0,764,6],[766,0,766,6],[803,0,803,6]],"flags":["formulas_cached_only"]}
["ITEM\nNO","PAYMENT","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[9,null,null,"SECTION 9: RESERVOIR 2, CHAMBERS AND PIPEWORK"]
[]
["9.1","SABS 1200C",null,"SECTION 9.1: SITE CLEARANCE"]
[]
[null,"8.2.1",null,"Clear and Grub"]
[]
["9.1.1",null,null,"For bulk earthworks","m²",{"v":2000,"d":"2,000.00"}]
[]
["9.2","SABS 1200D & PSD",null,"SECTION 9.2: EARTHWORKS"]
[]
["9.2.1","8.3.1",null,"Remove topsoil to nominal depth 150mm, stockpile and maintain","m²",{"v":2000,"d":"2,000.00"}]
[]
[null,"8.3.2",null,"Bulk Excavation"]
[]
["9.2.2",null,null,"Excavate in all materials and use for embankment or backfill or dispose, as ordered, for Reservoir base as detailed\n  ","m³",{"v":2400,"d":"2,400.00"}]
[]
["9.2.3",null,null,"Cut to fill compacted to 93% mod AASHTO for all terraces ","m³",{"v":460,"d":"460.00"}]
[]
[{"$nulls":3},"Extra-over for excavation in:"]
[]
["9.2.4",null,null,"a) Hard Rock","m³",{"v":2850,"d":"2,850.00"}]
[]
["9.3","SABS 1200G",null,"SECTION 9.3 CONCRETE (STRUCTURAL)"]
[]
[null,"8.2",null,"Form-work"]
[]
[null,"8.2.1",null,"Rough"]
[]
["9.3.1",null,null,"Rough vertical plane for mass concrete thrust blocks","m²",{"v":100,"d":"100.00"}]
[]
[null,"8.2.2",null,"Smooth"]
[]
["9.3.2",null,null,"Vertical plane to curved walls internally and externally","m²",{"v":1060,"d":"1,060.00"}]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD41"]
["BROUGHT FORWARD"]
[]
["9.3.3",null,null,"Horizontal plane to roof slab soffit","m²",{"v":830,"d":"830.00"}]
[]
["9.3.4",null,null,"Vertical plane to up-stand beam and roof slab around roof slab","m²",{"v":55,"d":"55.00"}]
[]
["9.3.5",null,null,"Vertical plane manhole up-stand beam internally and externally. (Void in Roof measured elsewhere)","m²",{"v":4.5,"d":"4.50"}]
[]
["9.3.6",null,null,"Inclined plane to form shear cone at column heads (350mm dia to 1050mm dia as per drawing complete including 50mm vertical section as detailed)","No.",{"v":21,"d":"21.00"}]
[]
["9.3.7",null,null,"Circular vertical plane to 350mm diameter columns","m²",{"v":100,"d":"100.00"}]
[]
["9.3.8",null,null,"Vertical plane 400mm high to column bases","m²",{"v":51,"d":"51.00"}]
[]
["9.3.9",null,null,"Vertical Plane 450mm high to outside face of wall foundation","m²",{"v":50,"d":"50.00"}]
[]
[null,"8.2.5",null,"Narrow widths"]
[]
["9.3.10",null,null,"150mm high kicker at wall joint","m",{"v":210,"d":"210.00"}]
[]
["9.3.11",null,null,"275mm high to inside of up-stand beam on roof slab","m",{"v":30,"d":"30.00"}]
[]
["9.3.12",null,null,"250mm high to inside of manhole void","m",{"v":4.5,"d":"4.50"}]
[]
["9.3.13",null,null,"250mm thick floor slab at joints (One side measured only)","m",{"v":130,"d":"130.00"}]
[]
["9.3.14",null,null,"250mm high to inside face of wall foundation","m",{"v":103,"d":"103.00"}]
[]
["9.3.15",null,null,"Form 20mm x 20mm fillets around all exposed edges","m",{"v":230,"d":"230.00"}]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD42"]
["BROUGHT FORWARD"]
[]
["9.3.16",null,null,"100mm high to apron slab joints (One side measured only)","m",{"v":14,"d":"14.00"}]
[]
["9.3.17",null,null,"150mm high to edge of apron slab down stand beam","m",{"v":120,"d":"120.00"}]
[]
["9.3.18","8.3",null,"Reinforcement"]
[]
["9.3.19","8.3.1",null,"Steel Bars"]
[]
[{"$nulls":3},"Mild Steel bars"]
[]
["9.3.20",null,null,"a) R8","kg",{"v":200,"d":"200.00"}]
[]
[{"$nulls":3},"High Tensile Steel bars"]
[]
["9.3.21",null,null,"b) Y10\n","kg",{"v":13550,"d":"13,550.00"}]
[]
["9.3.22",null,null,"c) Y12","kg",{"v":35800,"d":"35,800.00"}]
[]
["9.3.23",null,null,"d) Y16","kg",{"v":35700,"d":"35,700.00"}]
[]
["9.3.24",null,null,"e) Y20","kg",{"v":15000,"d":"15,000.00"}]
[]
["9.3.25",null,null,"f) Y25","kg",{"v":11000,"d":"11,000.00"}]
[]
[null,"8.4",null,"Concrete"]
[]
["9.3.26","8.4.1",null,"5MPa/19mm no-fines concrete around drains","m³",{"v":100,"d":"100.00"}]
[]
["9.3.27",null,null,"10MPa/19mm Blinding Layer under floor (30mm thick)","m³",{"v":29,"d":"29.00"}]
[]
["9.3.28","8.4.2",null,"15MPa/19mm mass concrete levelling layer under floor","m³",{"v":100,"d":"100.00"}]
[]
[null,"8.4.3",null,"Strength concrete"]
[]
["9.3.29","(LI)",null,"Grade 15 MPa/19 mm mass concrete to pipe surrounds at outlet, overflow and scour","m³",{"v":34,"d":"34.00"}]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD43"]
["BROUGHT FORWARD"]
[]
[null,"(LI)",null,"Grade 35 MPa/19mm in reservoir:"]
[]
["9.3.30",null,null,"To floor slab","m³",{"v":200,"d":"200.00"}]
[]
["9.3.31",null,null,"To wall base (including 100mm kicker)","m³",{"v":70,"d":"70.00"}]
[]
["9.3.32",null,null,"To reservoir walls","m³",{"v":190,"d":"190.00"}]
[]
["9.3.33",null,null,"To column bases","m³",{"v":19,"d":"19.00"}]
[]
["9.3.34",null,null,"To internal columns and column heads (shear cones)","m³",{"v":16,"d":"16.00"}]
[]
["9.3.35",null,null,"To reservoir roof slab","m³",{"v":260,"d":"260.00"}]
[]
["9.3.36",null,null,"To up-stand beam around roof","m³",{"v":6.5,"d":"6.50"}]
[]
[null,"PSG 8.4.7",null,"Pipes and conduits embedded in concrete "]
[]
["9.3.37",null,null,"200mm Ø inlet pipe in reservoir wall (pipe measured elsewhere)","No",{"v":1,"d":"1.00"}]
[]
["9.3.38",null,null,"300mm Ø overflow pipe in reservoir floor (pipe measured elsewhere)","No",{"v":1,"d":"1.00"}]
[]
["9.3.39",null,null,"200mm Ø outlet pipe in reservoir floor (pipe measured elsewhere)","No",{"v":1,"d":"1.00"}]
[]
["9.3.40",null,null,"150mm Ø scour pipe in reservoir floor (pipe measured elsewhere)","No",{"v":1,"d":"1.00"}]
[]
["9.3.41",null,null,"150mm Ø air vent in reservoir roof (vent measured elsewhere)","No",{"v":16,"d":"16.00"}]
[]
["9.3.42",null,null,"125mm Ø uPVC PN16 pipe to form sleeves for scuppers in roof up-stand beam.","No",{"v":24,"d":"24.00"}]
[]
[null,"8.4.4",null,"Unformed surface finishes"]
[]
[{"$nulls":3},"Steel float finish"]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD44"]
["BROUGHT FORWARD"]
[]
["9.3.43",null,null,"To top of column bases (excl column area)","m²",{"v":46,"d":"46.00"}]
[]
["9.3.44",null,null,"To top of wall footings (measured in plan)","m²",{"v":120,"d":"120.00"}]
[]
["9.3.45",null,null,"To reservoir floor","m²",{"v":770,"d":"770.00"}]
[]
["9.3.46",null,null,"To reservoir roof","m²",{"v":860,"d":"860.00"}]
[]
["9.3.47",null,null,"To top of reservoir wall","m²",{"v":37,"d":"37.00"}]
[]
["9.3.48",null,null,"To top of roof up-stand","m²",{"v":24,"d":"24.00"}]
[]
[{"$nulls":3},"Wood float finish"]
[]
["9.3.49",null,null,"To top of apron slabs","m²",{"v":225,"d":" 225.00"}]
[]
[null,"8.5",null,"Joints"]
[]
["9.3.50",null,null,"Joints between floor panels with 250mm wide bandage complete including all work, labour, materials,  dowels, water bars, SS backing strip etc.","m",{"v":325,"d":"325.00"}]
[]
["9.3.51",null,null,"Construction joint in wall with 250mm wide bandage complete including all work, labour, materials,  water bars etc. ","m",{"v":430,"d":"430.00"}]
[]
["9.3.52",null,null,"Joint complete between top of wall and underside of roof slab","m",{"v":106,"d":"106.00"}]
[]
["9.3.53",null,null,"Isolation Joints between apron slab and reservoir external wall complete including all work, labour, materials etc.","m",{"v":106,"d":"106.00"}]
[]
[]
[]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD45"]
["BROUGHT FORWARD"]
[]
["9.4",null,null,"SECTION 9.4: MISCELLANEOUS"]
[]
["9.4.1",null,null,"Supply and place non-woven Geofabric (u44 or equivalent) over all no-fines prior to casting of floor and wall foundation concrete","m²",{"v":930,"d":"930.00"}]
[]
["9.4.2",null,null,"Supply and install underfloor drains complete including 110 mm diameter perforated drain  with all necessary fittings, Cross pieces, Tees, Elbows and couplers etc. (no fines concrete measured elsewhere) ","m",{"v":335,"d":"335.00"}]
[]
["9.4.3",null,null,"Supply and place 100 mm layer of 26mm crushed stone to roof","m³",{"v":86,"d":"86.00"}]
[]
["9.4.4",null,null,"110mm Ø uPVC PN16 pipe to form scuppers in roof up-stand beam.","No",{"v":24,"d":"24.00"}]
[]
["9.4.5",null,null,"Supply and Install 304 Stainless steel 300mm NB Overflow pipe support including all labour, materials, chemical anchors, neoprene rubber etc.\n","No",{"v":2,"d":"2.00"}]
[]
["9.4.6",null,null,"Supply and Install GMS 200mm NB inlet pipe support including all labour, materials, chemical anchors, neoprene rubber etc.\n","No",{"v":2,"d":"2.00"}]
[]
[{"$nulls":3},"Reservoir access and ventilation"]
[]
["9.4.7",null,null,"Supply and Install 304 Stainless steel 200mm NB inlet pipe support. including all labour, materials, chemical anchors, neoprene rubber etc.\n","No",{"v":2,"d":"2.00"}]
[]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD46"]
["BROUGHT FORWARD"]
[]
["9.4.8","PSG 8.9",null,"Testing for water-tightness (Payment for successful test only)","Sum",{"v":1,"d":"1.00"}]
[]
["9.4.9","PSG 8.10",null,"Cleansing and disinfection","Sum",{"v":1,"d":"1.00"}]
[]
["9.4.10",null,null,"Supply and install hot dipped galvanised access cover and frame complete.\n","No",{"v":1,"d":"1.00"}]
[]
["9.4.11",null,null,"Supply and install hot dipped galvanised  air vent to the reservoir roof .","No",{"v":16,"d":"16.00"}]
[]
["9.4.12",null,null,"Supply and Install 304 Stainless Steel internal ladder to reservoir complete.","No",{"v":1,"d":"1.00"}]
[]
["9.4.13",null,null,"Supply and Install GMS external ladder to reservoir complete.","No",{"v":1,"d":"1.00"}]
[]
["9.4.14",null,null,"GMS handrails to reservoir installed complete,"]
[]
["9.4.15",null,null,"a) supply and install Platform mounted stanchions complete including all fixings, labour etc.","No",{"v":90,"d":"90.00"}]
[]
["9.4.16",null,null,"b) supply and install hand and knee rails con curve complete including all fixings, labour etc.","m",{"v":210,"d":"210.00"}]
[]
["9.4.17",null,null,"c) supply and install closure bend to suit curve complete including all fixings, labour etc.","No",{"v":2,"d":"2.00"}]
{"$rows_empty":9}
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD47"]
["BROUGHT FORWARD"]
[]
["9.5",null,null,"INLET AND OUTLET CHAMBERS "]
[]
[null,"SABS 1200D",null,"EARTHWORKS"]
[]
[null,"8.3.3",null,"Restricted Excavation"]
[]
["9.5.1",null,null,"Excavation for chamber, backfill to 93% mod AASHTO and dispose of surplus material as ordered by the Engineer.","m³",{"v":70,"d":"70.00"}]
[]
["9.5.2","SABS 1200 DB 8.3.2",null,"Excavation in all materials for trenches, backfill, compact and dispose of surplus material for 110mm drainage pipe. Depth of trench from base of inlet chamber to base of outlet chamber. ","m",{"v":40,"d":"40.00"}]
[]
[{"$nulls":3},"Extra-over restricted excavation for excavation in:"]
[]
["9.5.3",null,null,"Hard rock","m³",{"v":70,"d":"70.00"}]
[]
[null,"SABS 1200 G",null,"CONCRETE (Structural) "]
[]
[null,"8.2",null,"Form work"]
[]
[null,"8.2.2",null,"Smooth"]
[]
["9.5.4",null,null,"Vertical plane to chamber walls internally and externally ","m²",{"v":110,"d":"110.00"}]
[]
["9.5.5",null,null,"Horizontal plane to roof slab soffit","m²",{"v":20,"d":"20.00"}]
[]
["9.5.6",null,null,"Vertical plane to pipe supports ","m²",{"v":2,"d":"2.00"}]
[]
[null,"8.2.5",null,"Narrow widths (Smooth)"]
[]
["9.5.7",null,null,"350mm high to chamber base and wall kicker","m",{"v":26,"d":"26.00"}]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD48"]
["BROUGHT FORWARD"]
[]
["9.5.8",null,null,"100mm high to inside of wall kicker","m",{"v":22,"d":"22.00"}]
[]
["9.5.9",null,null,"150mm high to roof slabs","m",{"v":56,"d":"56.00"}]
[]
["9.5.10",null,null,"Form 20mm x 20mm fillets around all exposed roof slab edges and pipe supports","m",{"v":30,"d":"30.00"}]
[]
[null,"8.3",null,"Reinforcement"]
[]
[null,"8.3.1",null,"Steel Bars"]
[]
["9.5.11",null,null,"Mild Steel bars","kg",{"v":280,"d":"280.00"}]
[]
["9.5.12",null,null,"High Tensile Steel bars","kg",{"v":3500,"d":"3,500.00"}]
[]
[null,"8.4",null,"Concrete"]
[]
["9.5.13","8.4.2",null,"50mm thick 15MPa/19mm blinding layer under floor","m²",{"v":20,"d":"20.00"}]
[]
[null,"8.4.3",null,"Strength concrete"]
[]
[null,"(LI)",null,"Grade 25 MPa/19mm:"]
[]
["9.5.14",null,null,"To floor slab","m³",{"v":5,"d":"5.00"}]
[]
["9.5.15",null,null,"To walls","m³",{"v":14.5,"d":"14.50"}]
[]
["9.5.16",null,null,"To roof slabs","m³",{"v":3,"d":"3.00"}]
[]
[{"$nulls":3},"Grade 15 MPa/19mm:"]
[]
["9.5.17",null,null,"To pipe supports","m³",{"v":1,"d":" 1.00"}]
[]
[null,"PSG 8.4.7",null,"Extra Over for Pipes and conduits embedded in concrete "]
[]
["9.5.18",null,null,"200mm Ø pipes in wall (pipe measured elsewhere)","No",{"v":4,"d":"4.00"}]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD49"]
["BROUGHT FORWARD"]
[]
["9.5.19",null,null,"110mm Ø pipes in wall (pipe measured elsewhere)","No",{"v":2,"d":"2.00"}]
[]
["9.5.20",null,null,"50mm Ø uPVC ducts for lifting holes rate to include for sealing as detailed on drawing","No",{"v":32,"d":"32.00"}]
[]
["9.5.21",null,null,"Supply and Install Air vent complete including all work, labour etc.","No",{"v":4,"d":"4.00"}]
[]
["9.5.22",null,null,"Supply and Install \"Maverick\" or similar approved polymer concrete manholes cover complete including cover, frame and locking system.","No",{"v":2,"d":"2.00"}]
[]
["9.5.23",null,null,"Supply and Install \"Maverick\" or similar approved polymer concrete cover (Type 3B) or equivalent complete including cover, frame and locking system.","No",{"v":2,"d":"2.00"}]
[]
[{"$nulls":3},"Screed"]
[]
["9.5.24",null,null,"Granolithic screed to top of floor slab Min 20mm thick","m²",{"v":14,"d":" 14.00"}]
[]
[null,"8.4.4",null,"Unformed surface finishes"]
[]
[{"$nulls":3},"Steel float finish"]
[]
["9.5.25",null,null,"To top of walls and pipe supports","m²",{"v":6.5,"d":"6.50"}]
[]
["9.5.26",null,null,"To top of floor screed to falls","m²",{"v":14,"d":"14.00"}]
[]
[{"$nulls":3},"Wood float finish"]
[]
["9.5.27",null,null,"To top of floor slab","m²",{"v":14,"d":" 14.00"}]
[]
["9.5.28",null,null,"To top of roof slabs","m²",{"v":20,"d":" 20.00"}]
[]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD50"]
["BROUGHT FORWARD"]
[]
[{"$nulls":3},"MISCELLANEOUS"]
[]
["9.5.29",null,null,"Supply and Install Injection moulded copolymer polypropylene with encapsulated 12mm steel bar step irons with 50mm insert","No",{"v":16,"d":"16.00"}]
[]
["9.5.30","SABS 1200 LB 8.2.1",null,"Supply, lay and bed 110mm Unperforated HDPe drain pipes \"Drainex\" or similar approved.complete with sealing rings and couplings.","m",{"v":25,"d":"25.00"}]
[]
[{"$nulls":3},"PIPE WORK  complete including all labour, materials, bolts, nuts, double washers, gaskets etc.PN16"]
[]
["9.5.31",null,null,"Item 1: 200mm NB Puddle pipe, flanged both sides","No",{"v":1,"d":"1.00"}]
[]
["9.5.32",null,null,"Item 2: 200mm NB \"Bermad\" float control valve complete with 4-way Bi-level float model \"WW-8-750-66-Y-C-16-EB-PB-BVTDN\" or similar approved. Rate to include for mounting of float in reservoir complete including all required tubing and fittings.","No",{"v":1,"d":"1.00"}]
[]
["9.5.33",null,null,"Item 3: 200mm NB Flanged spool pipe","No",{"v":1,"d":"1.00"}]
[]
["9.5.34",null,null,"Item 4: 200mm NB Turbine water meter, Meinecker WPD or similar approved.","No",{"v":1,"d":"1.00"}]
[]
["9.5.35",null,null,"Item 5: 200mm NB Flanged spool pipe","No",{"v":1,"d":"1.00"}]
[]
["9.5.36",null,null,"Item 6: 200mm NB Dismantling joint","No",{"v":1,"d":"1.00"}]
[]
["9.5.37",null,null,"Item 7: 200mm NB In-line dirt trap. Complete.","No",{"v":1,"d":"1.00"}]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD51"]
["BROUGHT FORWARD"]
[]
["9.5.38",null,null,"Item 8: 25mm Threaded SABS approved ball valve (CI Body, SS Ball and reinforced teflon seat)","No",{"v":1,"d":"1.00"}]
[]
["9.5.39",null,null,"Item 9: 200mm NB Resilient Seal Valve to SABS 664","No",{"v":1,"d":"1.00"}]
[]
["9.5.40",null,null,"Item 10: 200mm NB Equal tee, all ends flanged","No",{"v":1,"d":"1.00"}]
[]
["9.5.41",null,null,"Item 11: 200mm NB Blank flange with 80mm ø hole drilled in the centre with 150mm long flanged stub pipe welded over hole.","No",{"v":1,"d":"1.00"}]
[]
["9.5.42",null,null,"Item 12: 80mm NB Flanged butterfly valve face to face to ISO 5752-13","No",{"v":1,"d":"1.00"}]
[]
["9.5.43",null,null,"Item 13: 80mm NB \"ARI (D-060-HFNS), or Variant (080LW16)\" flanged air valve or similar approved.","No",{"v":1,"d":"1.00"}]
[]
["9.5.44",null,null,"Item 14: 200mm NB Flanged puddle pipe","No",{"v":1,"d":"1.00"}]
[]
["9.5.45",null,null,"Chamber name, number and Pressure class painted in 150mm high stencilled lettering to side of chamber roof slabs. complete including stencils, labour, black paint etc. \ne.g. \" RES INLET CHAMBER (PN16)\"","No",{"v":2,"d":"2.00"}]
[]
[{"$nulls":3},"PIPE WORK  complete including all labour, materials, bolts, nuts, double washers, gaskets etc. .PN16"]
[]
["9.5.46",null,null,"Item 1: 200mm NB Flanged puddle pipe","No",{"v":2,"d":"2.00"}]
[]
["9.5.47",null,null,"Item 2: 200mm NB Resilient Seal Valve to SABS 664","No",{"v":1,"d":"1.00"}]
[]
["9.5.48",null,null,"Item 3: 200mm NB In-line dirt trap, complete.","No",{"v":1,"d":"1.00"}]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD52"]
["BROUGHT FORWARD"]
[]
["9.5.49",null,null,"Item 3: 200mm NB In-line dirt trap, complete. ","No",{"v":1,"d":"1.00"}]
[]
["9.5.50",null,null,"Item 4: 200mm NB Treaded SABS approved ball valve (CI Body, SS Ball and reinforced teflon seat).","No",{"v":1,"d":"1.00"}]
[]
["9.5.51",null,null,"Item 5: 200mm NB Equal tee all  end flanged ","No",{"v":1,"d":"1.00"}]
[]
["9.5.52",null,null,"Item 6: 200mm NB Blank flange with 80mm ø hole drilled in the centre with 150mm long flanged stub pipe welded over hole.","No",{"v":1,"d":"1.00"}]
[]
["9.5.53",null,null,"Item 7: 80mm NB Flanged butterfly valve, face to face to ISO 5752-13","No",{"v":1,"d":"1.00"}]
[]
["9.5.54",null,null,"Item 8: 80mm NB \"ARI (D-060-HFNS), or Variant (080LW16)\" flanged air valve or similar approved.","No",{"v":1,"d":"1.00"}]
[]
["9.5.55",null,null,"Item 9: 200mm NB Dismantling joint","No",{"v":1,"d":"1.00"}]
[]
["9.5.56",null,null,"Item 10: 200mm NB Flanged spool pipe","No",{"v":1,"d":"1.00"}]
[]
["9.5.57",null,null,"Item 11: 200mm NB Turbine water meter, Meinecker WPD or similar approved.","No",{"v":1,"d":"1.00"}]
[]
["9.5.58",null,null,"Chamber name, number and Pressure class painted in 150mm high stencilled lettering to side of chamber roof slabs. complete including stencils, labour, black paint etc. \ne.g. \" RES OUTLET CHAMBER (PN16)\"","Sum",{"v":2,"d":"2.00"}]
[]
[{"$nulls":3},"SPECIAL WRAPPING OF PIPES"]
[]
[null,"PSL 8.2.15 a)",null,"a) Corrosion protection of flanges and flexible adaptor/Anchoring joints in chambers"]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD53"]
["BROUGHT FORWARD"]
[]
["9.5.59",null,null,"i) 80mm Flanged Butterfly Valve F/F to ISO 5752-13","No",{"v":2,"d":"2.00"}]
[]
["9.5.60",null,null,"ii) 200mm NB RSV to SABS 664","No",{"v":2,"d":"2.00"}]
[]
["9.5.61",null,null,"iii) 200mm NB Dismantling joint Nominal F/F 300mm","No",{"v":2,"d":"2.00"}]
[]
["9.5.62",null,null,"iv) 200mm NB Turbine water meter, Meinecker WPD or similar approved.","No",{"v":2,"d":"2.00"}]
[]
["9.5.63",null,null,"v) 200mm NB \"Bermad\" Float control valve","No",{"v":1,"d":"1.00"}]
[]
["9.5.64",null,null,"i) 200mm NB flanged connection","No.",{"v":4,"d":"4.00"}]
[]
[null,"PSL 8.2.15 b)",null,"b) Corrosion Protection of Buried Valves, Flexible and Flanged Joints and pipes"]
[]
["9.5.65",null,null,"iv) 200mm NB flanged connection","No",{"v":1,"d":"1.00"}]
[]
[null,"PSL 8.2.15 c)",null,"c) Wrapping of Permanently Exposed and Cast-in Pipes and Fittings"]
[]
["9.5.66",null,null,"i) 200mm NB steel pipe with puddle flange through 250mm thick wall","m",{"v":2,"d":" 2.00"}]
[]
["9.5.67",null,null,"ii) wrapping of pipe where in contact with pipe supports","m²",{"v":1.5,"d":" 1.50"}]
[]
["9.6",null,null,"INLET AND OUTLET PIPEWORK PN16"]
[]
[null,"8.3.2 & PSDB 8.3.1",null,"Excavation in all materials , for trenches, backfill, compact and dispose of surplus material. Including topsoil striping and reinstatement 150mm thick layer by 8m wide."]
[]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD54"]
["BROUGHT FORWARD"]
[]
[null,"PSDB 3.1 b(i)",null,"For 150mm and 200mm NB pipelines \nOver and up To : Please Note Trench Stability Section 9.9 pg 13 of the geotechnical investigation \n(NO ADDITIONAL PAYMENT IN THIS REGARD WILL BE ENTERTAINED)"]
[]
["9.6.1",null,null,"i) 0.5m to 1.2m deep","m",{"v":2,"d":"2.00"}]
[]
["9.6.2",null,null,"ii) 1.2m to 2.5m deep","m",{"v":10,"d":"10.00"}]
[]
[{"$nulls":3},"Extra-Over Items 5.2.1 and 5.2.2, above for:"]
[]
["9.6.3","PSDB 3.1 b(ii)",null,"i) Hard excavation / Hard Rock","m³",{"v":10,"d":"10.00"}]
[]
["9.6.4","8.3.2 (c)",null,"ii) Excavate and dispose of unsuitable material from trench bottom","m³",{"v":2,"d":"2.00"}]
[]
[null,"PSLB",null,"BEDDING (PIPES)"]
[]
[{"$nulls":3},"Provision of FLEXIBLE Bedding"]
[]
["9.6.5","SABS 1200 LB 8.2.2.3 a)",null,"i) Imported selected granular material from commercial Sources","m³",{"v":12,"d":"12.00"}]
[]
["9.6.6","SABS 1200 LB 8.2.2.1 b)",null,"ii) Selected fill material free of any deleterious materials provided from other excavations on site. rate to include for sieving or other required processing.","m³",{"v":12,"d":"12.00"}]
[]
[{"$nulls":3},"PIPE WORK  complete including all labour, materials, bolts, nuts, double washers, gaskets etc. PN16"]
[]
["9.6.7",null,null,"Item CR1: 200mm NB Flanged S-Bend","No",{"v":1,"d":"1.00"}]
[]
["9.6.8",null,null,"Item CR2: 200mm NB Puddle pipe flanged both ends","No",{"v":1,"d":"1.00"}]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD55"]
["BROUGHT FORWARD"]
[]
["9.6.9",null,null,"Item CR3: 200mm NB Flanged S-bend with 80mm vacuum break and duck foot support to suit","No",{"v":1,"d":"1.00"}]
[]
["9.6.10",null,null,"Item CR4: 200mm NB Equal tee flanged one end with 200 x 150 eccentric reducer to branch and 200 x 100 eccentric reducer welded to end","No",{"v":1,"d":"1.00"}]
[]
["9.6.11",null,null,"Item CR5: 200mm NB 90° Bend with bellmouth, flanged one end.","No",{"v":1,"d":"1.00"}]
[]
["9.6.12",null,null,"Item CR6: 150mm NB 90° Bend with bellmouth and puddle flange, approximately 4182mm long with PN16 Flange one end.","No",{"v":1,"d":"1.00"}]
[]
["9.6.13",null,null,"Item CR7: 300mm NB 90° Bend flanged one end with puddle flanges and hinged end cap.","No",{"v":1,"d":"1.00"}]
[]
["9.6.14",null,null,"Item CR8: 300mm NB Spool pipe one end flanged the other with bellmouth","No",{"v":1,"d":"1.00"}]
[]
[{"$nulls":3},"SPECIAL WRAPPING OF PIPES"]
[]
[null,"PSL 8.2.15 b)",null,"a) Corrosion Protection of Buried Valves, Flexible and Flanged Joints and pipes"]
[]
["9.6.15",null,null,"i) 200mm NB flanged connection","No.",{"v":2,"d":"2.00"}]
[]
["9.6.16",null,null,"ii) 200mm NB Steel Pipe","m",{"v":8,"d":" 8.00"}]
[]
["9.6.17",null,null,"iii) 150mm NB Steel Pipe","m",{"v":1,"d":" 1.00"}]
[]
["9.6.18",null,null,"iv) 300mm NB Steel Pipe","m",{"v":1,"d":" 1.00"}]
[]
[null,"PSL 8.2.15 c)",null,"b) Wrapping of Permanently Exposed and Cast-in Pipes and Fittings"]
[]
["9.6.19",null,null,"i) 200mm NB steel pipe","m",{"v":4,"d":" 4.00"}]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD56"]
["BROUGHT FORWARD"]
[]
["9.6.20",null,null,"ii) 150mm NB steel pipe","m",{"v":4,"d":" 4.00"}]
[]
["9.6.21",null,null,"iii) 300mm NB steel pipe","m",{"v":4,"d":" 4.00"}]
[]
["9.6.22",null,null,"iii) wrapping of pipe where in contact with pipe supports","m²",{"v":1.5,"d":" 1.50"}]
[]
["9.6.23",null,null,"ii) 150mm NB steel pipe","m",{"v":4,"d":" 4.00"}]
[]
["9.6.24",null,null,"iii) 300mm NB steel pipe","m",{"v":4,"d":" 4.00"}]
[]
["9.6.25",null,null,"iii) wrapping of pipe where in contact with pipe supports","m²",{"v":1.5,"d":" 1.50"}]
[]
["9.7",null,null,"300mm OVERFLOW AND 150mm SCOUR CHAMBER AND PIPEWORK "]
[]
[null,"SABS 1200D",null,"EARTHWORKS"]
[]
[null,"8.3.3",null,"Restricted Excavation"]
[]
["9.7.1",null,null,"Excavation for chamber, backfill to 93% mod AASHTO and dispose of surplus material as ordered by the Engineer.","m³",{"v":40,"d":"40.00"}]
[]
[{"$nulls":3},"Extra-over restricted excavation for excavation in:"]
[]
["9.7.2",null,null,"Hard rock","m³",{"v":40,"d":"40.00"}]
[]
[null,"SABS 1200DB",null,"EARTHWORKS (PIPE TRENCHES)"]
[]
[null,"8.3.2",null,"Excavation in all materials for trenches, backfill, compact and dispose of surplus material."]
[]
[{"$nulls":3},"For 300mm NB pipelines \nOver and up To :"]
[]
["9.7.3",null,null,"i) 1.0m to 2.0m deep","m",{"v":5,"d":"5.00"}]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD57"]
["BROUGHT FORWARD"]
[]
[null,"SABS 1200 G",null,"CONCRETE (Structural) "]
[]
[null,"8.2",null,"Form work"]
[]
[null,"8.2.2",null,"Smooth"]
[]
["9.7.4",null,null,"Vertical plane to chamber walls internally and externally ","m²",{"v":65,"d":"65.00"}]
[]
["9.7.5",null,null,"Horizontal plane to roof slab soffit","m²",{"v":9,"d":"9.00"}]
[]
["9.7.6",null,null,"Vertical plane to pipe supports ","m²",{"v":2,"d":" 2.00"}]
[]
[null,"8.2.5",null,"Narrow widths (Smooth)"]
[]
["9.7.7",null,null,"400mm high to chamber base and wall kicker","m",{"v":12,"d":"12.00"}]
[]
["9.7.8",null,null,"100mm high to inside of wall kicker","m",{"v":10,"d":"10.00"}]
[]
["9.7.9",null,null,"150mm high to roof slabs","m",{"v":20,"d":"20.00"}]
[]
["9.7.10",null,null,"Form 20mm x 20mm fillets around all exposed roof slab edges and pipe supports","m",{"v":22,"d":"22.00"}]
[]
[null,"8.3",null,"Reinforcement"]
[]
[null,"8.3.1",null,"Steel Bars"]
[]
["9.7.11",null,null,"Mild Steel bars","kg",{"v":18,"d":"18.00"}]
[]
["9.7.12",null,null,"High Tensile Steel bars","kg",{"v":1560,"d":"1,560.00"}]
[]
[null,"8.4",null,"Concrete"]
[]
["9.7.13","8.4.2",null,"50mm thick 15MPa/19mm blinding layer under floor","m²",{"v":9,"d":"9.00"}]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD58"]
["BROUGHT FORWARD"]
[]
[null,"8.4.3",null,"Strength concrete"]
[]
[null,"(LI)",null,"Grade 25 MPa/19mm:"]
[]
["9.7.14",null,null,"To floor slab","m³",{"v":3,"d":"3.00"}]
[]
["9.7.15",null,null,"To walls","m³",{"v":8,"d":" 8.00"}]
[]
["9.7.16",null,null,"To roof slabs","m³",{"v":1.5,"d":" 1.50"}]
[]
[{"$nulls":3},"Grade 15 MPa/19mm:"]
[]
["9.7.17",null,null,"To pipe supports","m²",{"v":0.2,"d":" 0.20"}]
[]
[null,"PSG 8.4.7",null,"Extra Over for Pipes and conduits embedded in concrete "]
[]
["9.7.18",null,null,"300mm Ø pipes in wall (pipe measured elsewhere)","No",{"v":1,"d":"1.00"}]
[]
["9.7.19",null,null,"150mm Ø pipes in wall (pipe measured elsewhere)","No",{"v":1,"d":"1.00"}]
[]
["9.7.20",null,null,"50mm Ø uPVC ducts for lifting holes rate to include for sealing as detailed on drawing","No",{"v":8,"d":"8.00"}]
[]
["9.7.21",null,null,"Supply and Install Air vent complete including all work, labour etc.","No",{"v":2,"d":"2.00"}]
[]
["9.7.22",null,null,"Supply and Install \"Maverick\" or similar approved polymer concrete 3B Hydrant cover complete including all work, labour etc.","No",{"v":1,"d":"1.00"}]
[]
["9.7.23",null,null,"Supply and Install \"Maverick\" or similar approved polymer concrete manholes cover complete including cover, frame and locking system.","No",{"v":1,"d":"1.00"}]
[]
[]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD59"]
["BROUGHT FORWARD"]
[]
[{"$nulls":3},"Screed"]
[]
["9.7.24",null,null,"Granolithic screed to top of floor slab Min 20mm thick","m²",{"v":9,"d":" 9.00"}]
[]
[null,"8.4.4",null,"Unformed surface finishes"]
[]
[{"$nulls":3},"Steel float finish"]
[]
["9.7.25",null,null,"To top of walls and pipe supports","m²",{"v":3.5,"d":" 3.50"}]
[]
["9.7.26",null,null,"To top of floor screed to falls","m²",{"v":6.5,"d":"6.50"}]
[]
[{"$nulls":3},"Wood float finish"]
[]
["9.7.27",null,null,"To top of floor slab","m²",{"v":6.5,"d":" 6.50"}]
[]
["9.7.28",null,null,"To top of roof slabs","m²",{"v":12.25,"d":" 12.25"}]
[]
[{"$nulls":3},"MISCELLANEOUS"]
[]
["9.7.29",null,null,"Supply and Install Injection moulded copolymer polypropylene with encapsulated 12mm steel bar step irons with 50mm insert","No",{"v":8,"d":"8.00"}]
[]
[{"$nulls":3},"PIPE WORK complete including all labour, materials, bolts, nuts, double washers, gaskets etc. PN16"]
[]
["9.7.30",null,null,"Item 1: 150mm NB Wedge gate valve to SABS 664 short pattern (PN16)","No",{"v":1,"d":"1.00"}]
[]
["9.7.31",null,null,"Chamber name, number and Pressure class painted in 150mm high stencilled lettering to side of chamber roof slabs. complete including stencils, labour, black paint etc. \ne.g. \"Scour / Overflow PN10 & PN 16\"","Sum",{"v":2,"d":"2.00"}]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD60"]
["BROUGHT FORWARD"]
[]
[{"$nulls":3},"SPECIAL WRAPPING OF PIPES"]
[]
[null,"PSL 8.2.15 a)",null,"a) Corrosion protection of flanges and flexible adaptor/Anchoring joints in chambers"]
[]
["9.7.32",null,null,"i) 150mm NB Wedge gate valve (one flange only)","No.",{"v":1,"d":"1.00"}]
[]
[null,"PSL 8.2.15 b)",null,"b) Corrosion Protection of Buried Valves, Flexible and Flanged Joints and pipes"]
[]
["9.7.33",null,null,"i) 300mm NB steel pipe ","m",{"v":1.5,"d":"1.50"}]
[]
["9.7.34",null,null,"ii) 150mm NB steel pipe ","m",{"v":1.5,"d":"1.50"}]
[]
[null,"PSL 8.2.15 c)",null,"c) Wrapping of Permanently Exposed and Cast-in Pipes and Fittings"]
[]
["9.7.35",null,null,"i) 300mm NB steel pipe cast into concrete","m",{"v":4.5,"d":"4.50"}]
[]
["9.7.36",null,null,"ii) 150mm NB steel pipe cast into concrete","m",{"v":4.5,"d":"4.50"}]
[]
[null,"PSLB",null,"BEDDING (PIPES)"]
[]
[{"$nulls":3},"Provision of FLEXIBLE Bedding from Commercial Sources"]
[]
["9.7.37","SABS 1200 LB 8.2.2.3 a)",null,"i) Imported selected granular material from commercial Sources","m³",{"v":3,"d":"3.00"}]
[]
["9.7.38","SABS 1200 LB 8.2.2.1 b)",null,"ii) Selected fill material free of any deleterious materials provided from other excavations on site. rate to include for sieving or other required processing.","m³"]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD61"]
["BROUGHT FORWARD"]
[]
["9.8","SABS 1200 LE",null,"STORM-WATER AND DRAINAGE"]
[]
[null,"PSDB 3.1 b(i)",null,"For 450mm NB pipelines \nOver and up To : Please Note Trench Stability Section 9.9 pg 13 of the geotechnical investigation \n(NO ADDITIONAL PAYMENT IN THIS REGARD WILL BE ENTERTAINED)"]
[]
["9.8.1",null,null,"i) 0.5m to 1.2m deep","m",{"v":100,"d":"100.00"}]
[]
["9.8.2",null,null,"ii) 1.2m to 2.5m deep","m",{"v":50,"d":"50.00"}]
[]
[{"$nulls":3},"Extra-Over Items 9.8.1 to 9.8.2, above for:"]
[]
["9.8.3","PSDB 3.1 b(ii)",null,"i) Hard excavation / Hard Rock","m³",{"v":36,"d":"36.00"}]
[]
["9.8.4","8.3.2 (c)",null,"ii) Excavate and dispose of unsuitable material from trench bottom","m³",{"v":10,"d":"10.00"}]
[]
[{"$nulls":3},"Provision of CLASS C Bedding"]
[]
["9.8.5","SABS 1200 LB 8.2.2.3 a)",null,"i) Imported selected granular material from commercial Sources","m³",{"v":30,"d":"30.00"}]
[]
["9.8.6","SABS 1200 LB 8.2.2.1 b)",null,"ii) Selected fill material free of any deleterious materials provided from other excavations on site. rate to include for sieving or other required processing.","m³",{"v":30,"d":"30.00"}]
[]
[{"$nulls":3},"Supply, lay and bed on Class C bedding as per drawing LB1 of SABS 1200 concrete pipes of the following type and class:"]
[]
[]
[]
[]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD62"]
["BROUGHT FORWARD"]
[]
[]
["9.8.7","8.2.1",null,"i) 450mm spigot and socket 50D storm-water pipes","m",{"v":150,"d":"150.00"}]
[]
[{"$nulls":3},"Supply and install manholes, catch pits and headwalls "]
[]
["9.8.8",null,null,"Storm-water manhole to standard depth 2.0m","No",{"v":2,"d":"2.00"}]
[]
["9.8.9",null,null,"Extra-over or under Item 2.9.3 for variations in manhole depths in 200mm increments","m",{"v":3,"d":"3.00"}]
[]
["9.8.10",null,null,"Headwall to suit 600mm concrete storm-water pipe","No",{"v":1,"d":"1.00"}]
[]
["9.9",null,null,"FENCING AND GATES"]
[null,null," "]
["9.9.1","PA1.0 (LI)",null,"Clear and shape Fence Line","m",{"v":84,"d":"84.00"}]
[]
["9.9.2","PA1.0 (LI)",null,"Excavate holes for poles","m³",{"v":4,"d":"4.00"}]
[]
["9.9.3","PA1.0 (LI)",null,"Supply and erect diamond shaped razor mesh security fencing, incl. 4 strands straining wire","m",{"v":84,"d":"84.00"}]
[]
["9.9.4","PA1.0 (LI)",null,"Supply and install Razor Flat Wrap","m",{"v":84,"d":"84.00"}]
[]
["9.9.5","PA1.0 (LI)",null,"Supply and erect intermediate posts for security fencing incl. concrete","No.",{"v":11,"d":"11.00"}]
[]
["9.9.6","PA1.0 (LI)",null,"Supply and erect straining posts for security fencing, incl.x2 stays and concrete","No.",{"v":8,"d":"8.00"}]
[]
["9.9.7",null,null,"Supply and erect double leaf gate complete for security fencing","No.",{"v":2,"d":"2.00"}]
[]
["9.9.8",null,null,"Supply and erect pedestrian gate complete for security fencing","No.",{"v":2,"d":"2.00"}]
[]
["9.9.9","PA1.0 (LI)",null,"150 mm x 300 mm 20 MPa Concrete beam at base of fence","m",{"v":84,"d":"84.00"}]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD63"]
["BROUGHT FORWARD"]
[]
["9.10",null,null," ACCESS ROAD"]
[]
["9.10.1",null,null,"Roadbed preparation and compaction of material.  Compact to 93% mod AASHTO maximum density","m³",{"v":120,"d":"120.00"}]
[]
[{"$nulls":3},"Borrow to fill"]
[]
["9.10.2",null,null,"Selected layer of G4 material compacted to 93% Mod AASHTO to depth of 150 mm ","m³",{"v":250,"d":"250.00"}]
[]
[{"$nulls":3},"Cut to spoil from"]
[]
["9.10.3",null,null,"Intermediate excavation","m³",{"v":100,"d":"100.00"}]
[]
["9.10.4",null,null,"Removal of oversized material","m³",{"v":50,"d":"50.00"}]
[]
[{"$nulls":3},"Multicell Concrete Road - 3m wide"]
[]
["9.10.3",null,null,"200 x 200 x 100 mm multicell or similar concrete wearing course (25MPa concrete)","m³",{"v":120,"d":"120.00"}]
{"$rows_empty":18}
[" TOTAL CARRIED FORWARD TO SUMMARY"]
[{"$nulls":7},"PD64"]

{"sheet":"10.SUNDRIES","index":9,"n_rows":76,"n_cols":8,"rows_kept":76,"merged":[[38,0,38,6],[40,0,40,6],[74,0,74,6]],"flags":["formulas_cached_only"]}
["ITEM\nNO","PAYMENT","LIC","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[10,null,null,"SECTION 10:\nSUNDRIES"]
[]
["10.1",8.4,null,"CONCRETE"]
[]
["10.1.1","PSL 8.2.11","LI","Anchor/Thrust blocks, inclusive of formwork and additional excavation Class 25/19","m³",{"v":2,"d":" 2.00"}]
[]
["10.1.2","PSL 8.2.12","LI","Concrete Encasing at Stream Crossings, including formwork and additional excavation Class 25/19","m",{"v":10,"d":" 10.00"}]
[]
["10.1.3","PSL 8.2.18","LI","Concrete marker posts. Rates are to include for base concrete, installation & painting","No.",{"v":30,"d":" 30.00"}]
[]
["10.2",null,null,"CONNECT TO EXISTING PIPELINES"]
[]
["10.2.1",null,"LI","Connect existing DN250 raw water inlet","sum",{"v":1,"d":" 1.00"}]
[]
["10.3",null,null,"EXISTING PUMPING STATIONS"]
[]
["10.3.1",null,null,"Allow a Provisional Sum for Refurbishing of existing Pumping Station Facilities. The Works will mainly comprise of the following:","Prov. Sum",{"v":1,"d":" 1.00"},null,{"v":2200000,"d":"2,200,000.00"}]
[]
[{"$nulls":3},"ii) Replacing of the high lift Pumps"]
[]
["10.3.2",null,null,"Contractor's Commission on Item 10.3.1","%",{"v":2200000,"d":"2200 000.00"}]
[]
["10.4",null,null,"EXISTING WATER TREATMENT WORKS"]
[]
["10.4.1",null,null,"Alllow a Provisional Sum of the rehabilitation of existing sand filters Facilities. The Works will mainly comprise of the following:","Prov Sum",{"v":1,"d":" 1.00"},null,{"v":420000,"d":"420 000.00"}]
[]
[{"$nulls":3},"i)Replace sand from filters and dysfunctional valves, "]
[]
["10.4.2",null,null,"Contractor's Commission on Item 10.4.1","%",{"v":420000,"d":"420 000.00"}]
[]
["10.5",null,null,"STONE COVERING AND DRAINS"]
[]
["10.5.1",null,"LI","Supply and place washed, crushed igneous rock to required lines and level:"]
[]
["10.5.1.1",null,"LI","40mm stone on reservoir roof","m³",{"v":30,"d":" 30.00"}]
[]
["10.5.1.2",null,"LI","25mm stone in peripheral drain","m³",{"v":18,"d":" 18.00"}]
[" TOTAL CARRIED FORWARD"]
[{"$nulls":7},"PD65"]
["BROUGHT FORWARD"]
[]
["10.5.1.3",null,"LI","Supply and install Geotextile A4/U24 - 210g/m2, non-woven, Bidim or similar approved to reservoir peripheral drain","m²",{"v":200,"d":" 200.00"}]
[]
["10.6",null,null,"PAINTING"]
[]
["10.6.1",null,"LI","Priming with alkali resistant primer and painting interior concrete walls of reservoir control chamber with 3 coats of approved PVA, latex type paint","m²",{"v":60,"d":" 60.00"}]
[]
["10.7",null,null,"AIR BRICKS"]
[]
["10.7.1",null,"LI","Supply and build into control chamber walls set of four louvered air-bricks","No,",{"v":1,"d":" 1.00"}]
[]
["10.8",null,null,"STORMWATER DRAINAGE"]
[]
["10.8.1",null,"LI","Supply all materials and construct complete precast concrete manhole of overall height not exceeding 1,5m as detailed","No.",{"v":2,"d":" 2.00"}]
[]
["10.8.2",null,"LI","Supply all materials and construct headwall ","No.",{"v":1,"d":" 1.00"}]
[]
["10.8.3","SABS 1200DB 8.3.2(a)","LI","Excavate in all materials for trenches, backfill and dispose of surplus unsuitable material, for DN 300 pipes up to 2.0 m deep. Rate to include for all temporary works including trimming, shoring and dewatering as required","m",{"v":450,"d":" 450.00"}]
[]
["10.8.4","SABS 1200L 8.2.1","LI","Supply, handle, lay, joint, test and disinfect DN300, Class 50D concrete pipes with ogee joints","m",{"v":450,"d":" 450.00"}]
[]
["10.9",null,null,"LOCKS"]
[]
["10.9.1",null,"LI","Supply and install 50mm Discus 0370 padlock with 3 keys as supplied by Multi Locking","No.",{"v":10,"d":" 10.00"}]
{"$rows_empty":9}
[" TOTAL CARRIED FORWARD TO SUMMARY"]
[{"$nulls":7},"PD66"]

{"sheet":"Summary","index":10,"n_rows":61,"n_cols":3,"rows_kept":61,"merged":[[0,0,1,0],[0,1,1,1],[59,0,59,1]],"flags":["formulas_cached_only"]}
["SECTION","DESCRIPTION","AMOUNT"]
[null,null,"R-c"]
["1.","PRELIMINARY AND GENERAL"]
[]
["2.","SITE CLEARANCE"]
[]
["3.","EARTHWORKS"]
[]
["4.","EARTHWORKS (PIPE TRENCHES)"]
[]
["5.","CONCRETE (STRUCTURAL)"]
[]
["6.","MEDIUM PRESSURE PIPELINES"]
[]
["7.","BEDDING (PIPES)"]
[]
["8.","RESERVOIR 1"]
[]
["9.","RESERVOIR 2"]
[]
["10.","SUNDRIES"]
[]
[null,"SUBTOTAL"]
[]
[null,"CONTINGENCIES - 10%"]
[]
[null,"SUBTOTAL"]
[]
[null,"VALUE ADDED TAX - 15%"]
{"$rows_empty":30}
["SUMMARY OF BILL OF QUANTITIES"]
[null,null,"PD67"]