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{"sheet":"A","index":0,"n_rows":305,"n_cols":7,"rows_kept":305,"merged":[[0,0,0,6],[42,0,42,5],[43,0,43,5],[87,0,87,5],[130,0,130,5],[131,0,131,5],[173,0,173,5],[210,0,210,5],[262,0,262,5],[304,0,304,5]]}
["SCHEDULE A: PRELIMINARY AND GENERAL"]
["ITEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT     "]
[]
[null,"SANS 1200 A","PRELIMINARY AND GENERAL"]
[]
["A.1",8.3,"SCHEDULED FIXED - CHARGE AND VALUE-RELATED ITEMS "]
[]
["A.1.1","8.3.1","Contractual Requirements","Sum",{"v":1,"d":"1.0"}]
[]
[null,"8.3.2","Establishment of facilities on the site"]
[]
[null,"8.3.2.1","Facilities for Engineer",null," "]
[]
["A.1.2","PSA 8.3.2.1 a)","a) Furnished Office (Air-Conditioned) ","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.3","8.3.2.1","b) Telephone","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.4","PSA 8.3.2.1 c)","c) Nameboards (2 No.)","Sum",{"v":1,"d":"1.0"}]
[]
[null,"8.3.2.2","Facilities required by Contractor"]
[]
["A.1.5",null,"a) Offices & Storage Sheds","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.6",null,"c) Laboratories","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.7",null,"d) Living Accommodation","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.8",null,"e) Ablution & Latrine facilities","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.9",null,"f) Tools & Equipment","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.10",null,"g) Water Supplies, Electric Power & Communications","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.11",null,"h) Dealing with Water","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.12",null,"i) Access","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.13",null,"j) Plant","Sum",{"v":1,"d":"1.0"}]
[]
[]
[]
[]
["CARRIED FORWARD:"]
["BROUGHT FORWARD:"]
[]
["A.1.14","8.3.3 ","Other Fixed Charge Obligations (List below) "]
[]
["A.1.14.1",null,"…...............................................................................","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.14.2",null,"…...............................................................................","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.14.3",null,"…...............................................................................","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.15","8.3.4","Removal of site establishment","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.16","PS.9.7","Compliance with Environmental Management Programme (EMPr)","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.17","PS.10.5","Compliance with the OHS Act  (1993, as amended) and the Construction Regulations (2014) ","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.18","PS.14.3","Survey for & preparation of \"As-Built\" Drawings","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.19","PS.14.1","Setting out of works","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.20","PS.11","Site Security","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.21",null,"Provision of 3 No. copies keys required to open all manholes, gates and doors","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.22",null,"Identification of, and appointment of suitable CPG Contractors","Sum",{"v":1,"d":"1.0"}]
[]
["A.1.23","C1.2.3.8.4.a)","Contractor's cost for identification of, sourcing and appointment of a specialist Mechanical and Electrical Sub-Contractor","Sum",{"v":1,"d":"1.0"}]
{"$rows_empty":17}
["TOTAL SCHEDULE A.1 CARRIED FORWARD TO SUMMARY"]
[]
["A.2",8.4,"TIME-RELATED ITEMS"]
[]
["A.2.1","8.4.1","Contractual Requirements","Sum",{"v":1,"d":"1.0"}]
[]
[null,"8.4.2","Operation and Maintenance of Facilities on Site, for Duration of Construction, except where otherwise stated "]
[]
[null,"8.4.2.1","Facilities for Engineer"]
[]
["A.2.2","PSA 8.3.2.1 a)","a) Furnished Office (Air Conditioned) ","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.3","8.3.2.1","b) Telephone","Sum",{"v":1,"d":"1.0"}]
[]
[null,"8.4.2.2 ","Facilities required by Contractor"]
[]
["A.2.4",null,"a) Offices & Storage Sheds","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.5",null,"c) Laboratories","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.6",null,"d) Living Accommodation","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.7",null,"e) Ablution & Latrine facilities","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.8",null,"f) Tools & Equipment","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.9",null,"g) Water Supplies, Electric Power & Communications","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.10",null,"h) Dealing with Water","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.11",null,"i) Access","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.12",null,"j) Plant","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.13","8.4.3 ","Supervision for the Duration of Construction","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.14","8.4.4","Company & Head Office Overhead Costs for the Duration of the Contract","Sum",{"v":1,"d":"1.0"}]
[]
[]
[]
[]
[]
[]
["CARRIED FORWARD:"]
["BROUGHT FORWARD:"]
[]
["A.2.15","8.4.5","Other Time Related Obligations (List below) "]
[]
["A.2.15.1",null,"…......................................................................","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.15.2",null,"…......................................................................","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.15.3",null,"…......................................................................","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.16","PS.8.3","Compliance with the OHS Act  (1993, as amended) and the Construction Regulations (2014) ","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.17","PS.7.3","Compliance with Environmental Management Programme","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.18",null,"Supervision and training of CPG Contractors throughout the duration of construction","Sum",{"v":1,"d":"1.0"}]
[]
["A.2.19","C1.2.3.8.4.b)","Principal Contractor's supervision, facilitation, management and handling of Specialist Mechanical and Electrical Contractor for the duration of the Contract.","Sum",{"v":1,"d":"1.0"}]
{"$rows_empty":25}
["TOTAL SCHEDULE A.2 CARRIED FORWARD TO SUMMARY"]
[]
["A.3",8.5,"SUMS STATED PROVISIONALLY BY ENGINEER"]
[]
["A.3.1","C.1.2.3.1","Allowance for payment to Community Liaison Officer (CLO)","Prov. Sum",{"v":1,"d":"1.0"},{"$f":"7500*15","v":{"v":112500,"d":"112,500"}},{"$f":"ROUND(E178*F178,2)","v":{"v":112500,"d":"R 112,500.00"}}]
[]
["A.3.2",null,"Overheads and profit on item A.3.1","%",{"$f":"G178","v":{"v":112500,"d":"112,500.00"}}]
[]
["A.3.3","PS.9.8","Allowance for Payment to Environmental Control Officer (ECO)","Prov. Sum",{"v":1,"d":"1.0"},{"$f":"5000*15","v":{"v":75000,"d":"75,000"}},{"$f":"ROUND(E182*F182,2)","v":{"v":75000,"d":"R 75,000.00"}}]
[]
["A.3.4",null,"Overheads and profit on item A.3.3","%",{"$f":"G182","v":{"v":75000,"d":"75,000.00"}}]
[]
["A.3.5","PS.10.3","Allowance for additional site survey","Prov. Sum",{"v":1,"d":"1.0"},{"v":125000,"d":"125,000"},{"$f":"ROUND(E186*F186,2)","v":{"v":125000,"d":"R 125,000.00"}}]
[]
["A.3.6","PS.10.3","Overheads and profit on item A.3.5","%",{"$f":"G186","v":{"v":125000,"d":"125,000.00"}}]
[]
["A.3.7",null,"Allowance for the design, supply, installation and commissioning of mechanical and electrical infrastructure required for the WWTW Upgrade","PC Sum",{"v":1,"d":"1.0"},{"$f":"E192","v":{"v":17000000,"d":"17,000,000"}},{"$f":"ROUND(E190*F190,2)","v":{"v":17000000,"d":"R 17,000,000.00"}}]
[]
["A.3.8",null,"Overheads and profit on item A.3.7","%",{"v":17000000,"d":"17,000,000.00"}]
[]
["A.3.9",null,"Allowance for additional Testing performed by independent laboratory as required by Engineer","Prov. Sum",{"v":1,"d":"1.0"},{"v":50000,"d":"50,000"},{"$f":"ROUND(E194*F194,2)","v":{"v":50000,"d":"R 50,000.00"}}]
[]
["A.3.10",null,"Overheads and profit on item A.3.9","%",{"$f":"G194","v":{"v":50000,"d":"50,000.00"}}]
[]
["A.3.11",null,"Allowance for relocation of existing services","Prov. Sum",{"v":1,"d":"1.0"},{"v":250000,"d":"250,000"},{"$f":"ROUND(E198*F198,2)","v":{"v":250000,"d":"R 250,000.00"}}]
[]
["A.3.12",null,"Overheads and profit on item A.3.11","%",{"$f":"G198","v":{"v":250000,"d":"250,000.00"}}]
[]
["A.3.13",null,"Unforeseen ancillary Infrastructure","Prov. Sum",{"v":1,"d":"1.0"},{"v":450000,"d":"450,000"},{"$f":"ROUND(E202*F202,2)","v":{"v":450000,"d":"R 450,000.00"}}]
[]
["A.3.14",null,"Overheads and profit on item A.3.13","%",{"$f":"G202","v":{"v":450000,"d":"450,000.00"}}]
[]
["A.3.15",null,"Allowance for the inspection, structural repairs and/or waterproofing of the sludge digestor","Prov. Sum",{"v":1,"d":"1.0"},{"v":250000,"d":"250,000"},{"$f":"ROUND(E206*F206,2)","v":{"v":250000,"d":"R 250,000.00"}}]
[]
["A.3.16",null,"Overheads and profit on item A.3.15","%",{"$f":"G206","v":{"v":250000,"d":"250,000.00"}}]
[]
[]
["TOTAL SCHEDULE A.3 CARRIED FORWARD TO SUMMARY"]
[]
["A.4",null,"DAYWORKS"]
[]
["A.4.1.1",null,"TLB (50 kW Case 580 or similar)","Hr",{"v":20,"d":"20.0"}]
[]
["A.4.1.2",null,"Pedestrian vibrating roller (76)","Hr",{"v":20,"d":"20.0"}]
[]
["A.4.1.3",null,"Plate compactor","Hr",{"v":60,"d":"60.0"}]
[]
["A.4.1.4",null,"Compressor - 7m3/min","Hr",{"v":80,"d":"80.0"}]
[]
["A.4.1.5",null,"Bulldozer and Ripper (D6 or similar)","Hr",{"v":30,"d":"30.0"}]
[]
["A.4.1.6",null,"10m3 Capacity Tipper Truck","Hr",{"v":80,"d":"80.0"}]
[]
["A.4.1.7",null,"18m3 Capacity Water Tanker","Hr",{"v":40,"d":"40.0"}]
[]
["A.4.1.8",null,"Light Delivery Vehicle (1 Ton)","km",{"v":350,"d":"350.0"}]
[]
["A.4.1.9",null,"Flatbed Truck (capacity ± 5 Ton)","km",{"v":350,"d":"350.0"}]
[]
["A.4.1.10",null,"Welding Machine, 400 A","hr",{"v":20,"d":"20.0"}]
[]
["A.4.1.11",null,"7.5 kVA Portable Diesel Generator","hr",{"v":35,"d":"35.0"}]
[]
["A.4.1.12",null,"3 kW Submersible Pump & Hose","hr",{"v":20,"d":"20.0"}]
[]
["A.4.2",8.7,"Labour"]
[]
["A.4.2.1",null,"Artisan (Skilled Labourers)","Hr",{"v":60,"d":"60.0"}]
[]
["A.4.2.2",null,"Foremen","Hr",{"v":80,"d":"80.0"}]
[]
["A.4.2.3",null,"Unskilled Labourers","Hr",{"v":200,"d":"200.0"}]
[]
["A.4.2.4",null,"Operators and Drivers","Hr",{"v":100,"d":"100.0"}]
[]
["A.4.2.5",null,"Coded Welder","Hr",{"v":10,"d":"10.0"}]
{"$rows_empty":13}
["TOTAL SCHEDULE A.4 CARRIED FORWARD TO SUMMARY"]
[]
["A.5",8.8,"TEMPORARY WORKS",null," "]
[]
["A.5.1","PSA 8.8.1","Construct and maintain main access roads to works","Sum",{"v":1,"d":"1.0"}]
[]
["A.5.2","PSA 8.8.2 ","Accomodation of Traffic","Sum",{"v":1,"d":"1.0"}]
[]
["A.5.3","8.8.4.c)","Excavation by hand in soft material to expose underground services, backfill and compact in layers no greater than 300mm to 90% MOD AASHTO","m3",{"v":150,"d":"150.0"}]
{"$rows_empty":33}
["TOTAL SCHEDULE A.5 CARRIED FORWARD TO SUMMARY"]

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[null,"SCHEDULE A: PRELIMINARY AND GENERAL"]
["SUMMARY OF SECTIONS - SCHEDULE A"]
[]
["SECTION","DESCRIPTION",{"$nulls":3},"AMOUNT"]
[]
["A.1","SCHEDULED FIXED - CHARGE AND VALUE-RELATED ITEMS "]
[]
["A.2","TIME-RELATED ITEMS"]
[]
["A.3","SUMS STATED PROVISIONALLY BY THE ENGINEER"]
[]
["A.4","DAYWORKS"]
[]
["A.5","TEMPORARY WORKS"]
[]
["A","TOTAL SCHEDULE A CARRIED FORWARD TO SUMMARY PAGE\n(A.1 + A.2 + A.3 + A.4 + A.5)"]

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[null,null,"SCHEDULE B: NEW INLET WORKS (CIVIL/STRUCTURAL)"]
["ITEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["B.1",null,"CONSTRUCTION OF NEW INLET WORKS AND DEMOLITION OF EXISTING"]
[]
[null,null,"Refer to Drg D34843-00C-134-01"]
[]
["B.1.1","SANS 1200 C","SITE CLEARANCE"]
[]
["B.1.1.1","8.2.1","Clear and Grub Site for Inlet Works","m2",{"$f":"E12","v":57.5}]
[]
["B.1.1.2","PSC 8.2.10","Removal of topsoil to nominal depth of 150mm, stockpile, maintain, reinstate or spread on site in designated areas ","m2",{"$f":"(27.8)+(13.3)+(15)+(1.4)","v":57.5}]
[]
["B.1.1.3","PSC 8.2.11","Clear, lift, load and dispose of materials (including broken pipework, skips, brickwork, concrete, manholes etc.) in the erosion gulley at existing inlet works at approved dump site.","Sum",{"v":1,"d":"1.0"}]
[]
["B.1.1.4","PSC 8.2.14","Removal of precast concrete kerbing","m",{"v":70,"d":"70.0"}]
[]
["B.1.1.5","PSC 8.2.15","Removal of asphalt surfacing of nominal 50mm thickness from existing access road","m2",{"v":180,"d":"180.0"}]
[]
["B.1.1.6","PSC 8.2.16","Demolish, handle and dispose of existing inlet works after the commissioning of the new inlet works","Sum",{"v":1,"d":"1.0"}]
[]
["B.1.2","SANS 1200 D","EARTHWORKS"]
[]
["B.1.2.1","8.3.3","a) Restricted Excavation in all materials for inlet works foundations up to a maximum depth of 5.0 m below ground level, use for embankment, spread on site in designated areas or backfill in layers no greater than 300mm thickness to 90% MOD AASHTO","m3",{"$f":"(27.8*2)+(13.3*4.5)+(15*2)+(1.4*3)","v":{"v":149.64999999999998,"d":"149.7"}}]
[]
[null,null,"b) Extra-Over Item B.1.2.1 above for:"]
[]
["B.1.2.2",null,"1) Intermediate Excavation","m3",{"$f":"+ROUND(35%*E24,1)","v":52.4}]
[]
["B.1.2.3",null,"2) Hard Rock Excavation","m3",{"$f":"+ROUND(5%*E24,1)","v":7.5}]
[]
["B.1.2.4","PSD 8.3.7","Design, Supply and maintenance of Lateral Support for Deep Excavations for the duration of construction activities","Sum",{"v":1,"d":"1.0"}]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["B.1.3","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
[null,"8.2.1","Rough Formwork:"]
[]
["B.1.3.1",null,"Vertical to Inlet Works Base Slabs, Foundations and Mass Concrete","m2",{"$f":"+ROUND(14.5*105%,1)","v":15.2}]
[]
["B.1.3.2",null,"Sloping to Underside of Vortex Degritter (Sacrificial)","m2",{"$f":"3.6*2*1.5","v":10.8}]
[]
[null,"8.2.2","Smooth Formwork"]
[]
[null,null,"Vertical To:"]
[]
["B.1.3.3",null,"Inlet Works Walls","m2",{"$f":"ROUND(115.6*115%,1)","v":132.9}]
[]
["B.1.3.4",null,"Sides of Vortex Degritter Walkway","m2",{"$f":"+(4*0.25*2)+(1*0.25*4)","v":{"v":3,"d":"3.0"}}]
[]
["B.1.3.5",null,"Inlet Works Base Slab Steps","m2",{"$f":"+ROUND((0.15*1)+(0.15*1.6*3)+(0.15*0.61),1)","v":{"v":1,"d":"1.0"}}]
[]
[null,null,"Horizontal To:"]
[]
["B.1.3.6",null,"Underside of Degrittor Walkway","m2",{"$f":"1*2*2","v":{"v":4,"d":"4.0"}}]
[]
[null,null,"Sloping To:"]
[]
["B.1.3.7",null,"Vortex Degrittor Internal Walls","m2",{"$f":"(2.1*2)+(11.1*2)","v":26.4}]
[]
[null,"PSG 8.2.6","Box-Out Holes / Form Voids"]
[]
["B.1.3.8",null,"a) For DN300 S/S Inlet Puddle Pipe in 250mm thick RC Wall ","No.",{"v":2,"d":"2.0"}]
[]
["B.1.3.9",null,"b) 80 x 50mm Recesses for Hand-Stops  (Length Varies from 800mm to 1000mm)","No.",{"v":10,"d":"10.0"}]
[]
["B.1.3.10",null,"c) For DN350 S/S Inlet Puddle Pipe in 250mm thick RC Wall ","No.",{"v":1,"d":"1.0"}]
[]
["B.1.3.11",null,"d) 250 x 80 Recesses for Channel Sluice Gate (Length Varies from 950mm to 1350mm)","No.",{"v":6,"d":"6.0"}]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["B.1.3.12","PSG 8.2.8","Chamfers for Inlet Works Splitter Block as per Detail A on Drg D34843-00C-134-01","No.",{"v":4,"d":"4.0"}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["B.1.3.13","8.3.1","High Tensile Steel Bars","t",{"$f":"+ROUND(SUM(E102)*0.18,1)","v":7.6}]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
[null,"8.4.3","Strength Concrete"]
[]
["B.1.3.14",null,"Class 15/19 MPa Concrete Blinding Layer Beneath Foundations","m3",{"$f":"+ROUND(3.8*115%,1)","v":4.4}]
[]
["B.1.3.15",null,"Class 20/19 MPa mass concrete layer beneath foundations","m3",{"$f":"+ROUND(4.1*2*110%,1)","v":{"v":9,"d":"9.0"}}]
[]
["B.1.3.16",null,"Class 35/19 MPa reinforced concrete for bases, walls, vortex degrittors, walkways, splitter block etc.","m3",{"$f":"+ROUND(38.3*110%,1)","v":42.1}]
[]
[null,"8.4.4","Unformed Surface Finishes"]
[]
["B.1.3.17",null,"a) Wood-finish to top of walls and degritter walkways","m2",{"$f":"+ROUND(21.5+(2*2),1)","v":25.5}]
[]
["B.1.3.18",null,"b) Steel-floated finish to top of all base slabs","m2",36.5]
[]
[null,8.5,"Joints"]
[]
[null,null,"Base-to-wall Joints (Detail 5 on Drg D34843-00C-134-07):"]
[]
["B.1.3.19",null,"Supply & Install self-adhesive swellable waterstop (Kuniseal C31-DS by Xypex or similar approved) including for all surface preparation","m",{"$f":"+ROUND(82.3*105%,1)-E132","v":{"v":79.30000000000001,"d":"79.3"}}]
{"$rows_empty":10}
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,null,"Base Slab Interface Joint (Detail 7 on Drg D34843-00C-134-07):"]
[]
["B.1.3.20",null,"Apply Wet-to-dry epoxy (Epidermix 345 or similar approved) to surface of the joint","m",{"$f":"E132","v":7.1}]
[]
["B.1.3.21",null,"Supply & Install self-adhesive swellable waterstop (Kuniseal C31-DS by Xypex or similar approved)","m",{"$f":"+ROUND((1.25+1.55+1.55+1.55+0.86)*105%,1)","v":7.1}]
[]
[null,8.7,"Grouting of Sluice Gates with Sikagrout 212 by Sika or similar approved:"]
[]
["B.1.3.22",null,"For Channel Sluice Gates","No.",{"$f":"E78","v":{"v":6,"d":"6.0"}}]
[]
["B.1.3.23",null,"For Hand-stops","No.",{"$f":"E74","v":{"v":10,"d":"10.0"}}]
[]
["B.1.4","SANS 1200 L","MEDIUM PRESSURE PIPELINES"]
[]
[null,"8.2.5","Supply and Place Pipes, Valves and Specials (Short Pipe Runs)"]
[]
[null,null,"Note the following:"]
[]
[null,null,"(a) All stainless steel pipework to Gr 304 and to have minimum wall thickness of 6mm"]
[]
[null,null,"(b) All Flanges to be \"Raised Face\" to Table 1600/3 of SANS 1123"]
[]
[null,null,"(c) Nominal Pressure Rating = 16 bar"]
[]
[null,null,"(d) 3mm thick spiral wound ring gaskets (\"Maxiflex\" by Klinger or similar approved) to be used between all flanged connections"]
[]
["B.1.4.1",null,"Item 1 - DN350 Universal Flange Adaptor","No.",{"v":1,"d":"1.0"}]
[]
["B.1.4.2",null,"Item 2 - DN350 x 500mm Long Stainless Steel Gr 304 Puddle Pipe Flanged One End","No.",{"v":1,"d":"1.0"}]
[]
["B.1.4.3",null,"Item 3 - DN200 x 90 deg Medium Radius Stainless Steel Gr 304 Bend Flanged Both Ends (R = 405mm, C/F = 405mm)","No.",{"v":4,"d":"4.0"}]
[]
["B.1.4.4",null,"Item 4 - DN200 Buttwelded HDPe Stub with S/S Backing Flange","No.",{"v":1,"d":"1.0"}]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["B.1.4.5",null,"Item 5 - DN300 x 500mm Long Stainless Steel Gr 304 Puddle Pipe Flanged one end","No.",{"v":1,"d":"1.0"}]
[]
["B.1.4.6",null,"Item 6 - DN300 Flange Adaptor","No.",{"v":2,"d":"2.0"}]
[]
["B.1.4.7",null,"Item 7 - DN200 x 1800mm Long (nominal) Stainless Steel Gr 304 Pipe flanged both ends cut to suit site conditions","No.",{"v":1,"d":"1.0"}]
[]
["B.1.5","SANS 1200 LD","SEWERS"]
[]
["B.1.5.1","8.2.11","Connect into existing DN300 Asbetos Cement Outlet pipeline between existing inlet works and existing Primary Settling Tank, including for removal of Asbestos Pipe, end caps etc.","Sum",{"v":1,"d":"1.0"}]
{"$rows_empty":35}
["TOTAL SCHEDULE B.1 CARRIED FORWARD TO SUMMARY:"]
[]
["B.2",null,"NEW OVERFLOW METER CHAMBER"]
[]
[null,null,"Refer to Drg D34843-00C-134-09"]
[]
["B.2.1","SANS 1200C","SITE CLEARANCE"]
[]
["B.2.1.1","8.2.1","Clear and Grub Site for New Meter Chamber","m2",{"$f":"ROUND(1.75*1.75,1)","v":3.1}]
[]
["B.2.1.2","PSC 8.2.10","Remove 150mm thick (nominal) layer of topsoil, reinstate or spread on site in designated areas","m2",{"$f":"E218","v":3.1}]
[]
["B.2.2","SANS 1200 D","EARTHWORKS"]
[]
["B.2.2.1","8.3.3","a) Restricted Excavation in all materials for new overflow meter chamber for maxium depth of 3.0 m below ground level, use for embankment, spread on site in designated areas or backfill","m3",{"$f":"ROUND(1.75*1.75*3,1)","v":9.2}]
[]
["B.2.2.2","PSD 8.3.14","Profile, spread, rip, recompact & test in situ material to 93% MOD AASHTO in 150 mm thick layers","m3",{"$f":"ROUND(1.75*1.75*0.15,1)","v":0.5}]
[]
["B.2.2.3","PSD 8.3.7","Design, Supply, Provision and maintenance of Lateral Support for the duration of construction activities","Sum",{"v":1,"d":"1.0"}]
[]
["B.2.3","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["B.2.3.1","8.2.1","Rough Vertical Formwork for RC Base Slab","m2",{"$f":"+ROUND(1.75*0.3*4,1)","v":2.1}]
[]
[null,"8.2.2","Smooth Formwork:"]
[]
[null,null,"Vertical To:"]
[]
["B.2.3.2",null,"RC Walls","m2",{"$f":"+ROUND((1.25*2*4)+(1.75*2*4),1)","v":{"v":24,"d":"24.0"}}]
[]
["B.2.3.3",null,"Sides of Chamber Roof Slab","m2",{"$f":"+ROUND(1.75*0.2*4,1)","v":1.4}]
[]
[null,null,"Horizontal To:"]
[]
["B.2.3.4",null,"Underside of Concrete Roof Slab","m2",{"$f":"ROUND(1.75*1.75,1)","v":3.1}]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,"PSG 8.2.6","Box-Out Holes / Form Voids"]
[]
["B.2.3.5",null,"a) DN300 Stainless Steel Puddle Pipes through 250mm thick RC Walls","No.",{"v":2,"d":"2.0"}]
[]
["B.2.3.6",null,"d) 1075 x 775mm for Manhole Cover in 200mm thick Roof Slab","No.",{"v":1,"d":"1.0"}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["B.2.3.7","8.3.1","High Tensile Steel Bars","t",{"$f":"+ROUND((1.75*1.75*0.25*0.135)+(1.5*2*0.15)+(1.75*1.75*0.2*0.135),1)","v":0.6}]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
[null,"8.4.3","Strength Concrete:"]
[]
["B.2.3.8",null,"Class 30/19 MPa Concrete for RC base, walls and roof slab","m3",{"$f":"+ROUND((1.75*1.75*0.25)+(1.5*2)+(1.75*1.75*0.2),1)","v":4.4}]
[]
["B.2.3.9",null,"Class 15/19 MPa Concrete for blinding and valve pedestal:","m3",{"$f":"+ROUND((1.75*1.75*0.05)+(0.7*0.7*0.3),1)","v":0.3}]
[]
["B.2.3.10","8.4.4","a) Wood-floated finish to top of RC walls and roof slab","m2",4.6]
[]
["B.2.3.11",8.5,"2 No. Layers of 3-ply Malthoid between top of RC walls and chamber roof slab","m",{"$f":"ROUND(1.725*4,1)","v":6.9}]
[]
[null,null,"Sundries"]
[]
["B.2.3.12",null,"Supply and Install 980 x 680mm type 9E lockable polymer cover and frame (Maverick Trading or similar approved)","No.",{"v":1,"d":"1.0"}]
{"$rows_empty":15}
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["B.2.4","SANS 1200 L","MEDIUM PRESSURE PIPELINES"]
[]
[null,null,"Note the following:"]
[]
[null,null,"(a) All stainless steel pipework to Gr 304 and to have minimum wall thickness of 6mm"]
[]
[null,null,"(b) All Flanges to be \"Raised Face\" to Table 1600/3 of SANS 1123"]
[]
[null,null,"(c) Nominal Pressure Rating = 16 bar"]
[]
[null,null,"(d) 3mm thick spiral wound ring gaskets (\"Maxiflex\" by Klinger or similar approved) to be used between all flanged connections"]
[]
[null,"8.2.5","Supply and Place Pipes, Valves and Specials (Short Pipe Runs)"]
[]
["B.2.4.1",null,"Item 1 - DN315 Flange Adaptor for uPVC Pipe","No.",{"v":2,"d":"2.0"}]
[]
["B.2.4.2",null,"Item 2 - DN300 Gr 304 Stainless Steel \"Gooseneck\" with dimensions as shown","No.",{"v":2,"d":"2.0"}]
[]
["B.2.4.3",null,"Item 3 - Table 1600/8 Gr 304 Stainless Steel Blank Flange","No.",{"v":2,"d":"2.0"}]
[]
["B.2.4.4",null,"Item 4 - DN300 x 1000mm Long Gr 304 Stainless Steel Puddle Pipe flanged both ends","No.",{"v":2,"d":"2.0"}]
[]
["B.2.4.5",null,"Item 5 - DN300 Electromagnetic Flow Meter (\"Magflux\" by MJK or similar approved) C/W converter and earthing rings","No.",{"v":1,"d":"1.0"}]
{"$rows_empty":14}
["TOTAL SCHEDULE B.2 CARRIED FORWARD TO SUMMARY:"]
[]
["B.3",null,"NEW ACCESS ROAD"]
[]
[null,"SANS 1200 D","EARTHWORKS"]
[]
["B.3.1","PSD 8.3.4","Import G8 material from commercial sources and compact to 90% of MDD new access road","m3",{"$f":"ROUND(40*5.9*0.15,1)","v":35.4}]
[]
[null,"SANS  1200 ME","SUBBASE"]
[]
["B.3.2","8.3.3","Supply G5 material from commercial sources and construct subbase ","m3",{"$f":"ROUND(40*5.6*0.15,1)","v":33.6}]
[]
["B.3.3","8.3.5","d) Process subbase material by Stabilisation to achieve a cement stabilised C4 layer  with UCS of 1.5MPa & Min I.T.S 200KPa compacted to 95% Mod AASHTO","m3",{"$f":"E349","v":33.6}]
[]
["B.3.4","8.3.8","b) Supply of Portland Cement as Stabilising agent ","t",{"$f":"ROUND(0.1111111*E351,1)","v":3.7}]
[]
[null,"SANS 1200 MF","BASE"]
[]
["B.3.5","8.3.3","a) Construct base with G2 gravel material compacted to 102 % Mod.AASHTO max. density from commercial sources or designated borrow-pits","m3",{"$f":"ROUND(40*5.3*0.15,1)","v":31.8}]
[]
[null,"SANS 1200 MH","ASPHALT SURFACING"]
[]
["B.3.6","8.5.1 & PS.33.7.2","Prime coat of Inverted bitumen emulsion. Application Rate 0.7 L/m2","m2",{"$f":"40*5","v":{"v":200,"d":"200.0"}}]
[]
["B.3.7","PS.33.7.2","Asphalt surfacing layer - sand skeletal mix - Continously graded as defined (40mm thickness, (Medium Grade) using A-E2 modified binder maximum aggregate size 14.0mm)","m2",{"v":200,"d":"200.0"}]
[]
[null,"SANS 1200 MK","KERBING AND CHANNELING"]
[]
["B.3.8","8.2.2","Construct Concrete kerbing and channeling combined complete as per detail C on Drg D34843-00C-123-01.","m",{"v":80,"d":"80.0"}]
[]
[]
[]
[]
[]
["TOTAL SCHEDULE B.3 CARRIED FORWARD TO SUMMARY:"]
[]
["B.4",null,"BRICKWORK KIOSKS FOR M&E EQUIPMENT"]
[]
[null,null,"The Contractor is to note that no drawings have been provided for the various brickwork kiosks that are required to house the mechanical and electrical equipment, given that the final dimensions of this equipment will be finalised by the M&E Sub-Contractor during construction. Estimated quantities have been provided in the below schedule to cater for the activities required for these structures."]
[]
["B.4.1","SANS 1200 D","EARTHWORKS"]
[]
["B.4.1.1","8.3.1.1","Clear and Strip Site for brickwork kiosks","m2",{"$f":"+(5*5)+(3*3)+(3*3)","v":{"v":43,"d":"43.0"}}]
[]
["B.4.1.2","8.3.3","Excavate in all materials for new brickwork kiosk strip foundations, use for embankment, spread on site in designated areas or backfill and compact to 90% MOD AASTO in layers no greater than 300mm thickness.","m3",{"$f":"+ROUND((16.8*0.8)+(10.4*0.8*2),1)","v":30.1}]
[]
[null,null,"b) Extra-Over Item B.4.1.2 above for:"]
[]
["B.4.1.3",null,"1) Intermediate Excavation (provisional)","m3",{"$f":"+ROUND(45%*E383,1)","v":13.5}]
[]
["B.4.1.4",null,"2) Hard Rock Excavation (provisional)","m3",{"$f":"+ROUND(5%*E383,1)","v":1.5}]
[]
["B.4.1.5","PSD 8.3.4","Import, Spread and Compact G5 Material to 95% MOD AASHTO, regardless of source","m3",{"$f":"ROUND(3*3*0.3,1)","v":2.7}]
[]
["B.4.1.6","PSD 8.3.14","Rip, re-compact and test in-situ material to 93% MOD AASHTO","m3",{"$f":"ROUND((2.5*2.5*0.15)+(3*3*0.3),1)","v":3.6}]
[]
["B.4.2","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["B.4.2.1","8.2.1","Rough Vertical Formwork between apron panels","m2",{"$f":"+ROUND((26*1*0.2)+(22*1*0.2*2),1)","v":{"v":14,"d":"14.0"}}]
[]
[null,"8.2.2","Smooth Formwork:"]
[]
["B.4.2.2",null,"Vertical to Sides of Roof Slabs","m2",{"$f":"+ROUND((5.46*0.25*4)+(3.46*0.25*4*2),1)","v":12.4}]
[]
["B.4.2.3",null,"Horizontal to Underside of Roof Slab (Including for scaffolding up to 3.0m high)","m2",{"$f":"+ROUND((5.46*5.46)+(3.46*3.46*2),1)","v":53.8}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["B.4.2.4","8.3.1","High Tensile Steel Bars (Provisional)","t",{"$f":"+ROUND((10.336*0.4*0.135)+(16.736*0.4*0.135),1)","v":1.5}]
[]
["B.4.2.5","PSG 8.3.2","Mesh Ref .395 (minimum 300mm overlap between panels","m2",{"$f":"+ROUND((5*5)+(3*3*2)+25.9+(17.84*2),1)","v":104.6},null,null,25.84]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
[null,"8.4.3","Strength Concrete"]
[]
["B.4.2.6",null,"Class 30 / 19 MPa Concrete for RC Roof Slabs","m3",{"$f":"+ROUND((5.46*5.46*0.25)+(3.46*3.46*0.25*2),1)","v":13.4}]
[]
["B.4.2.7",null,"Class 25/19 MPa Concrete for RC Surface Beds, Aprons, and Strip Foundations","m3",{"$f":"+ROUND((5*5*0.2)+(3*3*0.2*2)+(25.9*0.125)+(17.84*0.125*2)+(10.336*0.4)+(16.736*0.4),1)","v":27.1}]
[]
["B.4.2.8",null,"Class 20/19 MPa mass concrete for miscellaneous items","m3",{"v":3,"d":"3.0"}]
[]
["B.4.2.9",null,"Class 15/19 MPa blinding layer","m3",{"$f":"+ROUND((10.336*0.05)+(16.736*0.05)+(5*5*0.05)+(3*3*0.05*2),1)","v":3.5}]
[]
[null,"8.4.4","Unformed Surface Finishes"]
[]
["B.4.2.10",null,"a) Wood-floated finish to top of apron slabs and roof slab","m2",{"$f":"+ROUND((5.46*5.46)+(3.46*3.46*2)+(25.9)+(17.84*2),1)","v":115.3}]
[]
["B.4.2.11",null,"c) Power-floated finish to surface beds","m2",{"$f":"+ROUND((5*5)+(3*3*2),1)","v":{"v":43,"d":"43.0"}}]
[]
[null,"8.5","Joints"]
[]
["B.4.2.12",null,"2No. Layers of 3-ply malthoid between 230mm thick brickwork and RC roof slabs","m",{"$f":"+ROUND((12.92*2)+(20.92),1)","v":46.8}]
[]
[null,null,"Isolation Joint Between Brickwork walls and surface beds / apron slabs as per detail 15 on Drg D34843-00C-134-07:"]
[]
["B.4.2.13",null,"200 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",{"$f":"20+(12*2)","v":{"v":44,"d":"44.0"}}]
[]
["B.4.2.14",null,"100 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",{"$f":"+ROUND((13.84*2)+(21.84),1)","v":49.5}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["B.4.2.15",null,"Plug 10 x 10 mm void with approved polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"$f":"E446+E448","v":93.5}]
[]
[null,null,"Keyed Construction Joint as per Detail 11 on Drg D34843.00C-134-07 for Aprons"]
[]
["B.4.2.16",null,"30 x 20 mm Key Joint Between Panels","m",{"$f":"26+(22*2)","v":{"v":70,"d":"70.0"}}]
[]
["B.4.2.17",null,"20 x 8 mm thick reaming out of saw-cut 21 days after casting","m",{"$f":"26+(22*2)","v":{"v":70,"d":"70.0"}}]
[]
["B.4.2.18",null,"10mm Ø Bond-Breaking Cord (\"Duracord\" by ABE or similar approved)","m",{"$f":"26+(22*2)","v":{"v":70,"d":"70.0"}}]
[]
["B.4.2.19",null,"Plug 10 x 8 mm void with approved polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"$f":"26+(22*2)","v":{"v":70,"d":"70.0"}}]
[]
[null,null,"Building Works:"]
[]
["B.4.2.20",null,"230mm Thick Double-Skin Load-Bearing NFX Clay Foundation Brickwork with 14 MPa Compressive Strength Jointed in Class II Mortar. Rate to include for \"Brickseal\" and Brickforce every third course.","m2",{"$f":"ROUND(12.92+12.92+16.92,1)","v":42.8}]
[]
["B.4.2.21",null,"230mm Thick Double-Skin Load-Bearing Clay Facebrick with 14 MPa Compressive Strength Jointed in Class II Mortar. Rate to include for \"Brickseal\" and Brickforce every third course.","m2",{"$f":"ROUND(38.76+62.76+38.76,1)","v":140.3}]
[]
["B.4.2.22",null,"150 x 230mm thick air bricks","No.",{"$f":"+ROUND((20*4)+(12*2*4),1)","v":{"v":176,"d":"176.0"}}]
[]
["B.4.2.23",null,"250 micron \"Gunplas\" DPC Layer beneath surface beds and apron slabs. Soil poisoning beneath where applicable.","m2",{"$f":"ROUND(55.65+(2*29.8),1)","v":115.3}]
[]
["B.4.2.24",null,"2000 high x 940mm wide Galvanised Steel Security Door with 500 x 500 Louvre at bottom of door (Trox Technic or similar approved)","No.",{"v":3,"d":"3.0"}]
[]
["B.4.2.25",null,"DN100 epoxy-coated cast iron/ductile iron full bore outlet cast into surface bed and roof slab with 90 degree outlet (Saint-Gobain or similar approved)","No.",{"v":6,"d":"6.0"}]
[]
["B.4.2.26",null,"DN110 uPVC pipe for downpipes and buried stormwater outlet complete with all bends and junctons","m",{"$f":"3*6","v":{"v":18,"d":"18.0"}}]
[]
["TOTAL SCHEDULE B.4 CARRIED FORWARD TO SUMMARY:"]

{"sheet":"B-Sum","index":3,"n_rows":14,"n_cols":6,"rows_kept":14,"merged":[[0,1,0,5],[1,0,1,5],[2,0,2,5],[3,1,3,4],[4,0,4,5],[5,1,5,4],[6,0,6,5],[7,1,7,4],[8,0,8,5],[9,1,9,4],[10,0,10,5],[11,1,11,4],[12,0,12,5],[13,1,13,4]]}
[null,"SCHEDULE B: NEW INLET WORKS (CIVIL/STRUCTURAL)"]
["SUMMARY OF SECTIONS - SCHEDULE B"]
[]
["SECTION","DESCRIPTION",{"$nulls":3},"AMOUNT"]
[]
["B.1","CONSTRUCTION OF NEW INLET WORKS AND DEMOLITION OF EXISTING"]
[]
["B.2","NEW OVERFLOW METER CHAMBER"]
[]
["B.3","NEW ACCESS ROAD"]
[]
["B.4","BRICKWORK KIOSKS FOR M&E EQUIPMENT"]
[]
["B","TOTAL SCHEDULE B CARRIED FORWARD TO SUMMARY PAGE\n(B.1 + B.2 + B.3 + B.4)"]

{"sheet":"C","index":4,"n_rows":90,"n_cols":7,"rows_kept":90,"merged":[[0,0,0,6],[39,0,39,5],[40,0,40,5],[89,0,89,5]]}
["SCHEDULE C: PRIMARY SETTLING TANK REPAIRS & ALTERATIONS"]
["ITEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
[null,null,"REPAIRS & ALTERATIONS TO EXISTING PRIMARY SETTLING TANK"]
[]
["C.1",null,"CLEARING OUT OF TANK"]
[]
["C.1.1","PS.24.a)","Allow for temporary works during primary settling tank rehabilitation activities, including for all plant, labour and equipment for a period of 3-weeks.\n\nNote: 25% of tendered rate payable upon set up of temporary system, and 75% of rate payable upon completion of activities.","Sum",{"v":1,"d":"1.0"}]
[]
["C.1.2","PS.24.b)","Provision of Lime for Stabilisation of Resultant Sludge accumulated in overflow ponds (provisional)","t",{"v":2,"d":"2.0"}]
[]
["C.1.3","PS.34.2","Clear Out Sludge from Primary Settling Tank","m3",{"$f":"+ROUND((PI()*0.25*11.3*11.3*1.53)+(PI()*5.65*5.65*9.49/3),1)","v":470.7}]
[]
["C.2","SANS 1200 C","SITE CLEARANCE"]
[]
[null,"PSC 8.2.7","Dismantle and remove pipework and valves and dispose in approved dump site:"]
[]
["C.2.1",null,"DN150 Flanged Gate Valves","No.",{"v":2,"d":"2.0"}]
[]
["C.2.2",null,"DN300 Asbestos Cement Pipework","m",{"v":12,"d":"12.0"}]
[]
[null,"PSC 8.2.8 & PS.34.3","Demolish and Remove Structures/buildings and dismantle steelwork etc."]
[]
["C.2.3",null,"Break Out Existing Coping Blocks and dispose in approved dump site","Sum",{"v":1,"d":"1.0"}]
[]
["C.2.4",null,"Break out top 200mm height (nominal) of existing 13,100 mm diameter x 200mm thick concrete external wall with approved means","Sum",{"v":1,"d":"1.0"}]
[]
["C.3","SANS 1200 L","MEDIUM PRESSURE PIPELINES"]
[]
["C.3.1","8.2.5","Supply and Install DN150 Metal-Seated Wedge Gate Valve C/W Hand-Wheel","No.",{"v":2,"d":"2.0"}]
[]
["C.4","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["C.4.1","8.2.2","Smooth, Circular Vertical Formwork on wall","m2",{"$f":"+ROUND((PI()*13.1*0.3)+(PI()*13.3*0.3),1)","v":24.9}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["C.4.2","8.3.1","High Tensile Steel Bars (Provisional)","kg",{"v":125,"d":"125.0"}]
[]
["C.4.3","PS.34.3 & PSG 8.3.4","Coating of existing rebar with Epocem Armotec 110 Monotop (Sika or similar approved) - provisional","ℓ",{"v":15,"d":"15.0"}]
[]
[null,8.4,"Concrete"]
[]
["C.4.4","8.4.4","b) Steel-floated finish to top of epoxy grout layer","m2",{"$f":"+ROUND((PI()*0.25*13.3*13.3)-(PI()*0.25*13.1*13.1),1)","v":4.1}]
[]
[null,8.7,"Grouting"]
[]
["C.4.5","PS.34.3 & PSG 8.7.c)","Supply, place and compact approved epoxy repair mortar (Sikadur-43 ZA by Sika or similar approved) including for all surface preparation required (provisional)","m3",{"$f":"+ROUND(ROUND((PI()*0.25*13.3*13.3)-(PI()*0.25*13.1*13.1),1)*0.3,1)","v":1.2}]
{"$rows_empty":32}
["TOTAL SCHEDULE C CARRIED FORWARD TO SUMMARY"]

{"sheet":"D","index":5,"n_rows":48,"n_cols":7,"rows_kept":48,"merged":[[0,2,0,6],[47,0,47,5]]}
[null,null,"SCHEDULE D: REPAIRS TO BIOLOGICAL FILTER AND DOSING SIPHON"]
["ITEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["D",null,"REPAIRS TO BIOLOGICAL FILTER AND SIPHON DOSING CHAMBER"]
[]
["D.1","PS.24.a)","Allow for temporary works during high-pressure jetting of Biofilter, including for all plant, labour, equipment and water control for the duration of activites.\n\nNote: 25% of tendered rate payable upon set up of temporary system, and 75% of rate payable upon completion of activities.","Sum",{"v":1,"d":"1.0"}]
[]
["D.2","PS.35","High-Pressure Jetting of Biofilter through Aeration Tiles","hr",{"$f":"180*2","v":{"v":360,"d":"360.0"}}]
{"$rows_empty":39}
["TOTAL SCHEDULE D CARRIED FORWARD TO SUMMARY"]

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[null,null,"SCHEDULE E: REPAIRS & ALTERATIONS TO SLUDGE DIGESTER"]
["ITEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["E.1",null,"CLEARING OUT OF SLUDGE DIGESTER AND ASSOCIATED WORKS"]
[]
[null,null,"Refer to Drg D34843-00C-134-02"]
[]
["E.1.1","PS.22.4.a)","Contractor's compliance with health and safety, including for measuring explosiveness levels, Gas/ Oxygen detection equipment, PPE, safety equipment, signage etc.\n\nNote: 50% of tendered rate payable upon acceptance of plan and establishment of equipment on site, and the balance will be payable upon completion of rehabilitation activities.","Sum",{"v":1,"d":"1.0"}]
[]
["E.1.2","PS.24.a)","Allow for temporary works during digester rehabilitation activities, including for all plant, labour and equipment for a period of 3 months.\n\nNote: 25% of tendered rate payable upon set up of temporary system, and 75% of rate payable upon completion of activities.","Sum",{"v":1,"d":"1.0"}]
[]
["E.1.3","PS.24.b)","Provision of Lime for Stabilisation of Resultant Sludge accumulated in overflow ponds (provisional)","t",{"v":5,"d":"5.0"}]
[]
["E.1.4","PS.22.4.b)","Allow for Design and implementation of Lateral restraint for circumference of digester during clearing out activities","Sum",{"v":1,"d":"1.0"}]
[]
["E.1.5","PS.22.4.c)","Coring Out of Openings in Digester walls with water cutting:"]
[]
["E.1.5.1",null,"500 x 500 x 375mm thick Opening for New Constant Level Weir Outlet","No.",{"v":1,"d":"1.0"}]
[]
["E.1.5.2",null,"500 x 500 x 375mm thick opening for new supernatant decant pipework","No.",{"v":1,"d":"1.0"}]
[]
["E.1.5.3",null,"1000 x 1000 x 375mm thick opening for new access and for new jet-mixing pumps","No.",{"v":1,"d":"1.0"}]
[]
["E.1.6","PS.22.4.d)","Clearing Out of Sludge from digester and safe disposal through approved means in sludge drying beds","m3",{"v":1800,"d":"1,800.0"}]
[]
["E.1.7","PS.22.4.e)","Provision of Seed Sludge from Mpumalanga WWTW, including for all transport, equipment and labour required","m3",{"v":180,"d":"180.0"}]
[]
[]
[]
["TOTAL SCHEDULE E.1 CARRIED FORWARD TO SUMMARY:"]
[]
["E.2",null,"ALTERATIONS TO DIGESTER ROOF HATCH"]
[]
["E.2.1","SANS 1200 C","SITE CLEARANCE"]
[]
["E.2.1.1","PSC 8.2.8 & PS.22.4.g)","Break Out Existing Coping Blocks on digester roof access hatch and dispose in approved dump site","Sum",{"v":1,"d":"1.0"}]
[]
["E.2.1.2","PSC 8.2.8 & PS.22.4.g)","Break out top 200mm height (nominal) of existing 2,200 mm diameter x 200mm thick concrete external wall with approved means","Sum",{"v":1,"d":"1.0"}]
[]
["E.2.2","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["E.2.2.1","8.2.2","Smooth, Circular Vertical Formwork on both sides of external wall","m2",{"$f":"+ROUND((PI()*2.4*0.3)+(PI()*2*0.3),1)","v":4.1}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["E.2.2.2","8.3.1","High Tensile Steel Bars (Provisional)","kg",{"v":250,"d":"250.0"}]
[]
["E.2.2.3","PS.22.4.g) & PSG 8.3.4","Coating of existing rebar with Epocem Armotec 110 Monotop (Sika or similar approved) - provisional","ℓ",{"v":5,"d":"5.0"}]
[]
[null,8.4,"Concrete"]
[]
["E.2.2.4","8.4.4","b) Steel-floated finish to top of epoxy grout layer","m2",{"$f":"+ROUND((PI()*0.25*2.2*2.2)-(PI()*0.25*2*2),1)","v":0.7}]
[]
[null,8.7,"Grouting"]
[]
["E.2.2.5","PS.22.4.g) & PSG 8.7.c)","Supply, place and compact approved epoxy repair mortar (Sikadur-43 ZA by Sika or similar approved) including for all surface preparation required (provisional)","m3",{"$f":"+ROUND(ROUND((PI()*0.25*2.4*2.4)-(PI()*0.25*2*2),1)*0.3,1)","v":0.4}]
{"$rows_empty":12}
["TOTAL SCHEDULE E.2 CARRIED FORWARD TO SUMMARY:"]
[]
["E.3",null,"NEW DIGESTER PIPEWORK AND ASSOCIATED INFRASTRUCTURE"]
[]
[null,null,"Refer to Drg D34843-00C-134-02"]
[]
["E.3.1","SANS 1200 C","SITE CLEARANCE"]
[]
["E.3.1.1","8.2.1","Clear and Grub Site New Supernatant Sump and jet mixing pump house","m2",{"$f":"ROUNDUP(2.4*2.3,1)","v":5.6}]
[]
["E.3.1.2","PSC 8.2.10","Remove 150mm thick (nominal) layer of topsoil, reinstate or spread on site in designated areas","m2",{"$f":"ROUNDUP(2.4*2.3,1)","v":5.6}]
[]
[null,"PSC 8.2.7","Dismantle and remove pipework and valves and dispose in approved dump site:"]
[]
["E.3.1.3",null,"DN200 Asbestos Cement Class C Pipework Including for Bends, Specials, Flanges, Couplings etc. within the digester","m",{"v":45,"d":"45.0"}]
[]
["E.3.1.4",null,"DN150 Asbestos Cement Class C Pipework Including for Bends, Specials, Flanges, Couplings etc. within the digester","m",{"v":30,"d":"30.0"}]
[]
["E.3.1.5",null,"DN100 Asbestos Cement Class C Pipework Including for Bends, Specials, Flanges, Couplings etc. within the digester","m",{"v":20,"d":"20.0"}]
[]
["E.3.1.6",null,"DN100 Flanged Supernatant Decanting Gate Valves","No.",{"v":3,"d":"3.0"}]
[]
["E.3.1.7",null,"DN200 Flanged Gate Valves in Sludge Digester Outlet Chamber","No.",{"v":2,"d":"2.0"}]
[]
["E.3.2","SANS 1200 D","EARTHWORKS"]
[]
["E.3.2.1","8.3.3","Excavate in all materials for new supernatant decanting sump and jet mixing pump kiosk strip foundations, use for embankment, spread on site in designated areas or backfill and compact to 90% MOD AASTO in layers no greater than 300mm thickness.","m3",{"$f":"+ROUND((2.5*2.5*2)+(4*4*1.5),1)","v":36.5}]
[]
["E.3.2.2","PSD 8.3.4","Import, Spread and Compact G5 Material to 95% MOD AASHTO, regardless of source","m3",{"$f":"ROUND(3*3*0.3,1)","v":2.7}]
[]
["E.3.2.3","PSD 8.3.14","Rip, re-compact and test in-situ material to 93% MOD AASHTO","m3",{"$f":"ROUND((2.5*2.5*0.15)+(3*3*0.3),1)","v":3.6}]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["E.3.3","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
[null,"8.2.1","Rough Formwork:"]
[]
[null,null,"Vertical To:"]
[]
["E.3.3.1",null,"Supernatant Sump Base Slab","m2",{"$f":"ROUND(2.5*0.25*4,1)","v":2.5}]
[]
["E.3.3.2",null,"Meter Chamber Base Slab","m2",{"$f":"+ROUND(1.75*0.3*4,1)","v":2.1}]
[]
[null,"8.2.2","Smooth Formwork"]
[]
[null,null,"Vertical To:"]
[]
["E.3.3.3",null,"Supernatant Sump and Meter Chamber Walls","m2",{"$f":"ROUND(1.8*2.3*8,1)+24","v":57.1}]
[]
["E.3.3.4",null,"Supernatant Sump and Meter Chamber Roof Slab and Opening for Grate","m2",{"$f":"ROUND((0.2*2.3*4)+(1.2*0.25*2)+(1.3*0.25*2),1)+1.4","v":4.5}]
[]
["E.3.3.5",null,"Mixing Pump Plinths","m2",{"$f":"ROUND(3*0.25*4,1)","v":{"v":3,"d":"3.0"}}]
[]
["E.3.3.6",null,"RC Surface Bed Panels for Mixing Pump House","m2",{"$f":"ROUND(4*0.2*2,1)","v":1.6}]
[]
[null,null,"Horizontal To:"]
[]
["E.3.3.7",null,"Underside of Supernatant Sump and Meter Chamber Roof Slab","m2",{"$f":"ROUND(2*2.1,1)+3.1","v":{"v":7.300000000000001,"d":"7.3"}}]
[]
["E.3.3.8",null,"Underside of Mixing Pump House Roof Slab","m2",{"$f":"4*4","v":{"v":16,"d":"16.0"}}]
[]
[null,"PSG 8.2.6","Box-Out Holes / Form Voids"]
[]
[null,null,"a) Small, circular, of diameter up to and including 0.35m, up to and including 0.5m deep for:"]
[]
["E.3.3.9",null,"DN200 Stainless Steel Puddle Pipe through RC Chamber walls","No.",{"v":2,"d":"2.0"}]
[]
["E.3.3.10",null,"DN150 Stainless Steel Puddle Pipe through RC Sump Wall","No.",{"v":1,"d":"1.0"}]
[]
["E.3.3.11",null,"d) 1075 x 775mm for Manhole Cover in 200mm thick Roof Slab","No.",{"v":1,"d":"1.0"}]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["E.3.3.12","8.3.1","High Tensile Steel Bars","t",{"$f":"+(E179*0.18)+ROUND((1.75*1.75*0.25*0.135)+(1.5*2.5*0.15)+(1.75*1.75*0.2*0.135),1)","v":{"v":1.6179999999999999,"d":"1.6"}}]
[]
["E.3.3.13","PSG 8.3.2","Mesh Ref .395 (minimum 300mm overlap between panels","m2",{"$f":"3+16","v":{"v":19,"d":"19.0"}}]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
["E.3.3.14","8.4.2","Class 15/19 MPa Concrete Blinding Layer Beneath Foundations, Base Slab, surface beds and apron slabs","m3",{"$f":"+ROUND((2.4*2.3*0.05)+(13.6*0.05)+(21.84*0.05),1)","v":{"v":2,"d":"2.0"}}]
[]
[null,"8.4.3","Strength Concrete"]
[]
[null,null,"Class 30/19 MPa Concrete for:"]
[]
["E.3.3.15",null,"RC Supernatant Sump Base, Walls and Roof Slab","m3",{"$f":"+ROUND((2.4*2.3*0.25)+(1.8*1.8)+(2.608*0.2),1)","v":5.1}]
[]
["E.3.3.16",null,"RC Meter Chamber Base, Walls and Roof","m3",{"$f":"+ROUND((1.75*1.75*0.25)+(1.5*2.5)+(1.75*1.75*0.2),1)","v":5.1}]
[]
["E.3.3.17",null,"RC Roof Slab for Jet Mixing Pump House","m3",{"$f":"+ROUND(4*4*0.2,1)","v":3.2}]
[]
["E.3.3.18",null,"Class 25/19 MPa Concrete for Jet Mixing Pump House Strip Footing, Surface Bed, Plinths and Apron Slabs","m3",14.2]
[]
["E.3.3.19",null,"Class 20/19 MPa Concrete for benching in supernatant sump","m3",{"$f":"ROUND(0.5*0.3*2*115%,1)","v":0.3}]
[]
["E.3.3.20",null,"Class 15/19 MPa Concrete for blinding layer beneath foundations, base slabs, apron slabs etc.","m3",{"$f":"+ROUND((2.4*2.3*0.05)+(13.6*0.05)+(21.84*0.05),1)+0.3","v":2.3}]
[]
[null,"8.4.4","Unformed Surface Finishes:"]
[]
["E.3.3.21",null,"a) Wood-Floated Finish RC Chamber walls, roof slabs and pump house apron slabs","m2",{"$f":"1.8+2.7+21.9+4.6","v":{"v":31,"d":"31.0"}}]
[]
["E.3.3.22",null,"b) Steel-floated finish to supernatant sump benching and top of pump house roof slab","m2",{"v":20,"d":"20.0"}]
[]
["E.3.3.23",null,"c) Power-Floated Finish to Jet Mixing Pump House Surface Bed","m2",{"$f":"4*4","v":{"v":16,"d":"16.0"}}]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,"8.5","Joints"]
[]
["E.3.3.24",null,"2No. Layers of 3-ply malthoid between 230/ 250mm thick brickwork/RC walls in RC Chambers and jet mixing pump house","m",{"$f":"+ROUND(16.92+7.2,1)+6.9","v":{"v":31,"d":"31.0"}}]
[]
["E.3.3.25",null,"Self-adhesive swellable waterstop (Kuniseal C31-DS by Xypex or similar approved) for base-to-wall joint in supernatant concrete sump","m",7.2]
[]
[null,null,"Keyed Construction Joint as per Detail 11 on Drg D34843.00C-134-07 for Apron and Surface Bed Panels for Jet Mixing Pump House:"]
[]
["E.3.3.26",null,"30 x 20 mm Key Joint Between Panels","m",{"$f":"19+8","v":{"v":27,"d":"27.0"}}]
[]
["E.3.3.27",null,"20 x 8 mm thick reaming out of saw-cut 21 days after casting","m",{"$f":"19+8","v":{"v":27,"d":"27.0"}}]
[]
["E.3.3.28",null,"10mm Ø Bond-Breaking Cord (\"Duracord\" by ABE or similar approved)","m",{"$f":"19+8","v":{"v":27,"d":"27.0"}}]
[]
["E.3.3.29",null,"Plug 10 x 8 mm void with approved polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"$f":"19+8","v":{"v":27,"d":"27.0"}}]
[]
[null,null,"Isolation Joint as per Detail 15 on Drg D34843.00C-134-07 between Apron Slabs, Surface Bed and Brickwork Walls for Jet Mixing Pump House:"]
[]
["E.3.3.30",null,"200 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",{"v":16,"d":"16.0"}]
[]
["E.3.3.31",null,"100 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",17.9]
[]
["E.3.3.32",null,"Plug 10 x 10 mm void with approved polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"$f":"E222+E224","v":33.9}]
[]
[null,null,"Supernatant Sump and Meter Chamber Sundries:"]
[]
["E.3.3.33",null,"Supply and Install 1200 x 1200 mm FRP Grate with 28 x 51mm mesh size complete with G.M.S Frame cast into slab with fishtail lugs welded on at 200mm C/C and secured with type M clips","No.",{"v":1,"d":"1.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,null,"Supply and Install Stainless Steel Gr 304 Cat Ladder as per Drg D34843-00C-134-07 C/W rungs,stringers, brackets etc. for the following nominal lengths:"]
[]
["E.3.3.34",null,"2000mm Long","Sum",{"v":1,"d":"1.0"}]
[]
["E.3.3.35",null,"3000mm Long","Sum",{"v":1,"d":"1.0"}]
[]
["E.3.3.36",null,"Supply and Install 980 x 680mm type 9E lockable polymer cover and frame (Maverick Trading or similar approved)","No.",{"v":1,"d":"1.0"}]
[]
[null,null,"Jet Mixing Pump House Structure:"]
[]
["E.3.3.37","PS.28","230mm Thick Double-Skin Load-Bearing NFX Clay Foundation Brickwork with 14 MPa Compressive Strength Jointed in Class II Mortar. Rate to include for \"Brickseal\" and Brickforce every third course.","m2",{"$f":"ROUND(16.92*0.8,1)","v":13.5}]
[]
["E.3.3.38","PS.28","230mm Thick Double-Skin Load-Bearing Clay Facebrick with 14 MPa Compressive Strength Jointed in Class II Mortar. Rate to include for \"Brickseal\" and Brickforce every third course.","m2",{"$f":"ROUND(16.92*2.2,1)","v":37.2}]
[]
["E.3.3.39",null,"150 x 230mm thick air bricks","No.",{"$f":"+ROUNDUP((0.3*4*2*2)+(0.3*4*2*2),0)","v":{"v":10,"d":"10.0"}}]
[]
["E.3.3.40",null,"250 micron \"Gunplas\" DPC Layer beneath surface beds and apron slabs. Soil poisoning beneath where applicable.","m2",{"$f":"16+21.9","v":37.9}]
[]
["E.3.3.41",null,"2000 high x 940mm wide Galvanised Steel Security Door with 500 x 500 Louvre at bottom of door (Trox Technic or similar approved)","No.",{"v":1,"d":"1.0"}]
[]
["E.3.3.42",null,"DN100 epoxy-coated cast iron/ductile iron full bore outlet cast into surface bed and roof slab with 90 degree outlet (Saint-Gobain or similar approved)","No.",{"v":2,"d":"2.0"}]
[]
["E.3.3.43",null,"DN110 uPVC pipe for downpipes and buried stormwater outlet complete with all bends and junctons","m",{"v":6,"d":"6.0"}]
{"$rows_empty":7}
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["E.3.4","SANS 1200 L","MEDIUM PRESSURE PIPELINES"]
[]
[null,null,"Note the following:"]
[]
[null,null,"(a) All stainless steel pipework to Gr 304 and to have minimum wall thickness of 6mm"]
[]
[null,null,"(b) All Flanges to be \"Raised Face\" to Table 1600/3 of SANS 1123"]
[]
[null,null,"(c) Nominal Pressure Rating = 16 bar"]
[]
[null,null,"(d) 3mm thick spiral wound ring gaskets (\"Maxiflex\" by Klinger or similar approved) to be used between all flanged connections"]
[]
[null,null,"NEW SLUDGE DIGESTOR SUPERNATANT,  OUTLET AND INLET PIPEWORK (REFER TO DRG D34843-00C-134-02):"]
[]
["E.3.4.1","8.2.4","Cutting of DN150 Cast Iron Digester Inlet Pipe Riser","No.",{"v":2,"d":"2.0"}]
[]
[null,"8.2.5","Supply and Place Pipes, Valves and Specials (Short Pipe Runs)"]
[]
["E.3.4.2",null,"Item 1 - DN150 x 1000mm Long Stainless Gr 304 Plain Ended Pipe Welded as shown","No.",{"v":3,"d":"3.0"}]
[]
["E.3.4.3",null,"Item 2 - DN150 x 90 deg Stainless Steel Gr 304 Medium Radius Bend (R = 300mm) with flanged one end","No.",{"v":6,"d":"6.0"}]
[]
["E.3.4.4",null,"Item 3 - DN150 Flanged Metal-Seated Wedge Gate Valve with Hand-Wheel","No.",{"v":3,"d":"3.0"}]
[]
["E.3.4.5",null,"Item 4 - DN150 x 800mm Long Stainless Steel Gr 304 Stainless Steel Puddle Pipe flanged both ends","No.",{"v":3,"d":"3.0"}]
[]
["E.3.4.6",null,"Item 5 - DN150 x 1600mm Long Stainless steel Gr 304 pipe (plain ends) welded to bellmouth and bend and shown","No.",{"v":1,"d":"1.0"}]
[]
["E.3.4.7",null,"Item 6 - DN300 x DN150 Stainless Steel Gr 304 Bellmouth Welded to pipework as shown","No.",{"v":3,"d":"3.0"}]
[]
["E.3.4.8",null,"Item 7 - DN150 x 2200mm Long Stainless steel Gr 304 pipe (plain ends) welded to bellmouth and bend and shown","No.",{"v":1,"d":"1.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[{"$nulls":12},"DN50  ",477,{"$f":"+N302/#REF!","v":{"$error":"#REF!"}}]
["E.3.4.9",null,"Item 8 - DN150 x 2800mm Long Stainless steel Gr 304 pipe (plain ends) welded to bellmouth and bend and shown","No.",{"v":1,"d":"1.0"}]
[]
["E.3.4.10",null,"Item 9 - DN150 x 6000mm Long Stainless Steel Gr 304 pipe flanged one end","No.",{"v":1,"d":"1.0"},{"$nulls":7},"DN80 ",580,{"$f":"+N305/N302","v":{"v":1.2159329140461217,"d":"122%"}}]
[{"$nulls":12},"DN90 ",580,{"$f":"+N306/N305","v":{"v":1,"d":"100%"}}]
["E.3.4.11",null,"Item 10 - DN150 x 90 deg Stainless Steel Gr 304 Medium Radius Bend (R = 300mm) flanged both ends","No.",{"v":1,"d":"1.0"},{"$nulls":7},"DN100 ",920,{"$f":"+N307/N306","v":{"v":1.5862068965517242,"d":"159%"}}]
[{"$nulls":12},"DN150",{"$f":"+N307*O307","v":1459.3103448275863}]
["E.3.4.12",null,"Item 11 - DN150 x 500mm Long Stainless Steel Gr 304 Puddle Pipe flanged one end","No.",{"v":1,"d":"1.0"}]
[]
["E.3.4.13",null,"Item 12 - DN150 Flexible Step Coupling (Viking-Johnson or similar approved)","No.",{"v":1,"d":"1.0"}]
[]
["E.3.4.14",null,"Item 13 - DN150 x 10 000 mm Long (nominal and cut to suit on site) Stainless Steel Gr 304 pipe with plain ends ","No.",{"v":1,"d":"1.0"}]
[]
["E.3.4.15",null,"Item 14 - DN200 Flanged Metal-seated Wedge Gate Valve with 1700 mm Long Extension Spindle and Hand-Wheel","No.",{"v":2,"d":"2.0"}]
[]
["E.3.4.16",null,"Item 15 - DN150 x 1200mm Long (nominal) Gr 304 Stainless Steel Pipe flanged both ends","No.",{"v":2,"d":"2.0"}]
[]
["E.3.4.17",null,"Item 16 -  DN150 Electromagnetic Flow Meter (\"Magflux\" by MJK or similar approved) C/W converter and earthing rings","No.",{"v":1,"d":"1.0"}]
[]
[null,null,"NEW SLUDGE OUTLET FLOW METER (REFER TO DRG D34843-00C-134-10):"]
[]
["E.3.4.18",null,"Item 1 - DN200 Flexible PVC-to-Steel Step Coupling","No.",{"v":4,"d":"4.0"}]
[]
["E.3.4.19",null,"Item 2 - DN200 Gr 304 Stainless Steel \"Gooseneck\" complete as per detail","No.",{"v":1,"d":"1.0"}]
[]
["E.3.4.20",null,"Item 3 - DN200 Epoxy-coated Cast Iron End cap","No.",{"v":2,"d":"2.0"}]
[]
["E.3.4.21",null,"Item 4 - DN200 x 1000mm Long Gr 304 Stainless Steel puddle pipe flanged both ends","No.",{"v":2,"d":"2.0"}]
[]
["E.3.4.22",null,"Item 5 -  DN200 Electromagnetic Flow Meter (\"Magflux\" by MJK or similar approved) C/W converter and earthing rings","No.",{"v":1,"d":"1.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["E.3.4.23",null,"Item 6 -  DN200 x 2000mm Long uPVC Pipe Cut to suit","No."]
[]
["E.3.5","SANS 1200 LD","SEWERS"]
[]
["E.3.5.1","8.2.11","Tie in to existing Humus Sludge sump at sludge pump station with DN150 Stainless steel supernatant outlet pipe. Rate to include for breaking out opening in sump and making good with approved non-shrink grout","Sum"]
{"$rows_empty":41}
["TOTAL SCHEDULE E.3 CARRIED FORWARD TO SUMMARY"]

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[null,"SCHEDULE E: REPAIRS & ALTERATIONS TO SLUDGE DIGESTER"]
["SUMMARY OF SECTIONS - SCHEDULE E"]
[]
["SECTION","DESCRIPTION",{"$nulls":3},"AMOUNT"]
[]
["E.1","CLEARING OUT OF SLUDGE DIGESTER AND ASSOCIATED WORKS"]
[]
["E.2","ALTERATIONS TO DIGESTER ROOF HATCH"]
[]
["E.3","NEW DIGESTER PIPEWORK AND ASSOCIATED INFRASTRUCTURE"]
[]
["E","TOTAL SCHEDULE B CARRIED FORWARD TO SUMMARY PAGE\n(E.1 + E.2 + E.3)"]

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[null,null,"SCHEDULE F: UPGRADES TO DISINFECTION FACILITIES"]
["ITEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["F.1",null,"SODIUM HYPOCHLORITE GENERATION FACILITY"]
[]
["F.1.1","SANS 1200 C","SITE CLEARANCE"]
[]
["F.1.1.1",null,"Clear and Grub Site for Sodium Hypochlorite Generation Facility","m2",{"$f":"ROUND(6.5*15,1)","v":97.5}]
[]
["F.1.1.2",null,"Remove 150mm thick (nominal) layer of topsoil, reinstate or spread on site in designated areas","m2",{"$f":"E8","v":97.5}]
[]
["F.1.1.3","PSC.8.2.8","Demolish, transport and dispose of existing concrete slab in proximity to new facility","Sum",{"v":1,"d":"1.0"}]
[]
["F.1.2","SANS 1200 D","EARTHWORKS"]
[]
["F.1.2.1","8.3.3","a) Restricted Excavation in all materials for foundations and use for embankment, spread on site in designated areas or backfill","m3",{"$f":"+ROUND((E10*0.8)+(16.216*3)+(1.44*0.5),1)","v":127.4}]
[]
[null,null,"b) Extra-Over Item F.1.2.1 above for:"]
[]
["F.1.2.2",null,"1) Intermediate Excavation","m3",{"$f":"+ROUND(30%*E16,1)","v":38.2}]
[]
["F.1.2.3",null,"2) Hard Rock Excavation","m3",{"$f":"+ROUND(7.5%*E16,1)","v":9.6}]
[]
["F.1.2.4","PSD 8.3.4","Import, Spread, Compact and Test G5 Material to 95% MOD AASHTO in layers no greater than 300mm thickness from commercial sources, borrow-pits or quarries.","m3",{"$f":"+ROUND(4*13*0.3,1)","v":15.6}]
[]
["F.1.2.5","PSD 8.3.7","Design, Supply, Provision and maintenance of Lateral Support for the duration of construction activities","Sum",{"v":1,"d":"1.0"}]
[]
["F.1.2.6","PSD 8.3.14","Profile, spread, rip, recompact & test in situ material to 93% MOD AASHTO in 150 mm thick layers","m3",{"$f":"E24","v":15.6}]
{"$rows_empty":10}
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["F.1.3","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
[null,"8.2.1","Rough Vertical Formwork to:"]
[]
["F.1.3.1",null,"RC Pad Foundations","m2",{"$f":"ROUND(1.2*0.4*4*8,1)","v":15.4}]
[]
["F.1.3.2",null,"RC Stub Columns and Ground Beams","m2",{"$f":"+ROUND((3.78*2.5*12)+(34.58*2.5),1)","v":199.9}]
[]
[null,"8.2.2","Smooth Formwork"]
[]
[null,null,"Vertical To:"]
[]
["F.1.3.3",null,"Surface Bed Panels","m2",{"$f":"+ROUND((3.93*0.15)+(1.963*0.15)+(1.1*0.15*4)+(4*0.1),1)","v":1.9}]
[]
["F.1.3.4",null,"Apron Slab Panels","m2",{"$f":"+ROUND(0.11*21*115%,1)","v":2.7}]
[]
["F.1.3.5",null,"Water Tank and Pump Plinths","m2",{"$f":"+ROUND((2.8*0.35*4)+(0.8*0.35*4),1)","v":{"v":5,"d":"5.0"}}]
[]
["F.1.3.6",null,"Sides of Roller Shutter Door Beams","m2",{"$f":"+ROUND(3.9*0.45*4,1)","v":{"v":7,"d":"7.0"}}]
[]
[null,null,"Horizontal To:"]
[]
["F.1.3.6",null,"Underside of Roof","m2",{"$f":"4*13","v":{"v":52,"d":"52.0"}}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["F.1.3.7","8.3.1","High Tensile Steel Bars","t",{"$f":"+ROUND((E105*0.23)+(E107*0.15)+(E113*0.1)+(E115*0.135)+(E103*0.115),1)","v":8.1}]
[]
[null,"PSG 8.3.2","High Tensile Welded Mesh (with minimum 300mm overlap between panels):"]
[]
["F.1.3.8",null,"Mesh Ref .245","m2",{"$f":"+ROUND((2.1*4)+26,1)","v":34.4}]
[]
["F.1.3.9",null,"Mesh Ref .395","m2",{"$f":"+ROUND((23.2*2)+(2.8*2.8*2),1)","v":62.1}]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
["F.1.3.10","8.4.2","Screed (3:1 sand:cement) of thickness between 100mm and 20mm on roof slab and bunded area within facility","m2",{"$f":"23.2+47.8","v":{"v":71,"d":"71.0"}}]
[]
[]
[]
["CARRIED FORWARD:"]
["BROUGHT FORWARD:"]
[]
[null,"8.4.3","Strength Concrete:"]
[]
[null,null,"Class 20/19 MPa Concrete for:"]
[]
["F.1.3.11",null,"Mass concrete Layer Beneath RC Pad Foundations","m3",{"$f":"+ROUND(1.44*0.25*8,1)","v":2.9}]
[]
["F.1.3.12",null,"Mass concrete for brickwork infills","m3",{"$f":"+ROUND(0.11*0.11*4*8,1)","v":0.4}]
[]
[null,null,"Class 25/19 MPa Concrete for:"]
[]
["F.1.3.13",null,"RC Pad Foundations","m3",{"$f":"+ROUND(1.2*1.2*0.4*8,1)","v":4.6}]
[]
["F.1.3.14",null,"RC Ground Beams and Stub Columns","m3",{"$f":"ROUND(0.4*4.6*2*8,1)","v":29.4}]
[]
["F.1.3.15",null,"RC Beams for Roller Shutter Doors","m3",{"$f":"+ROUND(4*0.23*0.45*2,1)","v":0.8}]
[]
["F.1.3.16",null,"RC Surface Beds","m3",{"$f":"+ROUND((16.779*0.15)+(22.73*0.35)+(8.73*0.25),1)","v":12.7}]
[]
["F.1.3.17",null,"RC Apron Slabs","m3",{"$f":"+ROUND(35.145*0.125,1)","v":4.4}]
[]
["F.1.3.18",null,"RC Pump and JoJo Tank Plinths","m3",{"$f":"ROUND((2.8*2.8*0.35)+(0.8*0.8*0.35),1)","v":{"v":3,"d":"3.0"}}]
[]
["F.1.3.19",null,"Class 30/19 MPa Concrete with waterproofing admixture (\"Admix\" by Xypex or similar approved) for top of rib and block roof slab","m3",{"$f":"+ROUND(47.716*0.06,1)","v":2.9}]
[]
[null,"8.4.4","Unformed Surface Finishes"]
[]
["F.1.3.20",null,"a) Wood-Floated Finish to aprons, plinths, roof slab, support beams etc.","m2",{"$f":"ROUND(47.8+(2.8*2.8)+(0.8*0.8)+7+35.2,1)","v":98.5}]
[]
["F.1.3.21",null,"c) Power-floated finish to top of RC surface beds","m2",{"$f":"16.8+8.8","v":25.6}]
[]
[null,8.5,"Joints:"]
[]
[null,null,"Key-less Saw-Cut Joint as per Detail 13 on Drg D34843.00C-134-07"]
[]
["F.1.3.22",null,"40 x 3mm thick initial saw-cut not later than 2 days of casting ","m",{"v":8,"d":"8.0"}]
[]
["F.1.3.23",null,"20 x 8 mm thick reaming out of saw-cut 21 days after casting","m",{"$f":"E127","v":{"v":8,"d":"8.0"}}]
[]
["F.1.3.24",null,"10mm Ø Bond-Breaking Cord (\"Duracord\" by ABE or similar approved)","m",{"$f":"E129","v":{"v":8,"d":"8.0"}}]
[]
["F.1.3.25",null,"Plug 10 x 8 mm void with approved polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"$f":"E131","v":{"v":8,"d":"8.0"}}]
[]
["CARRIED FORWARD:"]
["BROUGHT FORWARD:"]
[]
[null,null,"Keyed Construction Joint as per Detail 14 on Drg D34843.00C-134-07"]
[]
["F.1.3.26",null,"30 x 20 mm Key Joint Between Panels","m",{"$f":"13+(1.1*4)+2+4","v":23.4}]
[]
["F.1.3.27",null,"20 x 8 mm thick reaming out of saw-cut 21 days after casting","m",{"$f":"E140","v":23.4}]
[]
["F.1.3.28",null,"10mm Ø Bond-Breaking Cord (\"Duracord\" by ABE or similar approved)","m",{"$f":"E142","v":23.4}]
[]
["F.1.3.29",null,"Plug 10 x 8 mm void with approved polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"$f":"E144","v":23.4}]
[]
[null,null,"Isolation Joint as per Detail 15 on Drg D34843.00C-134-07"]
[]
["F.1.3.30",null,"350 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",{"$f":"8.1+2.8+7.9","v":{"v":18.799999999999997,"d":"18.8"}}]
[]
["F.1.3.31",null,"250 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",8.1]
[]
["F.1.3.32",null,"150 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",{"$f":"1.9+10.1+1.2","v":13.2}]
[]
["F.1.3.33",null,"100 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",34.3]
[]
["F.1.3.34",null,"Plug 10 x 10 mm void with approved polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"$f":"SUM(E150:E156)","v":{"v":74.39999999999999,"d":"74.4"}}]
[]
[null,null,"Slip Joints:"]
[]
["F.1.3.35",null,"2No. Layers of 3-ply malthoid in 230mm thick brickwork wall for roller shutter doors","m",{"$f":"+ROUND(0.88*2,1)","v":1.8}]
[]
["F.1.3.36",null,"2No. Layers of 3-ply malthoid in 110mm thick brickwork upstand on roof slab","m",32.6]
[]
["F.1.3.37",8.6,"Supply and install 200mm thick \"Rib and Block\" Slab complete with mild steel lattice girders in accordance with supplier recommendations","m2",{"v":52,"d":"52.0"}]
[]
["CARRIED FORWARD:"]
["BROUGHT FORWARD:"]
[]
["F.1.4",null,"BUILDING WORKS:"]
[]
["F.1.4.1","PS.28","230mm Thick Double-Skin Load-Bearing NFX Clay Foundation Brickwork with 14 MPa Compressive Strength Jointed in Class II Mortar. Rate to include for \"Brickseal\" and Brickforce every third course.","m2",{"$f":"+(4.5*1*2)+(12.6*1*2)","v":34.2}]
[]
["F.1.4.2","PS.28","230mm Thick Double-Skin Load-Bearing Clay Facebrick with 14 MPa Compressive Strength Jointed in Class II Mortar. Rate to include for \"Brickseal\" and Brickforce every third course.","m2",{"$f":"+(4.5*3.6*2)+(12.6*3.6*2)","v":{"v":123.12,"d":"123.1"}},{"$nulls":5},1525]
[]
["F.1.4.3",null,"150 x 230mm thick air bricks","No.",{"$f":"34*2","v":{"v":68,"d":"68.0"}}]
[]
["F.1.4.4",null,"250 micron \"Gunplas\" DPC Layer beneath surface beds and apron slabs. Soil poisoning beneath where applicable.","m2",{"v":94,"d":"94.0"},{"$nulls":5},55.301400006]
[]
["F.1.4.5","PS.XX","Supply and Install 2000 high x 940mm wide Galvanised Steel Security Door with 500 x 500 Louvre at bottom of door (Trox Technic or similar approved)","No.",{"v":2,"d":"2.0"}]
[]
["F.1.4.6","PS.XX","Supply and Install 2500 high x 3000mm wide Galvanised Steel Manually operated roller shutter door","No.",{"v":2,"d":"2.0"}]
[]
["F.1.4.7",null,"DN100 epoxy-coated cast iron/ductile iron full bore outlet cast into surface bed and roof slab with 90 degree outlet (Saint-Gobain or similar approved)","No.",{"v":3,"d":"3.0"}]
[]
["F.1.4.8",null,"DN110 uPVC pipe for downpipes and buried stormwater outlet complete with all bends and junctons","m",{"v":12,"d":"12.0"}]
[]
["F.1.4.9",null,"Supply and Install 10 kℓ capacity UV-resistant plastic water tank (JoJo tanks or similar approved) C/W inlet, outlet and overflow connections and tie-down bolts","No.",{"v":1,"d":"1.0"}]
[]
["F.1.4.10","PS.36.2","Supply and Install \"Torch-On\" Waterproofing Membrane (Derbit SP FR or similar approved) with 10-year warranty including for primer and overcoat in line with supplier recommendations","m2",55.3]
[]
["F.1.4.11","PS.36.2","Supply and Install waterproofing membrane in bunded area (\"Cemflex\" by Sika or similar approved) including for all primers and overcoats","m2",{"$f":"ROUND(2.85*7.4,1)","v":21.1}]
[]
["TOTAL SCHEDULE F.1 CARRIED FORWARD TO SUMMARY"]
[]
["F.2",null,"BYPASS ISOLATION VALVE"]
[]
["F.2.1","SANS 1200 C","SITE CLEARANCE"]
[]
["F.2.1.1","8.2.1","Clear and Grub Site for Bypass Isolation Valve Chamber","m2",{"$f":"ROUND(2.8*2.4,1)","v":6.7}]
[]
["F.2.1.2","PSC 8.2.10","Remove 150mm thick (nominal) layer of topsoil, reinstate or spread on site in designated areas","m2",{"$f":"E201","v":6.7}]
[]
["F.2.1.3","PSC 8.2.13","Break out 600 x 600mm hole in existing 230mm thick chlorine contact tank wall for new scour pipe","No.",{"v":1,"d":"1.0"}]
[]
["F.2.1.4","PSC.8.2.7","Dismantle and remove existing DN300 Asbestos Cement (Class C) pipeline","m",{"v":4,"d":"4.0"}]
[]
["F.2.2","SANS 1200 D","EARTHWORKS"]
[]
["F.2.2.1","8.3.2","a) Excavation in all materials for bypass isolation valve chamber, use for embankment or backfill or spread on site in designated areas","m3",{"$f":"ROUND(2.8*2.4*2+(6*2*0.9),1)","v":24.2}]
[]
["F.2.2.2","PSD 8.3.14","Profile, spread, rip, recompact & test in situ material to 93% MOD AASHTO in 150 mm thick layers","m3",{"$f":"ROUND(2.4*2.8*0.15,1)","v":{"v":1,"d":"1.0"}}]
[]
["F.2.3","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["F.2.3.1","8.2.1","Rough Vertical Formwork to Chamber Base Slab & Blinding Layer","m2",{"$f":"+ROUND((2.4*0.3*2)+(2.8*0.3*2),1)","v":3.1}]
[]
[null,"8.2.2","Smooth Formwork"]
[]
[null,null,"Vertical To:"]
[]
["F.2.3.2",null,"Chamber Walls","m2",{"$f":"+ROUND((1.5*2.8*2)+(1.5*2.4*2)+(1.5*2.3*2)+(1.5*1.9*2),1)","v":28.2}]
[]
["F.2.3.3",null,"Chamber Roof Slab","m2",{"$f":"+ROUND((2.4*0.2*2)+(2.8*0.2*2),1)","v":2.1}]
[]
[null,null,"Horizontal To:"]
[]
["F.2.3.4",null,"Underside of Chamber Roof Slab","m2",{"$f":"+ROUND(2.4*1.9,1)","v":4.6}]
[]
[]
["CARRIED FORWARD:"]
["BROUGHT FORWARD:"]
[]
[null,"PSG 8.2.6","Box-Out Holes / Form Voids"]
[]
[null,null,"a) Small, circular, of diameter up to and including 0.35m, up to and including 0.5m deep for:"]
[]
["F.2.3.5",null,"DN300 Stainless Steel Puddle Pipes Through 250mm thick RC Walls","No.",{"v":3,"d":"3.0"}]
[]
["F.2.3.6",null,"DN315 x 600 mm Long PVC Pipe for Drainage Sump (PVC Pipe to be included in tendered rate)","No.",{"v":1,"d":"1.0"}]
[]
["F.2.3.7",null,"d) 600 x 600 opening for manhole cover","No.",{"v":1,"d":"1.0"}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["F.2.3.8","8.3.1","High Tensile Steel Bars","t",{"$f":"+ROUND((2.4*2.8*0.13)+(2.35*1.5*0.15),1)","v":1.4}]
[]
["F.2.3.9","PSG 8.3.2","Mesh Ref. 395 (minimum 300mm overlap between panels)","m2",{"$f":"+ROUND(2.4*2.8*2,1)","v":13.4}]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
["F.2.3.10","8.4.2","Class 15/19 MPa Concrete Blinding Layer Beneath Chamber base slab","m3",{"$f":"+ROUND(2.4*2.8*0.05,1)","v":0.3}]
[]
["F.2.3.11","8.4.3","Class 30/19 MPa Concrete for Base Slab, Walls and Roof Slab","m3",{"$f":"+ROUND((2.4*2.8*0.25)+(2.35*1.5)+(2.4*2.8*0.2),1)","v":6.5}]
[]
["F.2.3.12","8.4.4","a) Wood-Floated Finish to top of walls and roof slab","m2",{"$f":"+ROUND(2.35+(2.4*2.8),1)","v":9.1}]
[]
[null,8.5,"Joints:"]
[]
["F.2.3.13",null,"2No. Layers of 3-ply malthoid between top of walls and underside of roof slab","m",9.4]
[]
["F.2.3.14",8.7,"Grouting of box-out in chlorine contact chamber wall","Sum",{"v":1,"d":"1.0"}]
{"$rows_empty":7}
["CARRIED FORWARD:"]
["BROUGHT FORWARD:"]
[]
[null,null,"Sundry Items:"]
[]
["F.2.3.15",null,"Supply and Install 2000 mm Long (nominal) Gr 304 Stainless Steel Cat Ladder C/W hoops, rungs, stringers and bolts as per detail 1 on Drg D34843,00C-134-07.","Sum",{"v":1,"d":"1.0"}]
[]
["F.2.3.16",null,"Supply and Install 600 x 600mm Medium Duty Polymer Manhole Cover and Frame (Maverick Trading or similar approved)","No.",{"v":1,"d":"1.0"}]
[]
["F.2.3.16",null,"Supply, install and paint type 5B belltobie manhole covers","No.",{"v":2,"d":"2.0"}]
[]
["F.2.4","SANS 1200 L","MEDIUM PRESSURE PIPELINES"]
[]
[null,"8.2.5","Supply and Place Pipes, Valves and Specials (Short Pipe Runs)"]
[]
[null,null,"Note the following:"]
[]
[null,null,"(a) All stainless steel pipework to Gr 304 and to have minimum wall thickness of 6mm"]
[]
[null,null,"(b) All Flanges to be \"Raised Face\" to Table 1600/3 of SANS 1123"]
[]
[null,null,"(c) Nominal Pressure Rating = 16 bar"]
[]
[null,null,"(d) 3mm thick spiral wound ring gaskets (\"Maxiflex\" by Klinger or similar approved) to be used between all flanged connections"]
[]
["F.2.4.1",null,"Item 1 - DN300 x 2000mm Long (nominal) Gr 304 Stainless Steel Pipe with plain ends and cut to suit site conditions","No.",{"v":1,"d":"1.0"}]
[]
["F.2.4.2",null,"Item 2 - DN300 Flexible Step Coupling for Stainless Steel Pipes","No.",{"v":1,"d":"1.0"}]
[]
["F.2.4.3",null,"Item 3 - DN300 x 1200mm Long Gr 304 Stainless Steel Puddle Pipe Flanged One End","No.",{"v":2,"d":"2.0"}]
[]
["F.2.4.4",null,"Item 4 - DN300 Flanged Gr 304 Stainless Steel Equal Tee (C/F = 460mm)","No.",{"v":1,"d":"1.0"}]
[]
["F.2.4.5",null,"Item 5 - DN300 Flanged Metal-seated Wedge Gate Valve with Cap-Top","No.",{"v":2,"d":"2.0"}]
[]
["CARRIED FORWARD:"]
["BROUGHT FORWARD:"]
[]
["F.2.4.6",null,"Item 6 - DN300 Flange Adaptor for Stainless Steel Pipe","No.",{"v":1,"d":"1.0"}]
[]
["F.2.5","SANS 1200 LD","SEWERS"]
[]
["F.2.5.1","8.2.11","Tie-In to existing 1000mm diameter precast concrete ring manhole upstream of bypass isolation valve","Sum",{"v":1,"d":"1.0"}]
{"$rows_empty":44}
["TOTAL SCHEDULE F.2 CARRIED FORWARD TO SUMMARY"]
[]
["F.3",null,"CHLORINE CONTACT TANK SCOUR SUMP PUMP STATION"]
[]
["F.3.1","SANS 1200 C","SITE CLEARANCE"]
[]
["F.3.1.1","8.2.1","Clear and Grub for chlorine contact tank scour sump and chamber","m2",{"$f":"ROUND(3.55*2+(0.5*0.5),1)","v":7.4}]
[]
["F.3.1.2","PSC.8.2.10","Remove 150mm thick (nominal) layer of topsoil, reinstate or spread on site in designated areas","m2",{"$f":"E372","v":7.4}]
[]
["F.3.1.3","PSC 8.2.13","Break out 500 x 500mm hole in existing 230mm thick chlorine contact tank wall for new scour pipe","No.",{"v":1,"d":"1.0"}]
[]
["F.3.2","SANS 1200 D","EARTHWORKS"]
[]
["F.3.2.1","8.3.3","a) Restricted Excavation in all materials for inlet works foundations up to a maximum depth of 3.0 m below ground level, use for embankment, spread on site in designated areas or backfill","m3",{"$f":"ROUND(3.55*2*3,1)","v":21.3}]
[]
["F.3.2.2",null,"b) Extra-Over Item F.3.2.1 above for:"]
[]
["F.3.2.3",null,"1) Intermediate Excavation","m3",{"v":5,"d":"5.0"}]
[]
["F.3.2.4",null,"2) Hard Rock Excavation","m3",{"v":2,"d":"2.0"}]
[]
["F.3.2.5","PSD 8.3.7","Design, Supply, Provision and maintenance of Lateral Support for the duration of construction activities","Sum",{"v":1,"d":"1.0"}]
[]
["F.3.2.6","PSD 8.3.14","Profile, spread, rip, recompact & test in situ material to 93% MOD AASHTO in 150 mm thick layers","m3",{"$f":"ROUND(3.55*2*0.15,1)","v":1.1}]
[]
["F.3.3","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["F.3.3.1","8.2.1","Rough Vertical Formwork for RC Base Slabs, Blinding and Valve Pedestal","m2",{"$f":"+ROUND((2*0.3*4)+(1.55*0.3*2)+(2*0.3)+(0.4*0.2*4),1)","v":4.3}]
[]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,"8.2.2","Smooth Formwork"]
[]
[null,null,"Vertical To:"]
[]
["F.3.3.2",null,"Sump and Chamber Walls","m2",{"$f":"+ROUND((1.5*2.8*4)+(1.5*1*2)+(1.3*1*2)+(2*2.8*4)+(1*2)+(1.55*1*2),1)","v":49.9}]
[]
["F.3.3.3",null,"Sides of Sump and Chamber Roof Slab","m2",{"$f":"+ROUND((3.55*0.2*2)+(2*0.2*2),1)","v":2.2}]
[]
[null,null,"Horizontal To:"]
[]
["F.3.3.4",null,"Underside of Sump and Chamber Roof Slab","m2",{"$f":"+ROUND(3.55*2,1)","v":7.1}]
[]
[null,"PSG 8.2.6","Box-Out Holes / Form Voids"]
[]
[null,null,"a) Small, circular, of diameter up to and including 0.35m, up to and including 0.5m deep for:"]
[]
["F.3.3.5",null,"DN100 Stainless Steel Puddle Pipes Through 250mm thick RC Walls","No.",{"v":2,"d":"2.0"}]
[]
["F.3.3.6",null,"DN150 Stainless steel puddle pipe through 250mm thick RC wall","No.",{"v":1,"d":"1.0"}]
[]
[null,null,"d) Large, other than circular, of area over 0.1m2 and up to and including 1.0 m2"]
[]
["F.3.3.7",null,"600 x 600 x 200mm thick opening for manhole cover","No.",{"v":1,"d":"1.0"}]
[]
["F.3.3.8",null,"1000 x 1000 x 200mm thick opening for grate","No.",{"v":1,"d":"1.0"}]
[]
["F.3.3.9","PSG 8.2.7","Shuttering for Pipe penetration through existing 230mm thick brickwork wall","No.",{"v":1,"d":"1.0"}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["F.3.3.10","8.3.1","High Tensile Steel Bars","t",{"$f":"+ROUND(((3.55*2*0.25)*0.135)+(((1.75*2.8)+(1.15*1))*0.15),1)","v":1.1}]
[]
["F.3.3.11","PSG 8.3.2","Mesh Ref. 395 (minimum 300mm overlap between panels)","m2",{"$f":"+ROUND(3.55*2*2,1)","v":14.2}]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
["F.3.3.12",null,"Class 15/19 MPa Concrete Blinding Layer and concrete pedestals","m3",{"$f":"+ROUND((3.55*2*0.05)+(0.4*0.4*0.2)+(0.05*1*0.5),1)","v":0.4}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["F.3.3.13","8.4.3","Class 30/19 MPa Concrete for Base Slab, Walls and Roof Slab","m3",{"$f":"+ROUND((3.55*2*0.25)+(1.75*2.8)+(1.15*1)+(5.74*0.2),1)","v":{"v":9,"d":"9.0"}}]
[]
["F.3.3.14","8.4.4","a) Wood-Floated Finish to top of walls and roof slab","m2",{"$f":"+ROUND(1.75+1.15+5.74,1)","v":8.6}]
[]
[null,8.5,"Joints:"]
[]
["F.3.3.15",null,"2No. Layers of 3-ply malthoid between top of walls and underside of roof slab","m",{"$f":"ROUND((1.75*4)+(1.55*4),1)","v":13.2}]
[]
["F.3.3.16",null,"Self-Adhesive Swellable Water Stop for base-to-wall joint (Kuniseal D31-DS by Xypex or similar approved)","m",{"$f":"ROUND(1.75*4,1)","v":{"v":7,"d":"7.0"}}]
[]
["F.3.3.17",8.7,"Grouting of box-out through brickwork wall with approved 50 MPa Non-shrink grout","Sum",{"v":1,"d":"1.0"}]
[]
["F.3.4","SANS 1200 L","MEDIUM PRESSURE PIPELINES"]
[]
[null,"8.2.5","Supply and Place Pipes, Valves and Specials (Short Pipe Runs)"]
[]
[null,null,"Note the following:"]
[]
[null,null,"(a) All stainless steel pipework to Gr 304 and to have minimum wall thickness of 6mm"]
[]
[null,null,"(b) All Flanges to be \"Raised Face\" to Table 1600/3 of SANS 1123"]
[]
[null,null,"(c) Nominal Pressure Rating = 16 bar"]
[]
[null,null,"(d) 3mm thick spiral wound ring gaskets (\"Maxiflex\" by Klinger or similar approved) to be used between all flanged connections"]
[]
["F.3.4.1",null,"Item 1 - DN150 x 1200mm Long Gr 304 Stainless Steel Pipe flanged one end with half puddle welded around","No.",{"v":1,"d":"1.0"}]
[]
["F.3.4.2",null,"Item 2 - DN150 Flanged Metal-seated wedge gate valve with cap-top","No.",{"v":1,"d":"1.0"}]
[]
["F.3.4.3",null,"Item 3 - DN150 Flange Adaptor","No.",{"v":1,"d":"1.0"}]
[]
["F.3.4.4",null,"Item 4 - DN150 x 1200mm Long Gr 304 Stainless Steel puddle pipe with plain ends","No.",{"v":1,"d":"1.0"}]
[]
["F.3.4.5",null,"Item 6 - DN100 x 1100mm Long Gr 304 Stainless Steel pipe flanged both ends","No.",{"v":1,"d":"1.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["F.3.4.6",null,"Item 7 - DN100 x 90 deg Medium Radius Gr 304 Stainless Steel Bend flanged both ends with C/F = 280mm and R = 200mm","No.",{"v":2,"d":"2.0"}]
[]
["F.3.4.7",null,"Item 8 - DN100 x 800mm Long Gr 304 Stainless Steel puddle pipe flanged one end","No.",{"v":1,"d":"1.0"}]
[]
["F.3.4.8",null,"Item 9 - DN100 Flange Adaptor","No.",{"v":1,"d":"1.0"}]
[]
["F.3.4.9",null,"Item 10 - DN100 Epoxy-coated cast iron swing check valve with lever arm and counterweight","No.",{"v":1,"d":"1.0"}]
[]
["F.3.4.10",null,"Item 11 - DN100 Flanged Metal-seated wedge gate valve with cap-top","No.",{"v":1,"d":"1.0"}]
[]
["F.3.4.11",null,"Item 12 - DN100 x 900mm Long Gr 304 Stainless Steel puddle pipe flanged both ends","No.",{"v":1,"d":"1.0"}]
[]
["F.3.4.12",null,"Item 13 - DN110 Buttwelded HDPe Stub with Stainless Steel Backing Flange","No.",{"v":1,"d":"1.0"}]
[]
["F.3.4.13","PSL 8.2.14","Construct Belltobie type valve chamber to nominal depth of 2.0m below ground level including for all clearance, excavation, compaction, concrete pedestal, precast concrete valve spacers, concrete collar, No.5 valve cover etc. complete as per detail.","No.",{"v":1,"d":"1.0"}]
[]
["F.3.5",null,"SUNDRIES:"]
[]
["F.3.5.1",null,"Supply and Install 3000 mm Long (nominal) Gr 304 Stainless Steel Cat Ladder C/W hoops, rungs, stringers and bolts as per detail 1 on Drg D34843.00-134-07.","Sum",{"v":1,"d":"1.0"}]
[]
["F.3.5.2",null,"Supply and Install 1000 x 1000mm FRP Grated Cover (Fibre-grate or similar approved) C/W G.M.S frame with fishtail lugs welded on and Type \"M\" clips at 200mm spacing","No.",{"v":1,"d":"1.0"}]
[]
["F.3.5.3",null,"Supply and Install 600 x 600mm Medium Duty Polymer Manhole Cover and Frame (Maverick Trading or similar approved)","No.",{"v":1,"d":"1.0"}]
[]
["F.3.5.4",null,"4000mm Long (nominal) Gr 304 Stainless Steel Slack Chain and Y-hook cast into RC Sump Wall","Sum",{"v":1,"d":"1.0"}]
[]
["F.3.5.5",null,"Gr 304 Stainless Steel Pipe brackets, complete as per Detail 4 on Drg D34843-00C-134-07.","No.",{"v":2,"d":"2.0"}]
[]
["TOTAL SCHEDULE F.3 CARRIED FORWARD TO SUMMARY"]

{"sheet":"F-Sum","index":9,"n_rows":12,"n_cols":6,"rows_kept":12,"merged":[[0,1,0,5],[1,0,1,5],[2,0,2,5],[3,1,3,4],[4,0,4,5],[5,1,5,4],[6,0,6,5],[7,1,7,4],[8,0,8,5],[9,1,9,4],[10,0,10,5],[11,1,11,4]]}
[null,"SCHEDULE F: UPGRADES TO DISINFECTION FACILITIES"]
["SUMMARY OF SECTIONS - SCHEDULE F"]
[]
["SECTION","DESCRIPTION",{"$nulls":3},"AMOUNT"]
[]
["F.1","SODIUM HYPOCHLORITE GENERATION FACILITY"]
[]
["F.2","BYPASS ISOLATION VALVE"]
[]
["F.3","CHLORINE CONTACT TANK SCOUR SUMP PUMP STATION"]
[]
["F","TOTAL SCHEDULE F CARRIED FORWARD TO SUMMARY PAGE\n(F.1 + F.2 + F.3)"]

{"sheet":"G","index":10,"n_rows":340,"n_cols":7,"rows_kept":340,"merged":[[0,2,0,6],[49,0,49,5],[91,0,91,5],[92,0,92,5],[136,0,136,5],[182,0,182,5],[183,0,183,5],[226,0,226,5],[271,0,271,5],[314,0,314,5],[315,0,315,5],[339,0,339,5]]}
[null,null,"SCHEDULE G: WWTW PIPELINES AND MANHOLES"]
["ITEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["G.1","SANS 1200 C","SITE CLEARANCE"]
[]
["G.1.1","8.2.1","Clear and Grub for pipe trenches (2m width)","m",{"$f":"ROUNDUP(SUM(E143:E155),0)","v":{"v":2054,"d":"2,054.0"}}]
[]
["G.1.2","PSC 8.2.10","Remove 150mm thick (nominal) layer of topsoil, reinstate or spread on site in designated areas","m2",{"$f":"+E6*2","v":{"v":4108,"d":"4,108.0"}}]
[]
[null,"PSC 8.2.7","Dismantle and remove pipework and valves and dispose in approved dump site:"]
[]
["G.1.3",null,"DN300 Asbestos Cement Pipelines","m",{"v":12,"d":"12.0"}]
[]
["G.1.4",null,"DN150 Asbestos Cement Pipelines","m",{"$f":"ROUNDUP(31.45+42,0)","v":{"v":74,"d":"74.0"}}]
[]
["G.1.5","PSC 8.2.17","Breaking Out of Reinforced Concrete Walkways, Apron Slabs etc.","m3",{"v":25,"d":"25.0"}]
[]
["G.1.6","PSC 8.2.15","Removal of asphalt surfacing of nominal 50mm thickness from existing access road with diamond saw","m2",{"$f":"(9+9+7+7.5+6)*1.2","v":{"v":46.199999999999996,"d":"46.2"}}]
{"$rows_empty":31}
["TOTAL SCHEDULE G.1 CARRIED FORWARD TO SUMMARY"]
[]
["G.2","SANS 1200 DB","EARTHWORKS (PIPE TRENCHES)"]
[]
[null,"PSDB 8.3.2","Excavation:"]
[]
[null,null,"a) Excavation in all materials for pipe diameters up to 200mm diameter for trenches of width up to & including 1.8 m, backfill in layers not exceeding 300 mm thickness, compact to 90% MOD AASHTO and dispose of surplus material for all pipe diameters in the following depth categories:"]
[]
["G.2.1",null,"Over 0.0 m but not exceeding 1.5 m","m",{"$f":"ROUND($E$6*65%,0)","v":{"v":1335,"d":"1,335.0"}}]
[]
["G.2.2",null,"Over 1.5 m but not exceeding 3.0 m","m",{"$f":"ROUND($E$6*35%,0)","v":{"v":719,"d":"719.0"}}]
[]
[null,null,"b) Extra Over Items G.2.1 & G.2.2 for:"]
[]
["G.2.3",null,"1) Intermediate Material (provisional)","m3",{"$f":"+(($E$58*1.25)+($E$60*2.5))*10%","v":{"v":346.625,"d":"346.6"}}]
[]
["G.2.4",null,"2) Hard Rock Material (provisional)","m3",{"$f":"+(($E$58*1.25)+($E$60*2.5))*1.5%","v":{"v":51.99375,"d":"52.0"}}]
[]
[null,"8.3.3","Excavation Ancilliaries:"]
[]
[null,"8.3.3.1","Make up deficiency in backfill material (Provisional):"]
[]
["G.2.5",null,"a) From other necessary excavations on site","m3",{"$f":"+SUM($E$64:$E$66)*65%","v":{"v":259.1021875,"d":"259.1"}}]
[]
["G.2.6",null,"b) By importation from designated borrow pits","m3",{"$f":"+SUM($E$64:$E$66)*30%","v":{"v":119.585625,"d":"119.6"}}]
[]
["G.2.7",null,"c) By importation from commercial or off-site sources selected by the Contractor","m3",{"v":10,"d":"10.0"}]
[]
[null,"PSD 8.3.4","Particular Items:"]
[]
[null,null,"a) Shore Trench Opposite a structure or service for the following depth categories (provisional):"]
[]
["G.2.8",null,"Over 0.0 m and less than 1.5 m depth","m",{"v":40,"d":"40.0"}]
[]
["G.2.9",null,"Over 0.0 m and less than 3.0 m depth","m",{"v":20,"d":"20.0"}]
[]
[null,null,"c) Road Crossings:"]
[]
["G.2.10",null,"Supply only of Portland Cement (Stabilising Agent)","kg",{"$f":"+E90*2200*5%","v":{"v":6352.5,"d":"6,352.5"}}]
[]
["G.2.11",null,"Supply only of suitable G8 material for soilcrete layers from other scheduled excavations, borrow-pits or commercial / off site sources","m3",{"$f":"E18*1.25","v":{"v":57.74999999999999,"d":"57.8"}}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["G.2.12",null,"Mixing, Spreading and compaction of soilcrete mixture to 93% MOD AASTO in maximum 150mm thick layers","m3",{"$f":"E90","v":{"v":57.74999999999999,"d":"57.8"}}]
[]
[null,null,"Supply of PVC Cable Ducts for Pipe Sleeves:"]
[]
["G.2.13",null,"DN315","m",{"v":12,"d":"12.0"}]
[]
["G.2.14",null,"DN250","m",{"v":12,"d":"12.0"}]
[]
["G.2.15",null,"DN160","m",{"$f":"12+10","v":{"v":22,"d":"22.0"}}]
[]
[null,"PSD 8.3.5","Existing Services that intersect or adjoin a pipe trench:"]
[]
["G.2.16",null,"a) Services that intersect a trench","No.",{"v":60,"d":"60.0"}]
[]
["G.2.17",null,"b) Services that adjoin a trench","m",{"v":100,"d":"100.0"}]
[]
[null,"8.3.6","Finishings:"]
[]
["G.2.18","8.3.6.1","c) Reinstate Asphalt of 50mm thickness in roadways","m2",{"$f":"E18","v":{"v":46.199999999999996,"d":"46.2"}}]
[]
[null,null,"d) Road Crossings:"]
[]
["G.2.19",null,"Import, spread, compact and test G2 material to 98% MOD AASHTO from commercial sources","m3",{"$f":"ROUND(E113*0.3,1)","v":13.9}]
[]
["G.2.20",null,"Import, spread, compact and test G5 material to 95% MOD AASHTO from commercial sources","m3",{"$f":"E117","v":13.9}]
[]
["G.2.21",null,"Import, spread, compact and test G7 material to 93% MOD AASHTO from borrow-pits or commercial sources","m3",{"$f":"E119","v":13.9}]
{"$rows_empty":15}
["TOTAL SCHEDULE G.2 CARRIED FORWARD TO SUMMARY"]
[]
["G.3","SANS 1200 L","MEDIUM PRESSURE PIPELINES"]
[]
["G.3.1","PSL 8.2.1","Supply, Lay, Bed, Test and Disinfect Pipes complete with couplings:"]
[]
["G.3.1.1",null,"DN200 Buttwelded HDPe Pipe (PN10) to SANS ISO 4427","m",{"$f":"+ROUNDUP((213+211+115)*110%,0)","v":{"v":593,"d":"593.0"}}]
[]
["G.3.1.2",null,"DN160 Buttwelded HDPe Pipe (PN10) to SANS ISO 4427","m",{"$f":"+ROUNDUP(85*110%,0)","v":{"v":94,"d":"94.0"}}]
[]
["G.3.1.3",null,"DN110 Buttwelded HDPe Pipe (PN10) to SANS ISO 4427","m",{"$f":"ROUNDUP((362+30)*110%,0)","v":{"v":432,"d":"432.0"}}]
[]
["G.3.1.4",null,"DN90 Buttwelded HDPe Pipe (PN10) to SANS ISO 4427","m",{"$f":"ROUNDUP((176)*115%,0)","v":{"v":203,"d":"203.0"}}]
[]
["G.3.1.5",null,"DN63 HDPe Pipe (PN10) to SANS ISO 4427 C/W PN16 Compression Couplings","m",{"$f":"ROUND((59)*115%,0)","v":{"v":68,"d":"68.0"}}]
[]
["G.3.1.6",null,"DN50 HDPe Pipe (PN10) to SANS ISO 4427 C/W PN16 Compression Couplings","m",{"$f":"ROUND((53+7+35)*115%,0)","v":{"v":109,"d":"109.0"}}]
[]
["G.3.1.7",null,"DN32 HDPe Pipe (PN10) to SANS ISO 4427 C/W PN16 Compression Couplings","m",{"$f":"ROUND((8+50+55+35+18+57+1+14+18+27+200)*115%,0)","v":{"v":555,"d":"555.0"}}]
[]
["G.3.2","8.2.2","Extra Over Item G.3.1 for the supplying, laying and bedding of specials C/W couplings (PN16): "]
[]
[null,null,"Fully Moulded Long-Radius HDPe Bends Suitable for Buttwelding:"]
[]
["G.3.2.1",null,"DN200 x 90 deg","No.",{"v":12,"d":"12.0"}]
[]
["G.3.2.2",null,"DN200 x 45 deg","No.",{"v":6,"d":"6.0"}]
[]
["G.3.2.3",null,"DN160 x 90 deg","No.",{"v":1,"d":"1.0"}]
[]
["G.3.2.4",null,"DN160 x 45 deg","No.",{"v":1,"d":"1.0"}]
[]
["G.3.2.5",null,"DN110 x 90 deg","No.",{"v":3,"d":"3.0"}]
[]
["G.3.2.6",null,"DN110 x 45 deg","No.",{"v":4,"d":"4.0"}]
[]
[null,null,"Long-Radius HDPe Mitre-type Special Bends suitable for buttwelding in the following angle categories:"]
[]
["G.3.2.7",null,"DN200 x (10 - 44 deg)","No.",{"v":4,"d":"4.0"}]
[]
["G.3.2.8",null,"DN200 x (46 - 89 deg)","No.",{"v":3,"d":"3.0"}]
[]
["G.3.2.9",null,"DN160 x (10 - 44 deg)","No.",{"v":2,"d":"2.0"}]
[]
["G.3.2.10",null,"DN160 x (46 - 89 deg)","No.",{"v":2,"d":"2.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,null,"HDPe Fittings for Second Class and Potable Water Pipelines (PN16):"]
[]
["G.3.2.11",null,"DN90 x DN63 Tee","No.",{"v":1,"d":"1.0"}]
[]
["G.3.2.12",null,"DN50 x DN32 Reducing Tee","No.",{"$f":"1+1+1","v":{"v":3,"d":"3.0"}}]
[]
["G.3.2.13",null,"DN63 x DN32 Reducing Tee","No.",{"v":1,"d":"1.0"}]
[]
["G.3.2.14",null,"DN50 x DN63 Enlarging Tee","No.",{"v":1,"d":"1.0"}]
[]
["G.3.2.15",null,"DN90 x DN32 Clamp Saddle Female","No.",{"v":1,"d":"1.0"}]
[]
["G.3.2.16",null,"DN90 x DN50 Reducer","No.",{"v":1,"d":"1.0"}]
[]
["G.3.2.17",null,"DN50 x DN32 Reducer","No.",{"v":2,"d":"2.0"}]
[]
["G.3.2.18",null,"DN32 HDPe Compression Male Adaptor","No.",{"v":1,"d":"1.0"}]
[]
[null,null,"Buttwelded HDPe Stubs with Stainless Steel Backing Flanges (PN16):"]
[]
["G.3.2.19",null,"DN200","No.",{"v":2,"d":"2.0"}]
[]
["G.3.2.20",null,"DN160","No.",{"v":1,"d":"1.0"}]
[]
["G.3.2.21",null,"DN110","No.",{"v":1,"d":"1.0"}]
[]
["G.3.3","PSL 8.2.11.b)","Anchor Blocks, Thurst Blocks & Pedestals:"]
[]
["G.3.3.1",null,"Class 20/19 MPa Concrete","m3",{"v":15,"d":"15.0"}]
[]
["G.3.3.2",null,"Rough Vertical Formwork","m2",{"v":50,"d":"50.0"}]
[]
["G.3.4","PSL 8.2.16","Install Concrete Pipe Markers Approximately 0.3 - 0.5m away from pipe centreline complete as per Detail 12 on Drg D34843-00C-134-07.\n\nRate to include for materials, excavation, painting, concrete encasement etc.","No.",{"$f":"+ROUNDUP(SUM(E143:E155)/50,0)","v":{"v":42,"d":"42.0"}}]
[]
["G.3.5","PSL 8.2.17","Construct standpipe complete as per detail 10 on Drg D34843-00C-134-07. Rate to include for all fittings, valves etc.","No.",{"v":8,"d":"8.0"}]
[]
[]
[]
[]
[]
[]
["TOTAL SCHEDULE G.3 CARRIED FORWARD TO SUMMARY:"]
[]
["G.4","SANS 1200LB","BEDDING (PIPES)"]
[]
[null,"PSLB 8.2.1","Provision of bedding from trench excavation (provisional):"]
[]
["G.4.1",null,"b) Selected Fill Material","m3",{"$f":"ROUNDUP(40%*((0.124*$E$155)+(0.142*($E$147+$E$149))+(0.152*($E$145+$E$282))+(0.16*($E$143+$E$280))+(0.183*$E$278)),1)","v":121.1}]
[]
[null,"PSL 8.2.2","Supply Only of bedding by Importation (note: all importation of bedding material, regardless of distance, shall be regarded as freehaul)"]
[]
[null,"PSLB\n8.2.2.1","From other necessary excavations (provisional):"]
[]
["G.4.2",null,"b) Selected Fill Material","m3",{"$f":"ROUNDUP(40%*(300),1)","v":{"v":120,"d":"120.0"}}]
[]
[null,"PSLB\n8.2.2.2","From borrow-pits (provisional):"]
[]
["G.4.3",null,"a) Selected granular material","m3",{"$f":"ROUNDUP(55%*440,1)","v":{"v":242,"d":"242.0"}}]
[]
["G.4.4",null,"b) Selected Fill Material","m3",{"$f":"ROUNDUP(20%*(300),1)","v":{"v":60,"d":"60.0"}}]
[]
[null,"PSLB\n8.2.2.3","From commercial sources (provisional):"]
[]
["G.4.5",null,"a) Selected granular material","m3",{"$f":"ROUNDUP(55%*(440),1)","v":{"v":242,"d":"242.0"}}]
[]
["G.4.6",null,"b) Selected Fill Material","m3",{"$f":"ROUNDUP(10%*(300),1)","v":{"v":30,"d":"30.0"}}]
[]
[null,"PSLB 8.2.4","Encasement of Pipes of OD between 32 - 355 mm: in Concrete (Provisional)"]
[]
["G.4.7",null,"a) Rough Vertical Formwork for Concrete Encasement","m2",{"v":25,"d":"25.0"}]
[]
["G.4.8",null,"b) Class 20 / 19 MPa Concrete (Allow for protective pipe wrapping)","m3",{"v":5,"d":"5.0"}]
{"$rows_empty":14}
["TOTAL SCHEDULE G.4 CARRIED FORWARD TO SUMMARY:"]
[]
["G.5","SANS 1200 LD","SEWERS"]
[]
["G.5.1","8.2.1","Supply, Lay, Joint, Bed and Test the following pipelines:"]
[]
["G.5.1.1",null,"DN315 Class 34 uPVC Pipe","m",{"$f":"+ROUNDUP(45*115%,0)","v":{"v":52,"d":"52.0"}}]
[]
["G.5.1.2",null,"DN200 Class 34 uPVC Pipe","m",{"$f":"E!E89","v":{"v":45,"d":"45.0"}}]
[]
["G.5.1.3",null,"DN160 Class 34 uPVC Pipe","m",{"$f":"ROUNDUP(42+38+32*110%,0)","v":{"v":116,"d":"116.0"}}]
[]
["G.5.2","8.2.3","Construct concrete manhole using 1000mm ND precast concrete rings complete as per Detail B on Drawing D34843.00C-133-01 including light duty cover and frame, excavation,  and Type 'A' benching etc. for the following depth categories:"]
[]
["G.5.2.1",null,"Over 0.0 m and less than 1.5 m deep","No.",{"v":6,"d":"6.0"}]
[]
["G.5.2.2",null,"Over 1.5 m and less than 2.5 m deep","No.",{"v":4,"d":"4.0"}]
[]
["G.5.2.3",null,"Over 2.5 m and less than 3.5 m deep","No.",{"v":2,"d":"2.0"}]
[]
["G.5.3","PS.27","Jetting / Clearing of Existing Sewer Pipelines (Including for all equipment and material):"]
[]
["G.5.3.1",null,"DN300 Asbestos Cement Pipelines","m",{"v":360,"d":"360.0"}]
[]
["G.5.3.2",null,"DN250 Asbestos Cement Pipelines","m",{"v":25,"d":"25.0"}]
[]
["G.5.3.3",null,"DN150 Asbestos Cement Pipelines","m",{"v":260,"d":"260.0"}]
[]
["G.5.4","PS.26","Unblocking and draining of Existing Silted / Clogged Sewer Manholes up to a diameter of 1500mm to a maximum depth of 4.0 m","No.",{"v":16,"d":"16.0"}]
{"$rows_empty":14}
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["G.5.5","8.2.11","Connection to Existing Sewers:"]
[]
["G.5.5.1",null,"Tie in to existing Humus Sludge sump at sludge pump station with DN200 x 1000mm Long Gr 304 Stainless steel puddle pipe (flanged one end). Rate to include for breaking out opening in sump, the cost of the pipe and making good with approved non-shrink grout","Sum",{"v":1,"d":"1.0"}]
[]
["G.5.5.2",null,"Tie in to existing Siphon dosing chamber with DN200 x 1000mm Long Gr 304 Stainless steel puddle pipe (flanged one end). Rate to include for breaking out opening in chamber, the cost of the pipe, removal of the existing asbestos pipe penetration and making good with approved non-shrink grout","Sum",{"v":1,"d":"1.0"}]
[]
["G.5.5.3",null,"Tie in to existing precast concrete ring manhole with new DN315 uPVC emergency overflow pipe. Rate to include for the breaking out of the opening and making good with non-shrink grout.","Sum",{"v":1,"d":"1.0"}]
[]
["G.5.5.4",null,"Tie in to existing precast concrete primary sludge sump inlet manhole with new DN200 uPVC Sludge Outlet Pipeline. Rate to include for breaking out of the opening and making good with non-shrink grout","Sum",{"v":1,"d":"1.0"}]
[]
["G.5.5.5",null,"Tie-in to existing precast concrete ring manhole at existing Sludge drying bed supernatant submersible pump station with DN100 x 1000mm Long Stainless steel puddle pipe (flanged one end). Rate to include for breaking out opening in sump / manhole, the cost of the pipe and making good with approved non-shrink grout.","Sum",{"v":1,"d":"1.0"}]
{"$rows_empty":11}
["TOTAL SCHEDULE G.5 CARRIED FORWARD TO SUMMARY:"]

{"sheet":"G-Sum","index":11,"n_rows":16,"n_cols":6,"rows_kept":16,"merged":[[0,1,0,5],[1,0,1,5],[2,0,2,5],[3,1,3,4],[4,0,4,5],[5,1,5,4],[6,0,6,5],[7,1,7,4],[8,0,8,5],[9,1,9,4],[10,0,10,5],[11,1,11,4],[12,0,12,5],[13,1,13,4],[14,0,14,5],[15,1,15,4]]}
[null,"SCHEDULE G: WWTW PIPELINES AND MANHOLES"]
["SUMMARY OF SECTIONS - SCHEDULE G"]
[]
["SECTION","DESCRIPTION",{"$nulls":3},"AMOUNT"]
[]
["G.1","SITE CLEARANCE"]
[]
["G.2","EARTHWORKS (PIPE TRENCHES)"]
[]
["G.3","MEDIUM PRESSURE PIPELINES"]
[]
["G.4","BEDDING (PIPES)"]
[]
["G.5","SEWERS"]
[]
["G","TOTAL SCHEDULE G CARRIED FORWARD TO SUMMARY PAGE\n(G.1 + G.2 + G.3 + G.4 + G.5)"]

{"sheet":"H","index":12,"n_rows":548,"n_cols":7,"rows_kept":548,"merged":[[0,0,0,6],[46,0,46,5],[47,0,47,5],[95,0,95,5],[141,0,141,5],[142,0,142,5],[182,0,182,5],[230,0,230,5],[231,0,231,5],[269,0,269,5],[270,0,270,5],[304,0,304,5],[345,0,345,5],[346,0,346,5],[393,0,393,5],[433,0,433,5],[434,0,434,5],[477,0,477,5],[478,0,478,5],[512,0,512,5],[513,0,513,5],[547,0,547,5]]}
["SCHEDULE H: REPAIRS, ALTERATIONS AND UPGRADES TO EMERGENCY OVERFLOW PONDS"]
["ITEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["H.1",null,"REHABILITATION OF OVERFLOW PONDS"]
[]
["H.1.1","SANS 1200 D","EARTHWORKS"]
[]
["H.1.1.1","8.3.2","a) Excavation in all materials and use for embankment or dispose","m3",{"v":100,"d":"100.0"}]
[]
[null,"PSD 8.3.4","Import, Spread, Compact and Test Material in layers no greater than 300mm thickness from commercial sources, borrow-pits or quarries:"]
[]
["H.1.1.2",null,"G5 Material to 95% MOD AASHTO","m3",{"$f":"+ROUND(E42*0.15,1)","v":121.4}]
[]
["H.1.2.3","PSD 8.3.14","Profile, spread, rip, recompact & test in situ material to 93% MOD AASHTO in 150 mm thick layers","m3",{"$f":"E12","v":121.4}]
[]
["H.1.2","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
[null,"8.2.1","Rough Formwork:"]
[]
["H.1.2.1",null,"Vertical To New RC Base Slab Panels of Overflow Ponds","m2",{"$f":"+ROUND((26+11+11+11+26+12+11+11+15+9+9+15+9+9)*0.25,1)","v":46.3}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["H.1.2.2","8.3.1","High Tensile Steel Bars","t",{"$f":"ROUND(0.1*E38,1)","v":16.2}]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
["H.1.2.3","8.4.2","Class 15/19 MPa Concrete Blinding Layer Beneath Foundations","m3",{"$f":"+ROUND(105%*((120.8*0.05)+(114.8*0.05)+(278.9*0.05)+(256.4*0.05)),1)","v":40.5}]
[]
["H.1.2.4","8.4.3","Class 35/19 MPa for new Concrete Base Slab","m3",{"$f":"+ROUND(105%*((120.8*0.2)+(114.8*0.2)+(278.9*0.2)+(256.4*0.2)),1)","v":161.9}]
[]
[null,"8.4.4","Unformed Surface Finishes"]
[]
["H.1.2.5",null,"a) Wood-floated finish to top of new concrete base slab","m2",{"$f":"ROUND(E38/0.2,1)","v":809.5}]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,8.5,"Construction Joint as per Detail 11 on Drg D34843-00C-143-07."]
[]
["H.1.2.6",null,"30 x 20 mm Keyed Joint Between Panels","m",{"$f":"+ROUND(E24/0.25,1)","v":185.2}]
[]
["H.1.2.7",null,"Apply 2 layers of approved bitumen-based bond breaker between panels","m",{"$f":"E52","v":185.2}]
[]
["H.1.2.8",null,"10mm Ø Bond-Breaking Cord (\"Duracord\" by ABE or similar approved)","m",{"$f":"E54","v":185.2}]
[]
["H.1.2.9",null,"Plug 10 x 8 mm void with approved polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"$f":"E56","v":185.2}]
[]
["H.1.2.10",null,"250 mm x 2 mm thick Sikadur Combiflex Bandage with Sikadur 31DW 2-part Epoxy Adhesive (Sika or similar approved)","m",{"$f":"E58","v":185.2}]
{"$rows_empty":35}
["TOTAL SCHEDULE H.1 CARRIED FORWARD TO SUMMARY:"]
[]
["H.2",null,"NEW OVERFLOW CHAMBERS:"]
[]
[null,null,"Refer to Drg D34843-00C-134-05:"]
[]
["H.2.1","SANS 1200 C","SITE CLEARANCE"]
[]
["H.2.1.1","PSC 8.2.17","Breaking Out of Reinforced Concrete Walkway and wall to accommodate overflow chamber","m3",{"$f":"ROUND(2.1*2*0.3*2*115%,1)*2","v":5.8}]
[]
["H.2.2","SANS 1200 D","EARTHWORKS"]
[]
["H.2.2.1","PSD 8.3.14","Profile, spread, rip, recompact & test in situ material to 93% MOD AASHTO in 150 mm thick layers","m3",{"$f":"ROUND(2.1*2*0.15,1)*2","v":1.2}]
[]
["H.2.3","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["H.2.3.1","8.2.1","Rough vertical formwork to chamber base slab","m2",{"$f":"+ROUND((2*0.2*2)+(2.1*0.2*2),1)*2","v":3.2}]
[]
["H.2.3.2","8.2.2","Smooth vertical formwork to Chamber RC Walls and Opening","m2",{"$f":"+ROUND(((1.6*2*2)+(1.6*2.1*2)+(1.6*1.6*2)+(1.6*1.5*2))*2,1)","v":46.1}]
[]
[null,"PSG 8.2.6","Box-Out Holes / Form Voids:"]
[]
["H.2.3.3",null,"a) DN300 x Stainless Steel Puddle Pipe Through Chamber and Overflow Pond Wall","No.",{"v":2,"d":"2.0"}]
[]
["H.2.3.4",null,"d) 1000 x 200 mm Inlet Void","No.",{"v":2,"d":"2.0"}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["H.2.3.5","8.3.1","High Tensile Steel Bars","t",{"$f":"+ROUND(0.18*E140,1)","v":1.2}]
[]
["H.2.3.6","PSG 8.3.2","Mesh Ref .395 (minimum 300mm overlap)","m2",{"$f":"ROUND(2.1*2*2,1)","v":8.4}]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
[null,"8.4.3","Strength Concrete:"]
[]
["H.2.3.7",null,"Class 30/19 MPa Concrete for Chamber Base Slab and Walls","m3",{"$f":"ROUND((1.8*1.4)+(2.1*2*0.2),1)*2","v":6.8}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["H.2.3.8",null,"Class 20/19 MPa Concrete for Benching","m3",{"$f":"+ROUND(0.288*1.5*2,1)","v":0.9}]
[]
["H.2.3.9",null,"Class 15/19 MPa Concrete Blinding Layer","m3",{"$f":"ROUND(2.1*2*0.05*2,1)","v":0.4}]
[]
["H.2.3.10","8.4.4","a) Wood-floated finish to top of chamber walls","m2",{"$f":"1.8*2","v":3.6}]
[]
[null,8.5,"Isolation Joint as per Detail 15 on Drg D34843-00C-134-07"]
[]
["H.2.3.11",null,"200 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",{"$f":"+(2.1+2.1+2+2)*2","v":16.4}]
[]
["H.2.3.12",null,"Plug 10 x 10 mm void with approved polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"$f":"E153","v":16.4}]
[]
["H.2.3.13",8.7,"Grouting of Stainless Steel Puddle Pipe Through Existing RC Wall with Sikagrout 212 by Sika or similar approved","Sum",{"v":1,"d":"1.0"}]
[]
["H.2.4","SANS 1200 L","MEDIUM PRESSURE PIPELINES"]
[]
["H.2.4.1","8.2.5","Supply and Install DN300 x 2100mm Long Gr 304 Stainless Steel Puddle Pipe (Plain Ends) with minimum 6mm wall thickness","No.",{"v":2,"d":"2.0"}]
[]
["H.2.5",null,"SUNDRIES:"]
[]
["H.2.5.1",null,"1600 x 1500mm FRP Grating (38 x 51mm Apertures) C/W Type \"M\" clips and G.M.S Frame (cast into concrete) with fishtail lugs welded at 200mm C/C","No.",{"v":2,"d":"2.0"}]
{"$rows_empty":17}
["TOTAL SCHEDULE H.2 CARRIED FORWARD TO SUMMARY:"]
[]
["H.3",null,"NEW SCOUR VALVE CHAMBERS & PEDESTRIAN BRIDGES"]
[]
[null,null,"Refer to Drg D34843-00C-134-06"]
[]
["H.3.1","SANS 1200 C","SITE CLEARANCE"]
[]
["H.3.1.1","PSC 8.2.17","Breaking Out of Reinforced Concrete Walkway and wall to accommodate pedestrian bridge and scour pipe","m3",{"$f":"ROUND(1.3*0.5*0.3*2*115%,1)*2","v":0.8}]
[]
["H.3.2","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["H.3.2.1","8.2.1","Rough Formwork for Concrete Pedestal","m2",{"$f":"ROUND(0.35*0.05*4*2,1)","v":0.1}]
[]
[null,"8.2.2","Smooth Formwork:"]
[]
[null,null,"Vertical To:"]
[]
["H.3.2.2",null,"Chamber RC Walls","m2",{"$f":"+ROUND((1.6*2.5*4*2)+(2.1*2.5*4*2),1)","v":{"v":74,"d":"74.0"}}]
[]
["H.3.2.3",null,"Sides and Upstand of Pedestrian Walkway","m2",{"$f":"ROUND((0.4*4*2*2)+(0.15*4*2*2)+(0.4*1.3*2),1)","v":9.8}]
[]
[null,null,"Horizontal To:"]
[]
["H.3.2.4",null,"Underside of Pedestrian Bridge","m2",{"$f":"ROUND(1.3*4*2,1)","v":10.4}]
[]
[null,"8.2.6","Box-Out Holes / Form Voids:"]
[]
["H.3.2.5",null,"a) For DN150 Stainless Steel Puddle Pipe Through Chamber and Existing Walls","No.",{"v":2,"d":"2.0"}]
[]
["H.3.2.6",null,"d) 1000 x 400mm Opening in 250mm thick Chamber Wall","No.",{"v":2,"d":"2.0"}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["H.3.2.7","8.3.1","High Tensile Steel Bars","t",{"$f":"+ROUND((0.18*E242)+(0.1*E244),1)","v":2.1}]
{"$rows_empty":7}
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
[null,"8.4.3","Strength Concrete:"]
[]
[null,null,"Class 30/19 MPa Concrete for:"]
[]
["H.3.2.8",null,"Chamber Walls","m3",{"$f":"ROUND(1.85*2.5*2,1)","v":9.3}]
[]
["H.3.2.9",null,"Pedestrian Bridge and Ground Beam","m3",{"$f":"+ROUND((0.4*4*2)+(0.5*0.5*1.3*2),1)","v":3.9}]
[]
["H.3.2.10",null,"Class 15/19 MPa Concrete for blinding and valve pedestal:","m3",{"$f":"+ROUND((0.35*0.35*0.05*2)+(0.5*1.3*0.05*2),1)","v":0.1}]
[]
["H.3.2.11","8.4.4","a) Wood-floated Finish to top of chamber walls and pedestrian walkways","m2",{"$f":"ROUND((1.85*2)+(1.3*4*2),1)","v":14.1}]
[]
[null,8.5,"Joints"]
[]
[null,null,"Isolation Joint between pedestrian walkway and existing RC walkway:"]
[]
["H.3.2.12",null,"500 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",{"$f":"+(1.3*2)+(0.5*2*2)","v":4.6}]
[]
["H.3.2.13",null,"200 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",{"$f":"1.3*2","v":2.6}]
[]
["H.3.2.14",null,"Plug 10 x 10 mm void with approved polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"$f":"SUM(E254:E256)","v":{"v":7.199999999999999,"d":"7.2"}}]
[]
["H.3.2.15",null,"Slip Joint (Kilcher Bearing) between underside of pedestrian walkway and top of RC chamber walls","m",2.6]
[]
["H.3.2.16",8.7,"Grouting of DN150 Stainless Steel Puddle Pipe Through Existing RC Wall and making good overbreak with Sikagrout 212 by Sika or similar approved","Sum",{"v":1,"d":"1.0"}]
{"$rows_empty":7}
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["H.3.3","SANS 1200 L","MEDIUM PRESSURE PIPELINES"]
[]
[null,"8.2.5","Supply and Place Pipes, Valves and Specials (Short Pipe Runs)"]
[]
[null,null,"Note the following:"]
[]
[null,null,"(a) All stainless steel pipework to Gr 304 and to have minimum wall thickness of 6mm"]
[]
[null,null,"(b) All Flanges to be \"Raised Face\" to Table 1600/3 of SANS 1123"]
[]
[null,null,"(c) Nominal Pressure Rating = 16 bar"]
[]
[null,null,"(d) 3mm thick spiral wound ring gaskets (\"Maxiflex\" by Klinger or similar approved) to be used between all flanged connections"]
[]
["H.3.3.1",null,"DN150 Flanged Metal-Seated Wedge Gate Valve with 3000mm long (nominal) S/S Extension Spindle and Hand-Wheel","No.",{"v":2,"d":"2.0"}]
[]
["H.3.3.2",null,"DN150 x 5700mm Long (nominal) Gr 304 Stainless Steel Puddle Pipe flanged one end","No.",{"v":2,"d":"2.0"}]
[]
["H.3.4",null,"SUNDRIES:"]
[]
["H.3.4.1",null,"1600 x 1600mm FRP Grating (38 x 51mm Apertures) C/W Type \"M\" clips and G.M.S Frame (cast into concrete) with fishtail lugs welded at 200mm C/C","No.",{"v":2,"d":"2.0"}]
[]
["H.3.4.2",null,"1000mm High GRP/FRP Hand railings complete as per detail 3 on Drg D34843-00C-134-06 including for chemical anchors","m",{"v":16,"d":"16.0"}]
[]
["H.3.4.3",null,"Stainless Steel Brackets for Extension Spindle, complete as per detail 2 on Drg D34843-00C-134-06","No.",{"v":6,"d":"6.0"}]
{"$rows_empty":7}
["TOTAL SCHEDULE H.3 CARRIED FORWARD TO SUMMARY:"]
[]
["H.4",null,"NEW EMERGENCY OVERFLOW SPILLWAYS"]
[]
[null,null,"Refer to Detail 6 on Drg D34843-00C-134-07"]
[]
["H.4.1","SANS 1200 C","SITE CLEARANCE"]
[]
["H.4.1.1","PSC 8.2.17","Breaking Out of Reinforced Concrete Walkway to accommodate new spillway","m3",{"$f":"ROUND(4*2*0.3*2,1)","v":4.8}]
[]
["H.4.2","SANS 1200 D","EARTHWORKS"]
[]
["H.4.2.1","8.3.2","a) Excavation in all materials and use for embankment or dispose","m3",{"$f":"ROUND(4*6*0.5*2,1)","v":{"v":24,"d":"24.0"}}]
[]
["H.4.2.2","PSD 8.3.14","Profile, spread, rip, recompact & test in situ material to 90% MOD AASHTO in 150 mm thick layers","m3",{"$f":"ROUND(4*6*0.15*2,1)","v":7.2}]
[]
["H.4.3","SANS 1200 DK","GABIONS AND PITCHING"]
[]
[null,"8.2.2","Reno Mattresses (PVC Coated by  Maccaferri or similar approved) including for rock filling (Main stone size of 100 mm as largest dimension):"]
[]
["H.4.3.1",null,"0.3 m x 2 m x 6 m Long","m3",{"$f":"ROUND(0.3*2*6*2,1)","v":7.2}]
[]
["H.4.3.2",null,"0.3 m x 1 m x 6 m Long","m3",{"$f":"ROUND(0.3*1*6*4,1)","v":7.2}]
[]
[null,"8.2.4","Geotextile (A6 Kaytech bidim or similar approved)","m2",{"$f":"+(2*6*2)+(2*6*2)","v":{"v":48,"d":"48.0"}}]
[]
["H.4.4","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["H.4.4.1","8.2.1","Rough Vertical Formwork for new RC V-Drain","m2",{"$f":"1.6*4","v":6.4}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["H.4.4.2","8.3.1","High Tensile Steel Bars","t",{"$f":"ROUND(0.05*E353,1)","v":0.3}]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
["H.4.4.3","8.4.3","Class 25/19 MPa for new Trapezoidal Drain","m3",{"$f":"1.6*2*2","v":6.4}]
[]
["H.4.4.4","8.4.4","a) Wood-floated finish to top of Trapezoidal Drain","m2",{"$f":"5*2*2","v":{"v":20,"d":"20.0"}}]
[]
[null,8.5,"Isolation Joint between existing concrete walkway and new trapezoidal drain"]
[]
["H.4.4.5",null,"200 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece","m",{"$f":"2*2*2","v":{"v":8,"d":"8.0"}}]
[]
["H.4.4.6",null,"Plug 10 x 10 mm void with approved polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"$f":"E359","v":{"v":8,"d":"8.0"}}]
{"$rows_empty":32}
["TOTAL SCHEDULE H.4 CARRIED FORWARD TO SUMMARY:"]
[]
["H.5",null,"NEW OVERFLOW RECOVERY SUBMERSIBLE PUMP STATION"]
[]
[null,null,"Refer to Drg D34843-00C-134-08"]
[]
["H.5.1","SANS 1200 C","SITE CLEARANCE"]
[]
["H.5.1.1","8.2.1","Clear and Grub Site for Bypass Isolation Valve Chamber","m2",{"$f":"ROUND(3.55*2,1)","v":7.1}]
[]
["H.5.1.2","PSC 8.2.10","Remove 150mm thick (nominal) layer of topsoil, reinstate or spread on site in designated areas","m2",{"$f":"E402","v":7.1}]
[]
["H.5.2","SANS 1200 D","EARTHWORKS"]
[]
["H.5.2.1","8.3.3","a) Restricted Excavation in all materials for new overflow recovery pump sation up to a maximum depth of 4.0 m below ground level, use for embankment, spread on site in designated areas or backfill","m3",{"$f":"ROUND(3.55*2*4,1)","v":28.4}]
[]
["H.5.2.2","PSD 8.3.7","Design, Supply, Provision and maintenance of Lateral Support for the duration of construction activities","Sum",{"v":1,"d":"1.0"}]
[]
["H.5.2.3","PSD 8.3.14","Profile, spread, rip, recompact & test in situ material to 93% MOD AASHTO in 150 mm thick layers","m3",{"$f":"ROUND(3.55*2*0.15,1)","v":1.1}]
[]
["H.5.3","SANS 1200 G","CONCRETE (STRUCTURAL)"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["H.5.3.1","8.2.1","Rough Vertical Formwork for RC Base Slabs","m2",{"$f":"+ROUND((2*0.3*4)+(1.55*0.3*2)+(2*0.3),1)","v":3.9}]
[]
[null,"8.2.2","Smooth Formwork:"]
[]
[null,null,"Vertical To:"]
[]
["H.5.3.2",null,"RC Sump and Chamber Walls","m2",{"$f":"+ROUND((1.5*3.5*4)+(1.5*1*2)+(1.3*1*2)+(2*3.5*4)+(1*2)+(1.55*1*2),1)","v":59.7}]
[]
["H.5.3.3",null,"Sides of Roof Slab","m2",{"$f":"+ROUND((3.55*0.2*2)+(2*0.2*2),1)","v":2.2}]
[]
[null,null,"Horizontal To:"]
[]
["H.5.3.4",null,"Underside of Roof Slab","m2",{"$f":"+ROUND(3.55*2,1)","v":7.1}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,"PSG 8.2.6","Box-Out Holes / Form Voids"]
[]
["H.5.3.5",null,"a) DN150 Stainless Steel Puddle Pipes through 250mm thick RC Walls","No.",{"v":2,"d":"2.0"}]
[]
[null,null,"d) Large, Other than Circular, of area over 0.1 m2 and up to and including 1.0 m2:"]
[]
["H.5.3.6",null,"600 x 600 x 200mm thick opening for manhole cover","No.",{"v":1,"d":"1.0"}]
[]
["H.5.3.7",null,"1000 x 1000 x 200mm thick opening for grate","No.",{"v":1,"d":"1.0"}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["H.5.3.8","8.3.1","High Tensile Steel Bars","t",{"$f":"+ROUND(((3.55*2*0.25)*0.135)+(((1.75*3.5)+(1.15*1))*0.15),1)","v":1.3}]
[]
["H.5.3.9","PSG 8.3.2","Mesh Ref .395 (minimum 300mm overlap)","m2",{"$f":"+ROUND(3.55*2*2,1)","v":14.2}]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
[null,"8.4.3","Strength Concrete:"]
[]
["H.5.3.10",null,"Class 30/19 MPa Concrete for RC base, walls and roof slab","m3",{"$f":"+ROUND((3.55*2*0.25)+(1.75*3.5)+(1.15*1)+(5.74*0.2),1)","v":10.2}]
[]
["H.5.3.11",null,"Class 15/19 MPa Concrete for blinding and valve pedestal:","m3",{"$f":"+ROUND((3.55*2*0.05),1)","v":0.4}]
[]
["H.5.3.12","8.4.4","a) Wood-floated Finish to top of chamber walls roof slab","m2",{"$f":"+ROUND(1.75+1.15+5.74,1)","v":8.6}]
[]
[null,8.5,"Joints:"]
[]
["H.5.3.13",null,"2No. Layers of 3-ply malthoid between top of walls and underside of roof slab","m",{"$f":"ROUND((1.75*4)+(1.55*4),1)","v":13.2}]
[]
["H.5.3.14",null,"Self-Adhesive Swellable Water Stop for base-to-wall joint (Kuniseal D31-DS by Xypex or similar approved)","m",{"$f":"ROUND(1.75*4,1)","v":{"v":7,"d":"7.0"}}]
[]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["H.5.4","SANS 1200 L","MEDIUM PRESSURE PIPELINES"]
[]
[null,"8.2.5","Supply and Place Pipes, Valves and Specials (Short Pipe Runs)"]
[]
[null,null,"Note the following:"]
[]
[null,null,"(a) All stainless steel pipework to Gr 304 and to have minimum wall thickness of 6mm"]
[]
[null,null,"(b) All Flanges to be \"Raised Face\" to Table 1600/3 of SANS 1123"]
[]
[null,null,"(c) Nominal Pressure Rating = 16 bar"]
[]
[null,null,"(d) 3mm thick spiral wound ring gaskets (\"Maxiflex\" by Klinger or similar approved) to be used between all flanged connections"]
[]
["H.5.4.1",null,"Item 1 - DN150 x 2000mm Long (nominal) Gr 304 Stainless Steel Puddle Pipe with Plain Ends","No.",{"v":1,"d":"1.0"}]
[]
["H.5.4.2",null,"Item 3 - DN150 x 1800mm Long (nominal) Gr 304 Stainless Steel Pipe flanged both ends","No.",{"v":1,"d":"1.0"}]
[]
["H.5.4.3",null,"Item 4 - DN150 x 90 deg Short Radius Gr 304 Stainless Steel Bend flanged both ends (R = 165mm, C/F = 230mm)","No.",{"v":1,"d":"1.0"}]
[]
["H.5.4.4",null,"Item 5 - DN150 x 750mm Long Gr 304 Stainless Steel Pipe flanged one end","No.",{"v":1,"d":"1.0"}]
[]
["H.5.4.5",null,"Item 6 - DN150 Flange Adaptor","No.",{"v":1,"d":"1.0"}]
[]
["H.5.4.6",null,"Item 7 - DN150 Epoxy-coated cast iron swing check valve with lever arm and counterweight","No.",{"v":1,"d":"1.0"}]
[]
["H.5.4.7",null,"Item 8 - DN150 Flanged Metal-seated Wedge Gate Valve with Hand-Wheel","No.",{"v":1,"d":"1.0"}]
[]
["H.5.4.8",null,"Item 9 - DN150 x 850mm Long Gr 304 Stainless Steel Pipe flanged both ends","No.",{"v":1,"d":"1.0"}]
[]
["H.5.4.9",null,"Item 10 - DN160 Buttwelded HDPe Stub with Stainless Steel Backing Flange","No.",{"v":1,"d":"1.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["H.5.5","SANS 1200 LD","SEWERS"]
[]
["H.5.5.1","8.2.11","Tie in to existing precast concrete manhole ring at position of new overflow recovery pump station with new Stainless Steel puddle pipe and DN160 uPVC pipe. Rate to include breaking out opening in chamber and making good with an approved non-shrink grout.","Sum",{"v":1,"d":"1.0"}]
[]
["H.5.6",null,"SUNDRIES:"]
[]
["H.5.6.1",null,"Supply and Install 4000 mm Long (nominal) Gr 304 Stainless Steel Cat Ladder C/W hoops, rungs, stringers and bolts as per detail 1 on Drg D34843.00-134-07.","Sum",{"v":1,"d":"1.0"}]
[]
["H.5.6.2",null,"Supply and Install 1000 x 1000mm FRP Grated Cover (Fibre-grate or similar approved) C/W G.M.S frame with fishtail lugs welded on and Type \"M\" clips at 200mm spacing","No.",{"v":1,"d":"1.0"}]
[]
["H.5.6.3",null,"Supply and Install 600 x 600mm Medium Duty Polymer Manhole Cover and Frame (Maverick Trading or similar approved)","No.",{"v":1,"d":"1.0"}]
[]
["H.5.6.4",null,"5000mm Long (nominal) Gr 304 Stainless Steel Slack Chain and Y-hook cast into RC Sump Wall","Sum",{"v":1,"d":"1.0"}]
[]
["H.5.6.5",null,"Gr 304 Stainless Steel Pipe brackets, complete as per detail 4 on Drg D34843.00-134-07.","No.",{"v":2,"d":"2.0"}]
{"$rows_empty":17}
["TOTAL SCHEDULE H.5 CARRIED FORWARD TO SUMMARY:"]

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["SCHEDULE H: REPAIRS, ALTERATIONS AND UPGRADES TO EMERGENCY OVERFLOW PONDS"]
["SUMMARY OF SECTIONS - SCHEDULE H"]
[]
["SECTION","DESCRIPTION",{"$nulls":3},"AMOUNT"]
[]
["H.1","REHABILITATION OF OVERFLOW PONDS"]
[]
["H.2","NEW OVERFLOW CHAMBERS:"]
[]
["H.3","NEW SCOUR VALVE CHAMBERS & PEDESTRIAN BRIDGES"]
[]
["H.4","NEW EMERGENCY OVERFLOW SPILLWAYS"]
[]
["H.5","NEW OVERFLOW RECOVERY SUBMERSIBLE PUMP STATION"]
[]
["H","TOTAL SCHEDULE H CARRIED FORWARD TO SUMMARY PAGE\n(H.1 + H.2 + H.3 + H.4 + H.5)"]

{"sheet":"I","index":14,"n_rows":1148,"n_cols":8,"rows_kept":1148,"merged":[[0,2,0,6],[43,0,43,5],[44,0,44,5],[78,0,78,5],[79,0,79,5],[122,0,122,5],[123,0,123,5],[161,0,161,5],[162,0,162,5],[198,0,198,5],[199,0,199,5],[231,0,231,5],[232,0,232,5],[269,0,269,5],[270,0,270,5],[313,0,313,5],[353,0,353,5],[354,0,354,5],[396,0,396,5],[397,0,397,5],[436,0,436,5],[437,0,437,5],[469,0,469,5],[470,0,470,5],[508,0,508,5],[509,0,509,5],[556,0,556,5],[599,0,599,5],[600,0,600,5],[633,0,633,5],[634,0,634,5],[675,0,675,5],[676,0,676,5],[714,0,714,5],[715,0,715,5],[755,0,755,5],[756,0,756,5],[794,0,794,5],[795,0,795,5],[822,0,822,5],[823,0,823,5],[860,0,860,5],[861,0,861,5],[900,0,900,5],[938,0,938,5],[939,0,939,5],[981,0,981,5],[982,0,982,5],[1020,0,1020,5],[1021,0,1021,5],[1064,0,1064,5],[1106,0,1106,5],[1107,0,1107,5],[1147,0,1147,5]]}
[null,null,"SCHEDULE I: UPSTREAM CATCHMENT AREA REPAIRS"]
["I.TEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["I.1",null,"AFFECTED AREA 1"]
[]
["I.1.1","SANS 1200 C","SITE CLEARANCE "]
[]
["I.1.1.1","8.2.1.1","Clear and Grub of storm damaged area","ha",0.4]
[]
[null,"8.2.2","Remove and grub large trees and tree stumps of girth:"]
[]
["I.1.1.2",null,"a) Over 1m and up to and including 2m","No.",{"v":1,"d":"1.0"}]
[]
["I.1.1.3",null,"b) Over 2m and up to and including 3m","No.",{"v":2,"d":"2.0"}]
[]
["I.1.1.4","PSC 8.2.12","Remove and Reinstate Weldmesh Fences of Maximum Height = 1.8 m","m",{"v":30,"d":"30.0"}]
[]
["I.1.1.5","PSC.8.2.8","Demolish, remove and dispose of structures, including manholes, brickwork walls etc. (provisional)","m3",{"v":10,"d":"10.0"}]
[]
["I.1.1.6","PSC.8.2.15","Removal and disposal of Existing Asphalt-surfaced Pavement","m2",{"v":35,"d":"35.0"}]
[]
[null,"PSC.8.2.8","Removal  and disposal of Concrete Rings manhole inclusive of manhole Covers and Frames for the following depth categories :"]
[]
["I.1.1.7",null,"a) 0-1m depth","No.",{"v":2,"d":"2.0"}]
[]
["I.1.1.8",null,"b) 1-2m  Depth","No.",{"v":1,"d":"1.0"}]
[]
["I.1.1.9","PSC.8.2.8","Removal and Dispoal of Existing concrete ring manhole cover and frame","No.",{"v":2,"d":"2.0"}]
[]
["I.1.2","SANS  1200 D"," EARTHWORKS"]
[]
["I.1.2.1","PSD 8.3.1.2","Remove topsoil to nominal depth 150mm, stockpile and maintain","m2",{"v":500,"d":"500.0"}]
[]
["I.1.2.2","8.3.2","a) Excavate in all materials and use for embankment or backfill or dispose as ordered","m3",{"v":280,"d":"280.0"}]
[]
[null,null,"b) Extra-Over Item I.1.2.2 for:"]
[]
["I.1.2.3",null,"1) Intermediate excavation","m3",{"v":35,"d":"35.0"}]
[]
["I.1.2.4",null,"2) Hard rock excavation","m3",{"v":20,"d":"20.0"}]
[]
["I.1.2.5","PSD 8.3.4","Import G8 material from commercial sources and compact to 90% MOD AASTHO","m3",{"v":60,"d":"60.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.1.2.6","8.3.10","Topsoiling from stockpile to a thickness of 100mm","m2",{"v":200,"d":"200.0"}]
[]
["I.1.2.7","PS.31","Supply and lay 'Cynodon Dactylon' grassing (including fertilizer, watering and full maintenance) ","m2",{"v":200,"d":"200.0"}]
[]
["I.1.3","SANS  1200 DB","EARTHWORKS FOR PIPE TRENCHES "]
[]
[null,"PSDB 8.3.2","Excavation"]
[]
[null,null,"a) Excavate in all materials for trenches for 160mm - 200mm diameter pipes, backfill, compact to 90% MOD AASHTO, and dispose of surplus material. \n\nRate to include for cutting of level bench and all other costs deemed necessary by the Contractor"]
[]
["I.1.3.1",null,"Over 0m and not exceeding 1.0m","m",{"v":15,"d":"15.0"}]
[]
["I.1.3.2",null,"Over 1.0m and not exceeding 2.0m","m",{"v":75,"d":"75.0"}]
[]
["I.1.3.3",null,"Over 2.0m and not exceeding 3.0m","m",{"v":10,"d":"10.0"}]
[]
[null,null,"a) Excavate in all materials for trenches for 450mm-600mm diameter pipes, backfill, compact to 90% MOD AASHTO, and dispose of surplus material. \n\nRate to include for cutting of level bench and all other costs deemed necessary by the Contractor"]
[]
["I.1.3.4",null,"Over 1.0m and not exceeding 2.0m","m",{"v":5,"d":"5.0"}]
[]
["I.1.3.5",null,"Over 2.0m and not exceeding 3.0m","m",{"v":10,"d":"10.0"}]
[]
[null,null,"b) Extra-Over Items I.1.3.2 - I.1.3.5 for:"]
[]
["I.1.3.6",null,"1) Intermediate Excavation","m3",{"v":45,"d":"45.0"}]
[]
["I.1.3.7",null,"2) Hard rock excavation","m3",{"v":25,"d":"25.0"}]
[]
["I.1.3.8",null,"3) Boulder Excavation","m3",{"v":20,"d":"20.0"}]
[]
["I.1.3.9",null,"c) Excavate and dispose of unsuitable material from trench bottom","m3",{"v":20,"d":"20.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,"8.3.3","Excavation Ancillaries"]
[]
[null,"8.3.3.1","Make up deficiency in backfill material"]
[]
["I.1.3.10",null,"c) By importation of G8 material from commercial sources and compaction to 93% Mod AASHTO.","m3",{"v":60,"d":"60.0"}]
[]
[null,"8.3.4","Particular Items"]
[]
["I.1.3.11","8.3.4.a)","Shore trench opposite structure or service (up to 3m depth) - provisional","m",{"v":10,"d":"10.0"}]
[]
[null,"8.3.5","Existing Services"]
[]
[null,null,"a) Services that intersect a trench"]
[]
["I.1.3.12",null,"HDPe / PVC Water Pipelines (Up to & incl. 110 Ø)","No.",{"v":3,"d":"3.0"}]
[]
["I.1.3.13",null,"Concrete Stormwater Pipelines (Up to & incl. 525 Ø)","No.",{"v":2,"d":"2.0"}]
[]
[null,null,"b) Services that adjoin a trench"]
[]
["I.1.3.14",null,"HDPe / PVC Water Pipelines (Up to & incl. 110 Ø)","m",{"v":20,"d":"20.0"}]
[]
["I.1.4","SANS  1200 DK","GABIONS AND PITCHING"]
[]
["I.1.4.1","8.2.1","a) Cavities filled with approved excavated material of rock","m2",{"v":20,"d":"20.0"}]
[]
[null,"8.2.2","PVC coated (0.5mm thickness) Class A hexagonal mesh gabion boxes with rock fill (commercial stones), (Gabion 80 x 100) mesh aperture (mattresses 60 x 80) for the following sizes:"]
[]
["I.1.4.2",null,"1.0m x 1.0m x 1.0m gabion basket","m3",{"v":10,"d":"10.0"}]
[]
["I.1.4.3",null,"2.0m x 1.0m x 1.0m gabion basket","m3",{"v":80,"d":"80.0"}]
[]
["I.1.4.4",null,"3.0m x 1.0m x 1.0m gabion basket","m3",{"v":120,"d":"120.0"}]
[]
["I.1.4.5",null,"4.0m x 1.0m x 1.0m gabion basket","m3",{"v":80,"d":"80.0"}]
[]
["I.1.4.6",null,"2.0m x 1.0m 0.3m reno mattress","m3",{"v":5,"d":"5.0"}]
[]
["I.1.4.7","8.2.4","Geotextile (A4 Kaytech or similar approved)","m3",{"v":200,"d":"200.0"}]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.1.4.8","8.2.5","Medium grouted pitching of 300mm thickness and main stone size of 150mm as smallest dimension","m2",{"v":50,"d":"50.0"}]
[]
["I.1.4.9",null,"Concrete Capping to Gabion Baskets (Provisional):"]
[]
["I.1.4.9.1",null,"Rough Vertical Formwork","m2",{"v":36,"d":"36.0"}]
[]
["I.1.4.9.2",null,"Class 30/19 MPa Concrete","m3",{"v":10,"d":"10.0"}]
[]
["I.1.5","SANS  1200 DM","EARTHWORKS ( ROADS, SUBGRADE)"]
[]
[null,"8.3.7","Cut to Spoil From:"]
[]
["I.1.5.1",null,"a) Soft Excavation","m3",{"v":25,"d":"25.0"}]
[]
[null,"8.3.13","Surface Finishing:"]
[]
["I.1.5.2",null,"a) Topsoiling from stockpiled material to a thickness of 100mm","m2",{"v":200,"d":"200.0"}]
[]
["I.1.5.3","PS.31","b) Supply and lay 'Cynodon Dactylon' grassing (including fertilizer, watering and full maintenance) ","m2",{"v":200,"d":"200.0"}]
[]
[null,"8.3.16","Gravel Surface Layer:"]
[]
["I.1.5.4",null,"Construct Selected layer G7 from commercial sources, 150mm thick compacted to 95% Mod. AASHTO maximum density","m3",7.5]
[]
["I.1.5.5",null,"Construct Selected layer G8 from commercial sources, 150mm thick compacted to 90% Mod. AASHTO maximum density","m3",{"v":10,"d":"10.0"}]
[]
["I.1.6","SANS  1200 LB","BEDDING : PIPES"]
[]
[null,"PSLB 8.2.1","Provision of bedding from trench excavation, regardless of distance (Provisional):"]
[]
["I.1.6.1",null,"b) Selected fill material","m3",{"v":5,"d":"5.0"}]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,"PSLB 8.2.2","Supply only of bedding by importation (note: all importation of bedding material, regardless of source or distance, shall be regarded as freehaul)"]
[]
[null,"PSLB 8.2.2.2","From Commerical  Sources:"]
[]
["I.1.6.2",null,"a) Selected granular material","m3",{"v":30,"d":"30.0"}]
[]
["I.1.6.3",null,"b) Selected fill material","m3",{"v":30,"d":"30.0"}]
[]
[null,"PSLB 8.2.6","Provision of Stone Bedding:"]
[]
["I.1.6.4",null,"a) 19mm Crushed stone for water logged trench bottom","m3",{"v":5,"d":"5.0"}]
[]
["I.1.6.5",null,"b) Geotextile for subsoil drain  (A4 Kaytech or similar approved)","m2",{"v":20,"d":"20.0"}]
[]
["I.1.7","SANS  1200 LD","SEWERS"]
[]
["I.1.7.1","8.2.1","Supply, lay, joint, bed and test 160mm ND heavy duty spigot and socket solid wall uPVC pipe (Class 34)","m",{"v":100,"d":"100.0"}]
[]
[null,"PSLD 8.2.3","Construct concrete manhole using 1000mm ND precast concrete rings complete as per Detail B on Drawing D34843.00C-133-01 including light duty cover and frame, excavation,  and Type 'A' benching etc."]
[]
["I.1.7.2",null,"Over 0m and not exceeding 1.5m deep ","No.",{"v":1,"d":"1.0"}]
[]
["I.1.7.3",null,"Over 1.5m and not exceeding 2.0m deep","No.",{"v":2,"d":"2.0"}]
[]
["I.1.7.4",null,"Over 2.0m and not exceeding 2.5m deep ","No.",{"v":1,"d":"1.0"}]
[]
["I.1.7.5",null,"Over 2.5m and not exceeding 3.0m deep ","No.",{"v":1,"d":"1.0"}]
[]
[null,"8.2.4","Extra Over Item I.1.7.2 - I.1.7.5 for :"]
[]
[null,null,"Construction of Backdrop Manholes: Type A complete as per Detail D on Drawing D34843.00C-133-01 for the following depth categories:"]
[]
["I.1.7.6",null,"Over 1.5m and not exceeding 2.0m","No.",{"v":1,"d":"1.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,null,"Construction of Backdrop Manholes: Type B complete as per Detail D on Drawing D34843.00 - 133-01 for the following depth categories:"]
[]
["I.1.7.7",null,"Over 1m and not exceeding 1.5m","No.",{"v":1,"d":"1.0"}]
[]
["I.1.7.8",null,"Over 1.5m and not exceeding 2.0m","No.",{"v":1,"d":"1.0"}]
[]
["I.1.7.9",null,"Type 'B' benching","No.",{"v":3,"d":"3.0"}]
[]
["I.1.7.10",null,"Heavy duty concrete manhole cover and frame","No.",{"v":2,"d":"2.0"}]
[]
[null,"8.2.6","Erf Connections"]
[]
["I.1.7.11",null,"Connection into main sewer pipeline complete as per Detail  C on Drawing D34843.00133-01\n\nRate to include for all excavation, backfilling, bedding, disposal of surplus material and the supply, installation and laying of 110mm diameter uPVC pipe class 34, junctions, 110mm uPVC fittings, rodding eye, cover slab etc. for depths over 1m and not exceeding 2m","No.",{"v":1,"d":"1.0"}]
[]
[null,null,"Extra-over item I.1.7.11 for:"]
[]
["I.1.7.12",null,"Connections into manholes including benching, all associated works and making good upon completion ","No.",{"v":1,"d":"1.0"}]
[]
["I.1.7.13","8.2.7","Encasing of pipes in concrete Grade 25MPa/19mm as per detail E on drawing D34843.00C-133-01 including for all formwork","m3",{"v":5,"d":"5.0"}]
[]
[null,"8.2.11","Break and connect into existing manhole for new connection, deal with live sewer flow and make good all benching:"]
[]
["I.1.7.15",null,"160mm ND solid wall uPVC pipe","No.",{"v":1,"d":"1.0"}]
[]
["I.1.7.16","PSLD 8.2.16","Conduct manhole watertightness test","No.",{"v":2,"d":"2.0"}]
[]
["I.1.7.17","PS.26","Unblocking of Existing Sewer Manholes","No.",{"v":3,"d":"3.0"}]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.1.7.18","PS.27","High Pressure Jetting and Clearing of DN160 Sewer Pipeline for the following pipe diameters","m",{"v":30,"d":"30.0"}]
[]
["I.1.7.19","PSLD 8.2.13","Supply and install 1000mm diameter x 500mm high precast concrete manhole rings","No.",{"v":5,"d":"5.0"}]
[]
[null,"PSLD 8.2.14","Supply, install, seal and fix 1000mm diameter precast concrete manhole cover and frames for the following duty classes:"]
[]
["I.1.7.20",null,"Light Duty","No",{"v":1,"d":"1.0"}]
[]
["I.1.7.21",null,"Heavy Duty","No",{"v":1,"d":"1.0"}]
[]
["I.1.8","SANS  1200 LE","STORMWATER DRAINAGE"]
[]
[null,"8.2.1","Supply and Lay Concrete Pipe Culverts on Class C bedding"]
[]
["I.1.8.1",null,"DN525 Class 100 D spigot and socket","m",{"v":5,"d":"5.0"}]
[]
["I.1.8.2",null,"DN600 Class 50 D spigot and socket","m",{"v":10,"d":"10.0"}]
[]
["I.1.8.3",null,"DN600 Class 100 D spigot and socket","m",{"v":5,"d":"5.0"}]
[]
[null,"8.2.4","Extra Over Item G8.1 for cutting end units for culverts on site"]
[]
["I.1.8.4",null,"a) Straight cut","No.",{"v":2,"d":"2.0"}]
[]
[null,"8.2.8","Supply and Install Manholes, Catchpits and the Like:"]
[]
["I.1.8.5",null,"Single Stormwater Manhole Over 1m and not exceeding 2.0m as per Detail G on Drawing D34843.00C-123-01","No.",{"v":1,"d":"1.0"}]
[]
["I.1.8.6",null,"Single Stormwater Manhole Over 2.0m and not exceeding 3.0m as per Detail G on Drawing D34843.00C-123-01","No.",{"v":1,"d":"1.0"}]
[]
["I.1.8.7","PSLE 8.2.14","Inlet and Outlet Headwall complete as per Detail F on Drawing D34843.00C-123-01","No.",{"v":1,"d":"1.0"}]
[]
["I.1.8.8","8.2.11","Anchor blocks Grade 25MPa/19mm including for rough vertical formwork","m3",{"v":5,"d":"5.0"}]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.1.9","SANS  1200 ME","SUBBASE"]
[]
["I.1.9.1","8.3.3","Construct subbase using G5 material from commercial sources compacted to 98 % Mod AASHTO max. density for roads","m3",{"v":6,"d":"6.0"}]
[]
["I.1.10","SANS 1200 MF"," BASE"]
[]
["I.1.10.1","8.3.3","a) Construct base with material G2 from commercial sources material compacted to 98 % Mod.AASHTO max. density for roads","m3",{"v":5,"d":"5.0"}]
[]
["I.1.11","SANS 1200 MH"," ASPHALT SURFACING"]
[]
["I.1.11.1","8.5.1","Tack Coat of 60% stable grade emulsion - application rate 0.3 L/m2 ","m3",{"v":30,"d":"30.0"}]
[]
["I.1.11.2","8.5.4","50mm Thick Sa - S14 Asphalt Wearing Course compacted o 93% MTRD","t",{"v":5,"d":"5.0"}]
[]
["I.1.12","SANS 1200 MM","ANCILLARY ROAD WORKS"]
[]
[null,"8.2.1","Guard Rails on Post as per Detail J on drawing D34843.00C-123-01"]
[]
["I.1.12.1",null,"a) Galvanised","m",{"v":18,"d":"18.0"}]
[]
[null,"8.2.3","End units"]
[]
["I.1.12.2",null,"a) End Wings","m",{"v":2,"d":"2.0"}]
[]
["I.1.12.3","8.2.5","Reflector Plates","No.",{"v":5,"d":"5.0"}]
{"$rows_empty":16}
["TOTAL SCHEDULE I.1 CARRIED FORWARD TO SUMMARY:"]
[]
["I.2",null,"AFFECTED AREA 2"]
[]
["I.2.1","SANS 1200 C","SITE CLEARANCE"]
[]
["I.2.1.1","8.2.1.1","Clear and Grub of storm damaged areas","ha",0.6]
[]
["I.2.1.2","PSC 8.2.8","Demolish, remove and dispose of structures, including manholes, brickwork walls etc. (provisional)","m3",{"v":5,"d":"5.0"}]
[]
["I.2.1.3","PSC 8.2.15","Removal of Existing Asphalt-Surfaced Pavement","m²",{"v":5,"d":"5.0"}]
[]
[null,"PSC 8.2.11","Removal  and disposal of Precast concrete manhole rings manhole inclusive of manhole covers and frames for the following depth categories:"]
[]
["I.2.1.4",null,"Over 0.0 m and not exceeding 1.0 m depth","No.",{"v":5,"d":"5.0"}]
[]
["I.2.1.5",null,"Over 1.0 m and not exceeding 2.0 m depth","No.",{"v":3,"d":"3.0"}]
[]
["I.2.1.6","PSC 8.2.11","Removal and Dispoal of Existing concrete ring manhole cover and frame","No.",{"v":5,"d":"5.0"}]
[]
["I.2.2","SANS 1200 DB","EARTHWORKS FOR PIPE TRENCHES "]
[]
[null,"PSDB 8.3.2","Excavation"]
[]
[null,null,"a) Excavate in all materials for trenches for 160 - 375mm diameter pipes, backfill, compact to 90% MOD AASHTO, and dispose of surplus material. \n\nRate to include for cutting of level bench and all other costs deemed necessary by the Contractor"]
[]
["I.2.2.1",null,"Over 0m and not exceeding 1.0m","m",{"v":15,"d":"15.0"}]
[]
["I.2.2.2",null,"Over 1m and not exceeding 2.0m","m",{"v":45,"d":"45.0"}]
[]
["I.2.2.3",null,"Over 2m and not exceeding 3.0m","m",{"v":30,"d":"30.0"}]
[]
[null,null,"b) Extra-Over Items I.2.2.1 - I.2.2.3 for:"]
[]
["I.2.2.4",null,"1) Intermediate Excavation","m3",{"v":80,"d":"80.0"}]
[]
["I.2.2.5",null,"2) Hard rock excavation","m3",{"v":20,"d":"20.0"}]
[]
["I.2.2.6",null,"3) Boulder Excavation","m3",{"v":5,"d":"5.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.2.2.7",null,"c) Excavate and dispose of unsuitable material from trench bottom","m3",{"v":80,"d":"80.0"}]
[]
[null,"8.3.3","Excavation Ancillaries"]
[]
[null,"8.3.3.1","Make up deficiency in backfill material"]
[]
["I.2.2.8",null,"c) By importation of G8 material from commercial sources and compaction to 93% Mod AASHTO.","m3",{"v":35,"d":"35.0"}]
[]
[null,"8.3.4","Particular Items"]
[]
["I.2.2.9",null,"a) Shore trench opposite structure or service (up to 3m depth) - provisional","m",{"v":10,"d":"10.0"}]
[]
[null,"8.3.5","Existing Services"]
[]
[null,"8.3.5.a)","Services that intersect a trench"]
[]
["I.2.2.10",null,"HDPe / PVC Water Pipelines (Up to & incl. 110 Ø)","No.",{"v":3,"d":"3.0"}]
[]
["I.2.2.11",null,"Concrete Stormwater Pipelines (Up to & incl. 525 Ø)","No.",{"v":2,"d":"2.0"}]
[]
[null,"8.3.5.b)","Services that adjoin a trench"]
[]
["I.2.2.12",null,"HDPe / PVC Water Pipelines (Up to & incl. 110 Ø)","m",{"v":30,"d":"30.0"}]
[]
["I.2.3","SANS  1200 DM","EARTHWORKS ( ROADS, SUBGRADE)"]
[]
[null,"8.3.7","Cut to Spoil From:"]
[]
["I.2.3.1",null,"a) Soft Excavation","m3",{"v":6,"d":"6.0"}]
[]
["I.2.3.2","8.3.13","Surface Finishing"]
[]
["I.2.3.3",null,"a) Topsoiling from stockpiled material to a thickness of 100mm","m2",{"v":200,"d":"200.0"}]
[]
["I.2.3.4","PS.31","b) Supply and lay 'Cynodon Dactylon' grassing (including fertilizer, watering and full maintenance) ","m2",{"v":200,"d":"200.0"}]
[]
[null,"8.3.16","Gravel Surface Layer "]
[]
["I.2.3.5",null,"Construct Selected layer G7 from commercial sources, 150mm thick compacted to 95% Mod. AASHTO maximum density","m3",{"v":2,"d":"2.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.2.3.6",null,"Construct Selected layer G8 from commercial sources, 150mm thick compacted to 90% Mod. AASHTO maximum density","m3",{"v":2,"d":"2.0"}]
[]
["I.2.4","SANS  1200 LB","BEDDING : PIPES"]
[]
[null,"PSLB 8.2.1","Provision of bedding from trench excavation, regardless of distance (Provisional):"]
[]
["I.2.4.1",null,"b) Selected fill material","m3",{"v":5,"d":"5.0"}]
[]
[null,"PSLB 8.2.2","Supply only of bedding by importation (note: all importation of bedding material, regardless of source or distance, shall be regarded as freehaul)"]
[]
[null,"PSLB 8.2.2.2","From Commerical  Sources:"]
[]
["I.2.4.2",null,"a) Selected granular material","m3",{"v":50,"d":"50.0"}]
[]
["I.2.4.3",null,"b) Selected fill material","m3",{"v":35,"d":"35.0"}]
[]
[null,"PSLB 8.2.6","Provision of Stone Bedding:"]
[]
["I.2.4.4",null,"a) 19mm Crushed stone for water logged trench bottom","m3",{"v":5,"d":"5.0"}]
[]
["I.2.4.5",null,"b) Geotextile for subsoil drain  (A4 Kaytech or similar approved)","m2",{"v":20,"d":"20.0"}]
[]
["I.2.5","SANS  1200 LD","SEWERS"]
[]
[null,"8.2.1","Supply, lay, joint, bed and test the following solid wall uPVC Pipes (Class 34):"]
[]
["I.2.5.1",null,"DN160","m",{"v":10,"d":"10.0"}]
[]
["I.2.5.2",null,"DN200","m",{"v":5,"d":"5.0"}]
[]
["I.2.5.3",null,"DN355","m",{"v":70,"d":"70.0"}]
[]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,"PSLD 8.2.3","Construct concrete manhole using 1000mm ND precast concrete rings complete as per Detail B on Drawing D34843.00C-133-01 including light duty cover and frame, excavation,  and Type 'A' benching etc."]
[]
["I.2.5.4",null,"Over 0m and not exceeding 1.5m deep","No.",{"v":3,"d":"3.0"}]
[]
["I.2.5.5",null,"Over 1.5m and not exceeding 2.0m deep ","No.",{"v":3,"d":"3.0"}]
[]
["I.2.5.6",null,"Over 2.0m and not exceeding 2.5m deep ","No.",{"v":2,"d":"2.0"}]
[]
["I.2.5.7",null,"Over 2.5m and not exceeding 3.0m deep ","No.",{"v":1,"d":"1.0"}]
[]
["I.2.5.8",null,"Over 3.0 and not exceeding 3.5m deep ","No.",{"v":1,"d":"1.0"}]
[]
[null,"8.2.4","Extra Over Items I.2.5.4 - I.2.5.8 for :"]
[]
["I.2.5.9",null,"Construction of Backdrop Manholes: Type A complete as per Detail D on Drawing D34843.00C-133-01 for depths exceeding 1.0m but not exceeding 2.0m","No.",{"v":2,"d":"2.0"}]
[]
["I.2.5.10",null,"Construction of Backdrop Manholes: Type B complete as per Detail D on Drawing D34843.00C-133-01 for for depths exceeding 1.0m but not exceeding 2.0m","No.",{"v":2,"d":"2.0"}]
[]
["I.2.5.11",null,"Type 'B' benching","No.",{"v":3,"d":"3.0"}]
[]
["I.2.5.12",null,"Heavy duty precast concrete manhole cover and frame","No.",{"v":10,"d":"10.0"}]
[]
[null,"8.2.6","Erf Connections"]
[]
[null,null,"Connection into main sewer pipeline complete as per Detail  C on Drawing D34843.00-133-01\n\nRate to include for all excavation, backfilling, bedding, disposal of surplus material and the supply, installation and laying of 110mm diameter uPVC pipe class 34, junctions, 110mm uPVC fittings, rodding eye, cover slab etc. for the following length categories"]
[]
["I.2.5.13",null,"Over 1m and not exceeding 2m","No.",{"v":2,"d":"2.0"}]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,null,"Extra-over item I 2.5.13 for:"]
[]
["I.2.5.14",null,"Connections into manholes including benching, all associated works and making good upon completion ","No.",{"v":1,"d":"1.0"}]
[]
["I.2.5.15","8.2.7","Encasing of pipes in concrete Grade 25MPa/19mm as per detail E on drawing D34843.00C-133-01 including for formwork","m3",{"v":2,"d":"2.0"}]
[]
[null,"8.2.11","Break and connect into existing manhole for new connection, deal with live sewer flow and make good all benching:"]
[]
["I.2.5.16",null,"160mm ND solid wall uPVC pipe","No.",{"v":1,"d":"1.0"}]
[]
["I.2.5.17","PSLD 8.2.16","Conduct manhole watertightness test","No.",{"v":2,"d":"2.0"}]
[]
["I.2.5.18","PS.26","Unblocking of Existing Sewer Manholes","No.",{"v":12,"d":"12.0"}]
[]
[null,"PS.27","High Pressure Jetting and Clearing of Sewer Pipeline for the following pipe diameter catergories"]
[]
["I.2.5.19",null,"DN160","m",{"v":150,"d":"150.0"}]
[]
["I.2.5.20",null,"DN200","m",{"v":50,"d":"50.0"}]
[]
["I.2.5.21",null,"DN300","m",{"v":35,"d":"35.0"}]
[]
["I.2.5.22","PSLD 8.2.13","Supply, install and seal 1000mm diameter x 500mm high precast concrete manhole rings","No.",{"v":5,"d":"5.0"}]
[]
[null,"PSLD 8.2.14","Supply, install, seal and fix 1000mm diameter Concrete ring Manhole and covers for the following duty classes:"]
[]
["I.2.5.23",null,"Light Duty","No",{"v":2,"d":"2.0"}]
[]
["I.2.5.24",null,"Heavy Duty","No",{"v":5,"d":"5.0"}]
[]
["I.2.6","SANS  1200 ME","SUBBASE"]
[]
["I.2.6.1","8.3.3","Construct subbase using G5 material from commercial sources compacted to 98 % Mod AASHTO max. density for roads","m3",{"v":2,"d":"2.0"}]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.2.7","SANS 1200 MF"," BASE"]
[]
["I.2.7.1","8.3.3","a) Construct base with material G2 from commercial sources material compacted to 98 % Mod.AASHTO max. density for roads","m3",{"v":2,"d":"2.0"}]
[]
["I.2.8","SANS 1200 MH"," ASPHALT SURFACING"]
[]
["I.2.8.1","8.5.1","Tack Coat of 60%  stable grade emulsion ( Application rate 0.3L/m2","m2",7.5]
[]
["I.2.8.2","8.5.4","50mm Thick Sa - S14 Asphalt Wearing Course compacted o 93% MTRD","m2",{"v":1,"d":"1.0"}]
{"$rows_empty":36}
["TOTAL SCHEDULE I.2 CARRIED FORWARD TO SUMMARY:"]
[]
["I.3",null,"AFFECTED AREA 3"]
[]
["I.3.1","SANS 1200 C","SITE CLEARANCE (MISCELLANEOUS)"]
[]
["I.3.1.1","8.2.1.1","Clear and Grub of storm damaged areas","ha",0.4]
[]
[null,"8.2.2","Remove and grub large trees and tree stumps of girth:"]
[]
["I.3.1.2",null,"a) Over 1m and up to and including 2m","No.",{"v":1,"d":"1.0"}]
[]
["I.3.1.3",null,"b) Over 2m and up to and including 3m","No.",{"v":1,"d":"1.0"}]
[]
["I.3.1.4","PSC 8.2.12","Remove and Reinstate Weldmesh Fences of Maximum Height = 1.8 m","m",{"v":20,"d":"20.0"}]
[]
["I.3.1.5","PSC 8.2.8","Demolish, remove and dispose of structures, including manholes, brickwork walls etc. (provisional)","m3",{"v":10,"d":"10.0"}]
[]
["I.3.1.6","PSC 8.2.15","Removal of Existing Asphalt Pavement","m2",7.5]
[]
[null,"PSC 8.2.11","Removal  and disposal of Concrete Rings manhole inclusive of manhole Covers and Frames for the following depth categories:"]
[]
["I.3.1.7",null,"Over 0.0m and not exceeding 2.0m depth","No.",{"v":4,"d":"4.0"}]
[]
["I.3.1.8",null,"Over 1.0m and not exceeding 3.0m depth","No.",{"v":2,"d":"2.0"}]
[]
["I.3.1.9","PSC 8.2.11","Removal and Dispoal of Existing concrete ring manhole cover and frame","No.",{"v":5,"d":"5.0"}]
[]
["I.3.2","SANS  1200 D"," EARTHWORKS"]
[]
["I.3.2.1","PSD 8.3.1.2","Remove topsoil to nominal depth 150mm, stockpile and maintain","m2",{"v":300,"d":"300.0"}]
[]
[null,"8.3.2","Bulk Excavation:"]
[]
["I.3.2.2",null,"a) Excavate in all materials and use for embankment or backfill or dispose as ordered","m3",{"v":175,"d":"175.0"}]
[]
[null,null,"c) Extra Over Item I.3.2.2 for :"]
[]
["I.3.2.3",null,"1) Intermediate excavation","m3",{"v":30,"d":"30.0"}]
[]
["I.3.2.4",null,"2) Hard rock excavation","m3",{"v":15,"d":"15.0"}]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.3.2.5","PSD 8.3.4","Import G8 material from commercial sources and compact to 90% MOD AASTHO","m3",{"v":60,"d":"60.0"}]
[]
["I.3.2.6","8.3.6","Topsoiling from stockpile to a thickness of 100mm","m2",{"v":100,"d":"100.0"}]
[]
["I.3.2.7","PS.31","Supply and lay 'Cynodon Dactylon' grassing (including fertilizer, watering and full maintenance) ","m2",{"v":100,"d":"100.0"}]
[]
["I.3.3","SANS 1200 DB","EARTHWORKS FOR PIPE TRENCHES "]
[]
[null,"PSDB 8.3.2","Excavation"]
[]
[null,null,"a) Excavate in all materials for trenches for 160 - 200mm diameter pipes, backfill, compact to 90% MOD AASHTO, and dispose of surplus material. \n\nRate to include for cutting of level bench and all other costs deemed necessary by the Contractor"]
[]
["I.3.3.1",null,"Over 0.0m and not exceeding 1.0m","m",{"v":5,"d":"5.0"}]
[]
["I.3.3.2",null,"Over 1.0m and not exceeding 2.0m","m",{"v":35,"d":"35.0"}]
[]
["I.3.3.3",null,"Over 2.0m and not exceeding 3.0m","m",{"v":10,"d":"10.0"}]
[]
[null,null,"a) Excavate in all materials for trenches for 450mm-600mm diameter pipes, backfill, compact to 90% MOD AASHTO, and dispose of surplus material. \n\nRate to include for cutting of level bench and all other costs deemed necessary by the Contractor"]
[]
["I.3.3.4",null,"Over 1.0m and not exceeding 2.0m","m",{"v":5,"d":"5.0"}]
[]
[null,null,"b) Extra-Over Items I.1.3.3.1 - I.1.3.3.4 for:"]
[]
["I.3.3.5",null,"1) Intermediate Excavation","m3",{"v":20,"d":"20.0"}]
[]
["I.3.3.6",null,"2) Hard rock excavation","m3",{"v":5,"d":"5.0"}]
[]
["I.3.3.7",null,"3) Boulder Excavation","m3",{"v":5,"d":"5.0"}]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.3.3.8","8.3.2","c) Excavate and dispose of unsuitable material from trench bottom","m3",{"v":10,"d":"10.0"}]
[]
[null,"8.3.3","Excavation Ancillaries:"]
[]
[null,"8.3.3.1","Make up deficiency in backfill material"]
[]
["I.3.3.9",null,"c) By importation of G8 material from commercial sources and compaction to 93% Mod AASHTO.","m3",{"v":60,"d":"60.0"}]
[]
[null,"8.3.4","Particular Items"]
[]
["I.3.3.10","8.3.4.a)","Shore trench opposite structure or service (to maximum depth of 3.0m) - provisional","m",{"v":10,"d":"10.0"}]
[]
[null,"8.3.5","Existing Services"]
[]
[null,null,"a) Services that intersect a trench"]
[]
["I.3.3.11",null,"HDPe / PVC Water Pipelines (Up to & incl. 110 Ø)","No.",{"v":3,"d":"3.0"}]
[]
["I.3.3.12",null,"Concrete Stormwater Pipelines (Up to & incl. 525 Ø)","No.",{"v":2,"d":"2.0"}]
[]
[null,null,"b) Services that adjoin a trench"]
[]
["I.3.3.13",null,"HDPe / PVC Water Pipelines (Up to & incl. 110 Ø)","m",{"v":20,"d":"20.0"}]
[]
["I.3.4","SANS  1200 DK","GABIONS AND PITCHING"]
[]
["I.3.4.1",null,"a) Cavities filled with approved excavated material of rock","m2",{"v":15,"d":"15.0"}]
[]
[null,"8.2.2","PVC coated (0.5mm thickness) Class A hexagonal mesh gabion boxes with rock fill (commercial stones), (Gabion 80 x 100) mesh aperture (mattresses 60 x 80) for the following sizes:"]
[]
["I.3.4.2",null,"1.0m x 1.0m x 1.0m gabion basket","m3",{"v":45,"d":"45.0"}]
[]
["I.3.4.3",null,"2.0m x 1.0m x 1.0m gabion basket","m3",{"v":60,"d":"60.0"}]
[]
["I.3.4.4",null,"3.0m x 1.0m x 1.0m gabion basket","m3",{"v":30,"d":"30.0"}]
[]
["I.3.4.5","8.2.4","Geotextile (A4 Kaytech or similar approved)","m2",{"v":150,"d":"150.0"}]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.3.4.5","8.2.5","Medium grouted pitching of 300mm thickness and main stone size of 150mm as smallest dimension","m2",{"v":20,"d":"20.0"}]
[]
["I.3.4.6",null,"Concrete Capping to Gabion Baskets (Provisional):"]
[]
["I.3.4.6.1",null,"Rough Vertical Formwork","m2",{"v":20,"d":"20.0"}]
[]
["I.3.4.6.2",null,"Class 30/19 MPa Concrete","m3",{"v":5,"d":"5.0"}]
[]
["I.3.5","SANS  1200 DM","EARTHWORKS ( ROADS, SUBGRADE)"]
[]
[null,"8.3.7","Cut to Spoil From:"]
[]
["I.3.5.1",null,"a) Soft Excavation","m3",{"v":6,"d":"6.0"}]
[]
[null,"8.3.13","Surface Finishing"]
[]
["I.3.5.2",null,"a) Topsoiling from stockpiled material to a thickness of 100mm","m2",{"v":20,"d":"20.0"}]
[]
["I.3.5.3","PS.31","b) Supply and lay 'Cynodon Dactylon' grassing (including fertilizer, watering and full maintenance) ","m2",{"v":20,"d":"20.0"}]
[]
[null,"8.3.16","Gravel Surface Layer "]
[]
["I.3.5.4",null,"Construct Selected layer G7 from commercial sources, 150mm thick compacted to 95% Mod. AASHTO maximum density","m3",{"v":2,"d":"2.0"}]
[]
["I.3.5.5",null,"Construct Selected layer G8 from commercial sources, 150mm thick compacted to 90% Mod. AASHTO maximum density","m3",{"v":2,"d":"2.0"}]
[]
["I.3.6","SANS 1200 G","CONCRETE STRUCTURAL"]
[]
[null,8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["I.3.6.1","8.2.1","Rough vertical formwork for RC foundations for pipe bridges","m2",{"v":10,"d":"10.0"}]
[]
["I.3.6.2","8.2.2","Smooth Vertical Formwork for pipe bridge columns and walls","m2",{"v":5,"d":"5.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,"PSG 8.2.6","Box out holes/form voids:"]
[]
[null,null,"a) Small, Circular, of diameter up to and including 0.35m:"]
[]
["I.3.6.3",null,"1) Over 0.0m and not exceeding 0.5m deep","No.",{"v":2,"d":"2.0"}]
[]
[null,8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["I.3.6.4","8.3.1","High  Tensile steel bars","t",2.5]
[]
["I.3.6.5","PSG 8.3.1.1","Extra-Over Item I.3.6.4 for doweling of Y20 high tensile steel bars into bedrock, including for wet-to-dry epoxy","t",{"v":1,"d":"1.0"},null,null,"Kugan to review  - qty seems high"]
[]
[null,8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
["I.3.6.6","8.4.2","50mm Blinding Layer 15 MPa/19mm","m3",{"v":1,"d":"1.0"}]
[]
[null,"8.4.3","Strength Concrete"]
[]
["I.3.6.7",null,"25MPa/19mm Concrete for  footings, column bases, plinths, wash and cover slabs ","m3",2.5]
[]
["I.3.6.8",null,"30MPa/19mm Concrete for footings, columns and walls","m3",{"v":2,"d":"2.0"}]
[]
["I.3.6.9","8.7","Non-shrink grout (Sikadur-42 ZA, or similar approved) for rock anchoring","m3",0.5,null,null,"To be discussed, prefer to include in the PSG 8.3.1.1 item, as it is such a small quantity and difficult to measure"]
[]
[null,"8.4.4","Unformed surface finishes"]
[]
["I.3.6.10",null,"a) Wood Float finish","m2",{"v":5,"d":"5.0"}]
[]
["I.3.6.11",null,"b) Steel Float Finish","m2",{"v":5,"d":"5.0"}]
[]
["I.3.6.12","PSG 8.10","Stainless Steel Pipe fixing bracket complete as per Detail H on drawing D34843.00C-133-01","No.",{"v":3,"d":"3.0"},null,null,"Also can include the grout into this item"]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.3.7","SANS  1200 LB","BEDDING : PIPES"]
[]
[null,"PSLB 8.2.1","Provision of bedding from trench excavation, regardless of distance (Provisional):"]
[]
["I.3.7.1",null,"b) Selected fill material","m3",{"v":5,"d":"5.0"}]
[]
[null,"PSLB 8.2.2","Supply only of bedding by importation (note: all importation of bedding material, regardless of source or distance, shall be regarded as freehaul)"]
[]
[null,"PSLB 8.2.2.2","From Commerical  Sources:"]
[]
["I.3.7.2",null,"a) Selected granular material","m3",{"v":20,"d":"20.0"}]
[]
["I.3.7.3",null,"b) Selected fill material","m3",{"v":35,"d":"35.0"}]
[]
[null,"PSLB 8.2.6","Provision of Stone Bedding:"]
[]
["I.3.7.4",null,"a) 19mm Crushed stone for water logged trench bottom","m3",{"v":5,"d":"5.0"}]
[]
["I.3.7.5",null,"b) Geotextile for subsoil drain  (A4 Kaytech or similar approved)","m2",{"v":20,"d":"20.0"}]
[]
["I.3.8","SANS  1200 LD","SEWERS"]
[]
[null,"8.2.1","Supply, lay, joint, bed and test the following pipes:"]
[]
["I.3.8.1",null,"DN160 heavy duty spigot and socket solid wall uPVC pipe (Class 34)  in road reserves and servitudes","m",{"v":50,"d":"50.0"}]
[]
["I.3.8.2",null,"DN150 spigot and socket ductile iron pipe (High Alumina Cement Mortar Lined) on concrete plinths and pipe bridges","m",{"v":10,"d":"10.0"}]
{"$rows_empty":9}
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,"PSLD 8.2.3","Construct concrete manhole using 1000mm ND precast concrete rings complete as per Detail B on Drawing D34843.00--133-01 including light duty cover and frame, excavation,  and Type 'A' benching etc. for the following depth categories:"]
[]
["I.3.8.3",null,"Over 0.0 m and not exceeding 1.5m deep in road reserves and servitudes","No.",{"v":1,"d":"1.0"}]
[]
["I.3.8.4",null,"Over 1.5m and not exceeding 2.0m deep in road reserves and servitudes","No.",{"v":1,"d":"1.0"}]
[]
["I.3.8.5",null,"Over 2.0m and not exceeding 2.5m deep in road reserves and servitudes","No.",{"v":2,"d":"2.0"}]
[]
["I.3.8.6",null,"Over 2.5m and not exceeding 3.0m deep in road reserves and servitudes","No.",{"v":1,"d":"1.0"}]
[]
[null,"8.2.4","Extra Over Items I.3.8.3 - I.3.8.6 for:"]
[]
["I.3.8.7",null,"Construction of Backdrop Manholes: Type A complete as per Detail D on Drawing D34843.00C-133-01 for a depth greater than 1.0m but not exceeding 2.0 m ","No.",{"v":1,"d":"1.0"}]
[]
["I.3.8.8",null,"Construction of Backdrop Manholes: Type B complete as per Detail D on Drawing D34843.00 - 133-01 for a depth greater than 1.0m but not exceeding 2.0 m ","No.",{"v":1,"d":"1.0"}]
[]
["I.3.8.9",null,"Type 'B' benching","No.",{"v":2,"d":"2.0"}]
[]
["I.3.8.10",null,"Heavy duty concrete manhole cover and frame","No.",{"v":3,"d":"3.0"}]
[]
[null,"8.2.6","Erf Connections"]
[]
["I.3.8.11",null,"Connection into main sewer pipeline complete as per Detail  C on Drawing D34843.00-133-01 \n\nRate to include for all excavation, backfilling, bedding, disposal of surplus material and the supply, installation and laying of 110mm diameter uPVC pipe class 34, junctions, 110mm uPVC fittings, rodding eye, cover slab etc. for depths greater than 1.0m but not exceeding 2.0m","No.",{"v":1,"d":"1.0"}]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[]
["I.3.8.12","8.2.6","Extra-over item I.3.8.12 for connections into manholes including benching, all associated works and making good upon completion ","No.",{"v":2,"d":"2.0"}]
[]
["I.3.8.13","8.2.7","Encasing of pipes in concrete Grade 25MPa/19mm as per detail E on drawing D34843.00C-133-01 including for formwork","m3",{"v":5,"d":"5.0"}]
[]
[null,"8.2.11","Break and connect into existing manhole for new connection, deal with live sewer flow and make good all benching:"]
[]
["I.3.8.14",null,"160mm ND solid wall uPVC pipe","No.",{"v":1,"d":"1.0"}]
[]
["I.3.8.15","PSLD 8.2.16","Conduct manhole watertightness test","No.",{"v":2,"d":"2.0"}]
[]
["I.3.8.16","PS.26","Unblocking of Existing Sewer Manholes","No.",{"v":8,"d":"8.0"}]
[]
["I.3.8.17","PS.27","High Pressure Jetting and Clearing of DN160 Sewer Pipeline","m",{"v":160,"d":"160.0"}]
[]
["I.3.8.18","PSLD 8.2.13","Supply, install and seal 1000mm diameter x 500mm high precast concrete manhole rings","No.",{"v":5,"d":"5.0"}]
[]
[null,"PSLD 8.2.14","Supply, install, seal and fix 1000mm diameter precast concrete manhole cover and frame for the following duty classes:"]
[]
["I.3.8.19",null,"Light Duty","No",{"v":2,"d":"2.0"}]
[]
["I.3.8.20",null,"Heavy Duty","No",{"v":2,"d":"2.0"}]
[]
["I.3.9","SANS  1200 LE","STORMWATER DRAINAGE"]
[]
["I.3.9.1","8.2.1","Supply and Lay DN375 Class 100 D spigot and socket concrete pipe culverts on Class C bedding","m",{"v":5,"d":"5.0"}]
[]
[null,"8.2.4","Extra Over Item I.3.9.1 for cutting end units for culverts on site"]
[]
["I.3.9.2",null,"a) Straight cut","No.",{"v":1,"d":"1.0"}]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[]
[null,"8.2.8","Supply and Install Manholes, Catchpits and the Likes"]
[]
["I.3.9.3",null,"Single Stormwater Manhole Over 1m and not exceeding 2.0m as per Detail G on Drawing D34843.00C-123-01","No.",{"v":1,"d":"1.0"}]
[]
["I.3.9.4","PSLE 8.2.14","Inlet and Outlet Headwall complete as per Detail F on Drawing D34843.00C-123-01","No.",{"v":1,"d":"1.0"}]
[]
["I.3.9.5","8.2.11","Anchor blocks Grade 25MPa/19mm (including for rough vertical formwork)","m3",{"v":2,"d":"2.0"}]
[]
["I.3.10","SANS  1200 ME","SUBBASE"]
[]
["I..3.10.1","8.3.3","Construct subbase using G5 material from commercial sources compacted to 98 % Mod AASHTO max. density for roads","m3",{"v":2,"d":"2.0"}]
[]
["I.3.11","SANS 1200 MF"," BASE"]
[]
["I.3.11.1","8.3.3","a) Construct base with material G2 from commercial sources material compacted to 98 % Mod.AASHTO max. density for roads","m3",{"v":2,"d":"2.0"}]
[]
["I.3.12","SANS 1200 MH"," ASPHALT SURFACING"]
[]
["I.3.12.1","8.5.1","Tack Coat of 60%  stable grade emulsion - Application rate 0.3 L/m2","m2",7.5]
[]
["I.3.12.2","8.5.4","50mm Thick Sa - S14 Asphalt Wearing Course compacted o 93% MTRD","m2",{"v":1,"d":"1.0"}]
{"$rows_empty":15}
["TOTAL SCHEDULE I.3 CARRIED FORWARD TO SUMMARY:"]
[]
["I.4",null,"AFFECTED AREA 4"]
[]
["I.4.1","SANS 1200 C","SITE CLEARANCE"]
[]
["I.4.1.1","8.2.1.1","Clear and Grub of storm damaged areas","m2",{"v":60,"d":"60.0"}]
[]
["I.4.2","SANS  1200 D"," EARTHWORKS"]
[]
["I.4.2.1","PSD 8.3.1.2","Remove topsoil to nominal depth 150mm, stockpile and maintain","m2",{"v":20,"d":"20.0"}]
[]
["I.4.2.2","8.3.2","a) Excavate in all materials and use for embankment or backfill or dispose as ordered","m3",{"v":55,"d":"55.0"}]
[]
[null,null,"c) Extra Over Item I.4.2.2 for :"]
[]
["I.4.2.3",null,"1) Intermediate excavation","m3",{"v":10,"d":"10.0"}]
[]
["I.4.2.4",null,"2) Hard rock excavation","m3",{"v":5,"d":"5.0"}]
[]
["I.4.2.5","PSD 8.3.4","Import G8 material from commercial sources and compact to 90% MOD AASTHO","m3",{"v":20,"d":"20.0"}]
[]
["I.4.2.6","8.3.6","Topsoiling from stockpile to a thickness of 100mm","m2",{"v":10,"d":"10.0"}]
[]
["I.4.2.7","PS.31","Supply and lay 'Cynodon Dactylon' grassing (including fertilizer, watering and full maintenance) ","m2",{"v":10,"d":"10.0"}]
[]
["I.4.3","SANS 1200 DB","EARTHWORKS FOR PIPE TRENCHES "]
[]
[null,"PSDB 8.3.2","Excavation"]
[]
[null,null,"a) Excavate in all materials for trenches for 250 - 375mm diameter pipes, backfill, compact to 90% MOD AASHTO, and dispose of surplus material for the following depth categories:\n\nRate to include for cutting of level bench and all other costs deemed necessary by the Contractor"]
[]
["I.4.3.1",null,"Over 0.0m and not exceeding 1.0m","m",{"v":5,"d":"5.0"}]
[]
["I.4.3.2",null,"Over 1.0m and not exceeding 2.0m","m",{"v":10,"d":"10.0"}]
[]
["I.4.3.3",null,"Over 2m and not exceeding 3.0m","m",{"v":5,"d":"5.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,null,"b) Extra-Over Items I.4.3.1 - I.4.3.3 for:"]
[]
["I.4.3.4",null,"1) Intermediate Excavation","m3",{"v":5,"d":"5.0"}]
[]
["I.4.3.5",null,"2) Hard rock excavation","m3",2.5]
[]
["I.4.3.6",null,"3) Boulder Excavation","m3",2.5]
[]
["I.4.3.7",null,"c) Excavate and dispose of unsuitable material from trench bottom","m3",3.5]
[]
[null,"8.3.3","Excavation Ancillaries"]
[]
[null,"8.3.3.1","Make up deficiency in backfill material"]
[]
["I.4.3.8",null,"c) By importation of G8 material from commercial sources and compaction to 93% Mod AASHTO.","m3",{"v":10,"d":"10.0"}]
[]
["I.4.4","SANS  1200 DK","GABIONS AND PITCHING"]
[]
["I.4.4.1","8.2.1","a) Cavities filled with approved excavated material of rock","m2",{"v":10,"d":"10.0"}]
[]
[null,"8.2.2","PVC coated (0.5mm thickness) Class A hexagonal mesh gabion boxes with rock fill (commercial stones), (Gabion 80 x 100) mesh aperture (mattresses 60 x 80) for the following sizes:"]
[]
["I.4.4.2",null,"1.0m x 1.0m x 1.0m gabion basket","m3",{"v":15,"d":"15.0"}]
[]
["I.4.4.3",null,"2.0m x 1.0m x 1.0m gabion basket","m3",{"v":15,"d":"15.0"}]
[]
["I.4.4.4",null,"3.0m x 1.0m x 1.0m gabion basket","m3",{"v":5,"d":"5.0"}]
[]
["I.4.4.5",null,"2.0m x 1.0m 0.3m reno mattress","m3",{"v":8,"d":"8.0"}]
[]
["I.4.4.6","8.2.4","Geotextile (A4 Kaytech or similar approved)","m3",{"v":150,"d":"150.0"}]
[]
["I.4.4.7","8.2.5","Medium grouted pitching of 300mm thickness and main stone size of 150mm as smallest dimension","m2",{"v":10,"d":"10.0"}]
{"$rows_empty":7}
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.4.4.8","PSDK 8.2.8","Concrete Capping to Gabion Baskets (Provisional):"]
[]
["I.4.4.8.1",null,"Rough Vertical Formwork","m2",{"v":10,"d":"10.0"}]
[]
["I.4.4.8.2",null,"Class 30/19 MPa Concrete","m3",2.5]
[]
["I.4.5","SANS  1200 LB","BEDDING : PIPES"]
[]
[null,"PSLB 8.2.1","Provision of bedding from trench excavation, regardless of distance (Provisional):"]
[]
["I.4.5.1",null,"b) Selected fill material","m3",{"v":5,"d":"5.0"}]
[]
[null,null,"Supply only of bedding by importation (note: all importation of bedding material, regardless of source or distance, shall be regarded as freehaul)"]
[]
[null,"PSLB 8.2.2.2","From Commerical  Sources:"]
[]
["I.4.5.2",null,"a) Selected granular material","m3",{"v":15,"d":"15.0"}]
[]
["I.4.5.3",null,"b) Selected fill material","m3",{"v":10,"d":"10.0"}]
[]
[null,"PSLB 8.2.6","Provision of Stone Bedding:"]
[]
["I.4.5.4",null,"a) 19mm Crushed stone for water logged trench bottom","m3",{"v":5,"d":"5.0"}]
[]
[null,null,"b) Geotextile for subsoil drain  (A4 Kaytech or similar approved)","m2",{"v":20,"d":"20.0"}]
[]
["I.4.6","SANS  1200 LD","SEWERS"]
[]
[null,"8.2.1","Supply, lay, joint, bed and test the following pipes"]
[]
["I.4.6.1",null,"DN250 heavy duty spigot and socket solid wall uPVC pipe (Class 34)  in road reserves and servitudes","m",{"v":12,"d":"12.0"}]
[]
["I.4.6.2",null,"DN315 heavy duty spigot and socket solid wall uPVC pipe (Class 34)  in road reserves and servitudes","m",{"v":12,"d":"12.0"}]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
[null,"PSLD 8.2.3","Construct concrete manhole using 1000mm ND precast concrete rings complete as per Detail B on Drawing D34843.00C-133-01 including light duty cover and frame, excavation,  and Type 'A' benching etc. for the following depth categories:"]
[]
["I.4.6.3",null,"Over 0m and not exceeding 1.5m deep ","No.",{"v":1,"d":"1.0"}]
[]
["I.4.6.4",null,"Over 1.5m and not exceeding 2.0m deep ","No.",{"v":1,"d":"1.0"}]
[]
["I.4.6.5",null,"Over 2.0m and not exceeding 2.5m deep ","No.",{"v":1,"d":"1.0"}]
[]
["I.4.6.6","8.2.7","Encasing of pipes in concrete Grade 25MPa/19mm as per detail E on drawing D34843.00C-133-01","m3",{"v":5,"d":"5.0"}]
[]
["I.4.6.7","PSLD 8.2.16","Conduct manhole watertightness test","No.",{"v":1,"d":"1.0"}]
[]
["I.4.6.8","PS.26","Unblocking of Existing Sewer Manholes","No.",{"v":2,"d":"2.0"}]
[]
[null,"PS.27","High Pressure Jetting and Clearing of Sewer Pipeline for the following pipe diameters:"]
[]
["I.4.6.9",null,"DN250","m",{"v":10,"d":"10.0"}]
[]
["I.4.6.10",null,"DN300","m",{"v":10,"d":"10.0"}]
{"$rows_empty":22}
["TOTAL SCHEDULE I.4 CARRIED FORWARD TO SUMMARY:"]
[]
["I.5",null,"AFFECTED AREA 5"]
[]
["I.5.1","SANS 1200 C","SITE CLEARANCE"]
[]
["I.5.1.1","8.2.1.1","Clear and Grub of storm damaged areas","m2",{"v":50,"d":"50.0"}]
[]
["I.5.2","SANS  1200 D"," EARTHWORKS"]
[]
["I.5.2.1","PSD 8.3.1.2","Remove topsoil to nominal depth 150mm, stockpile and maintain","m2",{"v":20,"d":"20.0"}]
[]
["I.5.2.2","8.3.2","a) Excavate in all materials and use for embankment or backfill or dispose as ordered","m3",{"v":15,"d":"15.0"}]
[]
[null,null,"c) Extra Over Item I.5.2.2 for :"]
[]
["I.5.2.3",null,"1) Intermediate excavation","m3",{"v":10,"d":"10.0"}]
[]
["I.5.2.4",null,"2) Hard rock excavation","m3",{"v":5,"d":"5.0"}]
[]
["I.5.2.5","PSD 8.3.4","Import G8 material from commercial sources and compact to 90% MOD AASTHO","m3",{"v":5,"d":"5.0"}]
[]
["I.5.2.6","8.3.6","Topsoiling from stockpile to a thickness of 100mm","m²",{"v":10,"d":"10.0"}]
[]
["I.5.2.7","PS.31","Supply and lay 'Cynodon Dactylon' grassing (including fertilizer, watering and full maintenance) ","m²",{"v":10,"d":"10.0"}]
[]
["I.5.2","SANS  1200 DK","GABIONS AND PITCHING"]
[]
["I.5.2.1","8.2.1","a) Cavities filled with approved excavated material of rock","m2",{"v":10,"d":"10.0"}]
[]
[null,"8.2.2","PVC coated (0.5mm thickness) Class A hexagonal mesh gabion boxes with rock fill (commercial stones), (Gabion 80 x 100) mesh aperture (mattresses 60 x 80) for the following sizes:"]
[]
["I.5.2.2",null,"1.0m x 1.0m x 1.0m gabion basket","m3",2.5]
[]
["I.5.2.3",null,"2.0m x 1.0m x 1.0m gabion basket","m3",7.5]
[]
["I.5.2.4",null,"3.0m x 1.0m x 1.0m gabion basket","m3",{"v":2,"d":"2.0"}]
[]
["I.5.2.5",null,"4.0m x 1.0m x 1.0m gabion basket","m3",{"v":2,"d":"2.0"}]
[]
["I.5.2.6",null,"2.0m x 1.0m 0.3m reno mattress","m3",7.5]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["I.5.2.7","8.2.4","Geotextile (A4 Kaytech or similar approved)","m2",{"v":50,"d":"50.0"}]
[]
["I.5.2.8","8.2.5","Medium grouted pitching of 300mm thickness and main stone size of 150mm as smallest dimension","m2",{"v":10,"d":"10.0"}]
[]
["I.5.2.9","PSDK 8.2.8","Concrete Capping to Gabion Baskets (Provisional):"]
[]
["I.5.2.9.1",null,"Rough Vertical Formwork","m2",{"v":20,"d":"20.0"}]
[]
["I.5.2.9.2",null,"Class 30/19 MPa Concrete","m3",{"v":5,"d":"5.0"}]
[]
["I.5.3","SANS  1200 LB","BEDDING : PIPES"]
[]
[null,"PSLB 8.2.2","Supply only of bedding by importation (note: all importation of bedding material, regardless of source or distance, shall be regarded as freehaul)"]
[]
[null,"PSLB 8.2.2.2","From Commerical  Sources:"]
[]
["I.5.3.1",null,"a) Selected granular material","m3",{"v":5,"d":"5.0"}]
[]
["I.5.3.2",null,"b) Selected fill material","m3",2.5]
[]
[null,"PSLB 8.2.6","Provision of Stone Bedding:"]
[]
["I.5.3.3",null,"a) 19mm Crushed stone for water logged trench bottom","m3",2.5]
[]
[null,null,"b) Geotextile for subsoil drain  (A4 Kaytech or similar approved)","m2",{"v":15,"d":"15.0"}]
[]
["I.5.4","SANS  1200 LD","SEWERS"]
[]
["I.5.4.1","PS.26","Unblocking of Existing Sewer Manholes","No.",{"v":5,"d":"5.0"}]
[]
[null,"PS.27","High Pressure Jetting and Clearing of Sewer Pipeline for the following pipe diameter catergories"]
[]
["I.5.4.2",null,"DN160","m",{"v":20,"d":"20.0"}]
[]
["I.5.4.3",null,"DN200","m",{"v":5,"d":"5.0"}]
[]
[]
[]
["TOTAL SCHEDULE I.5 CARRIED FORWARD TO SUMMARY:"]

{"sheet":"I-Sum","index":15,"n_rows":16,"n_cols":6,"rows_kept":16,"merged":[[0,0,0,5],[1,0,1,5],[2,0,2,5],[3,1,3,4],[4,0,4,5],[5,1,5,4],[6,0,6,5],[7,1,7,4],[8,0,8,5],[9,1,9,4],[10,0,10,5],[11,1,11,4],[12,0,12,5],[13,1,13,4],[14,0,14,5],[15,1,15,4]]}
["SCHEDULE I: UPSTREAM CATCHMENT AREA REPAIRS"]
["SUMMARY OF SECTIONS - SCHEDULE I"]
[]
["SECTION","DESCRIPTION",{"$nulls":3},"AMOUNT"]
[]
["I.1","AFFECTED AREA 1"]
[]
["I.2","AFFECTED AREA 2"]
[]
["I.3","AFFECTED AREA 3"]
[]
["I.4","AFFECTED AREA 4"]
[]
["I.5","AFFECTED AREA 5"]
[]
["I","TOTAL SCHEDULE I CARRIED FORWARD TO SUMMARY PAGE\n(I.1 + I.2 + I.3 + I.4 + I.5)"]

{"sheet":"J","index":16,"n_rows":227,"n_cols":9,"rows_kept":227,"merged":[[0,0,0,6],[37,0,37,5],[38,0,38,5],[75,0,75,5],[76,0,76,5],[116,0,116,5],[117,0,117,5],[151,0,151,5],[152,0,152,5],[190,0,190,5],[191,0,191,5],[226,0,226,5]]}
["SCHEDULE J: EARTHWORKS, STORMWATER CONTROL & FLOOD DAMAGES RESTORATION"]
["I.TEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["J.1","SANS 1200 C","SITE CLEARANCE"]
[]
["J.1.1","PSC 8.2.11","Clear, Lift, Load and Dispose of Materials in Approved Dump Site ","m3",{"v":1500,"d":"1,500.0"}]
[]
["J.1.2","8.2.2","Remove and Grub trees and tree stumps of girth:"]
[]
["J1.2.1",null,"a) Over 1m and up to and including 2m","No.",{"v":5,"d":"5.0"}]
[]
["J1.3","PSC 8.2.17","Removal and disposal of existing concrete surfaces","m3",{"v":20,"d":"20.0"}]
[]
["J1.4","PSC 8.2.15","Removal of Existing Pavement (Rate to include for Asphalt surfacings up to a maximum of 50mm thick)","m2",{"v":160,"d":"160.0"}]
[]
["J.2","SANS 1200 D","EARTHWORKS "]
[]
["J.2.1","PSC 8.3.1.2","a) Remove topsoil to nominal depth of 200mm, stockpile, maintain and if in excess of requirements dispose off in approved area.","m2",{"v":2500,"d":"2,500.0"}]
[]
["J.2.2","8.3.2","a) Excavate in all materials and use for embankment or backfill or dispose as directed by the Engineer.","m3",{"v":200,"d":"200.0"}]
[]
["J.2.3","8.3.2","b) Extra Over Item J.2.2 for :"]
[]
["J.2.3.1",null,"1) Intermediate excavation","m3",{"v":55,"d":"55.0"}]
[]
["J.2.3.2",null,"2) Hard rock excavation","m3",{"v":10,"d":"10.0"}]
[]
["J.2.4","PSD 8.3.4","Import G8 material from commercial sources and compact to 90% of MDD for platforms, embankments e.t.c.","m3",{"v":3500,"d":"3,500.0"},{"$nulls":3},"Speak to some suppliers to confirm the rate"]
[]
["J.2.5","8.3.10","Topsoiling from stockpile to a thickness of 100mm","m2",{"v":2500,"d":"2,500.0"}]
[]
["J.2.6","PS.22","Supply and lay 'Cynodon Dactylon' grassing (including fertilizer, watering and full maintenance) ","m2",{"v":2500,"d":"2,500.0"},{"$nulls":3},"double check that speck has been provided"]
[]
["J.2.7","PS.41.3.a)","Supply and lay High tensile strength geotextile Rock Grid PC or similar approved to support, stabilise and reinforce the embankment","m2",{"v":3000,"d":"3,000.0"}]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["J.3","SANS 1200 DB","EARTHWORKS FOR PIPE TRENCHES"]
[]
[null,"PSDB 8.3.2","Excavation:"]
[]
["J.3.1",null,"a) Excavate in all materials for pipe trenches up to 160mm diameter pipes, backfill, compact to 93% of MDD, and dispose of surplus material.Rate to include for cutting of level bench and all other costs deemed necessary by the Contractor"]
[]
["J.3.1.1",null,"Over 0m and not exceeding 1.0m","m",{"v":30,"d":"30.0"}]
[]
["J.3.1.2",null,"Over 1m and not exceeding 2.0m","m",{"v":180,"d":"180.0"}]
[]
["J.3.2",null,"a) Excavate in all materials for pipe trenches for 450mm diameter pipes, backfill, compact to 93% MOD AASHTO, and dispose of surplus material. Rate to include for cutting of level bench and all other costs deemed necessary by the Contractor"]
[]
["J.3.2.1",null,"Over 0m and not exceeding 1.0m","m",{"v":20,"d":"20.0"}]
[]
["J.3.2.2",null,"Over 1m and not exceeding 2.0m","m",{"v":320,"d":"320.0"}]
[]
["J.3.2.3",null,"Over 2.0m and not exceeding 3.0m","m",{"v":10,"d":"10.0"}]
[]
["J.3.3",null,"a) Excavate in all materials for pipe trenches for 600mm diameter pipes, backfill, compact to 90% MOD AASHTO, and dispose of surplus material. Rate to include for cutting of level bench and all other costs deemed necessary by the Contractor"]
[]
["J.3.3.1",null,"Over 0m and not exceeding 1.0m","m",{"v":5,"d":"5.0"}]
[]
["J.3.3.2",null,"Over 1m and not exceeding 2.0m","m",{"v":10,"d":"10.0"}]
[]
["J.3.4",null,"b) Extra-Over Items J.3.1, J.3.2 and J.3.3 for:"]
[]
["J.3.4.1",null,"1) Intermediate Excavation","m3",{"v":100,"d":"100.0"}]
[]
["J.3.4.2",null,"2) Hard rock excavation","m3",{"v":60,"d":"60.0"}]
[]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["J.3.5","8.3.3","Excavation Ancillaries"]
[]
[null,"8.3.3.1","Make up deficiency in backfill material"]
[]
["J.3.5.1",null,"c) By importation of G8 material from commercial sources and compaction to 93% Mod AASHTO.","m3",{"v":100,"d":"100.0"}]
[]
["J.4","SANS 1200 DK","GABIONS AND PITCHING"]
[]
["J.4.1","8.2.1","Surface preparation for bedding of gabions",{"$nulls":4},"This item is supposed to be split up between rock and 15 MPa concrete"]
[]
["J.4.1.1",null,"a) Cavities filled with approved excavated material or rock","m2",{"v":46,"d":"46.0"}]
[]
["J.4.1.2",null,"b) Cavities filled with Class 15/19 MPa concrete (provisional)","m2",{"v":46,"d":"46.0"}]
[]
["J.4.2","8.2.2","PVC coated (0.5mm thickness) Class A hexagonal mesh gabion boxes with rock fill (commercial stones), (Gabion 80 x 100) mesh aperture (mattresses 60 x 80) for the following sizes:"]
[]
["J.4.2.1",null,"1.0m x 1.0m x 1.0m gabion basket","m3",{"v":40,"d":"40.0"}]
[]
["J.4.2.2",null,"2.0m x 1.0m x 1.0m gabion basket","m3",{"v":70,"d":"70.0"}]
[]
["J.4.2.3",null,"2.0m x 1.0m 0.3m reno mattress","m3",{"v":20,"d":"20.0"}]
[]
["J.4.3","8.2.4","Geotextile blanket for Gabions (A4 Kaytech (2.3mm thick, Penetration Load = 2.5KN, Porosity = 93%) or similar approved)","m2",{"v":180,"d":"180.0"},{"$nulls":3},"Consistency"]
[]
["J.5","SANS \n1200 G","CONCRETE WORKS (Structural)"]
[]
["J.5.1","8.2.1","Rough Formwork for drains, anchor blocks and culvert splitter blocks ","m2",{"v":300,"d":"300.0"}]
[]
["J.5.2","PSG 8.3.2","High Tensile Welded Ref Mesh .193","m2",{"v":320,"d":"320.0"}]
[]
["J.5.3","8.4.3","Class 25/19 MPa Concrete for drains ","m3",{"v":120,"d":"120.0"}]
[]
["J.5.3","8.4.4","Unformed surface finishes"]
[]
["J.5.3.1",null,"a) Wood-floated finish","m2",{"v":480,"d":"480.0"}]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["J.5.4 ","8.5","Joints"]
[]
["J.5.4.1",null,"Sawcut Joint for V-Drains complete as per Detail A  on Drawing D34843C.00-123-01","m",{"v":300,"d":"300.0"},null,null,"Never refer to Revisions of drawings. Cap descriptions at the 123-01 to cater for revisions down the line"]
[]
["J.5.4.2",null,"Expansion Joint Detail for V-Drains complete as per Detail A on Drawing D34843C.00-123-01","m",{"v":50,"d":"50.0"}]
[]
["J.5.4.3",null,"200 x 10 mm Thick Polyethylene Joint Former (\"Jointex\" by Sondor or similar approved) with hinged 10 x 10 mm temporary blocking piece, plugged with polysulphide joint sealant (\"Sikaflex\" by Sika or similar approved)","m",{"v":300,"d":"300.0"}]
[]
["J.5.4.4",null,"100 x 10mm wide  Bitumen impregnated soft board ","m",{"v":50,"d":"50.0"}]
[]
["J.6","SANS 1200 LB","SECTION 6 : BEDDING ( PIPES)"]
[]
["J.6.1","PSLB 8.2.1","Provision of bedding from trench excavation, regardless of distance (Provisional):"]
[]
["J.6.1.1",null,"b) Selected fill material","m3",{"v":300,"d":"300.0"}]
[]
["J.6.2","PSLB 8.2.2","Supply only of bedding by importation (note: all importation of bedding material, regardless of source or distance, shall be regarded as freehaul)"]
[]
[null,"PSLB 8.2.2.3","From commercial sources:"]
[]
["J.6.2.1",null,"a) Selected granular material","m3",{"v":600,"d":"600.0"}]
[]
["J.6.2.2",null,"b) Selected fill material","m3",{"v":200,"d":"200.0"}]
[]
["J.6.3","PSLB 8.2.6","Provision of Stone Bedding:"]
[]
["J.6.3.1",null,"a) Provision of crushed stone (14mm nominal size)","m3",{"v":15,"d":"15.0"}]
[]
["J.6.3.2",null,"b) Geotextile for subsoil drain  (A4 Kaytech or similar approved)","m2",{"v":320,"d":"320.0"}]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["J.7","SANS  1200 LE","STORMWATER DRAINAGE"]
[]
["J.7.1","8.2.1","Supply and Lay Concrete Pipe Culverts on Class C bedding"]
[]
["J.7.1.1",null,"DN450 Class 50 D spigot and socket","m",{"v":350,"d":"350.0"}]
[]
["J.7.1.2",null,"DN600 Class 100 D spigot and socket","m",{"v":10,"d":"10.0"}]
[]
[null,"PS.40.3.a)","Supply and Install Slotted Sub-Soil Pipe complete with couplings:"]
[]
["J.7.2",null,"DN110 slotted uPVC pipe normal duty","m",{"v":90,"d":"90.0"}]
[]
["J.7.3",null,"DN150 slotted uPVC pipe normal duty","m",{"v":75,"d":"75.0"}]
[]
["J.7.4","8.2.8","Supply and Install Manholes, Catchpits and the Like:"]
[]
["J.7.4.1",null,"a) Type 1 single manhole over 1m and not exceding 2m as per Detail G on Dwg No. D34843.00C-123-01.","No.",{"v":4,"d":"4.0"}]
[]
["J.7.4.2",null,"b) Type 2 catchpit manhole over 1m and not exceding 2m as per Detail H on Dwg No. D34843.00C-123-01.","No.",{"v":7,"d":"7.0"}]
[]
["J.7.4.3",null,"c) Type 1 single manhole over 2m and not exceding 3m as per Detail G on Dwg No. D34843.00C-123-01. ","No.",{"v":2,"d":"2.0"}]
[]
["J.7.4.4",null,"d) Type 2 single manhole over 2m and not exceding 3m as per Detail H on Dwg No. D4843.00C-123-01. ","No.",{"v":3,"d":"3.0"}]
[]
["J.7.4.5",null,"e) Single Manhole over 1m and not exceding 2m as per Detail K on Dwg No. D34843.00C-123-01. ","No.",{"v":2,"d":"2.0"}]
[]
["J.7.4.6",null,"f) Single Manhole over 2m and not exceding 3m as per Detail K on Dwg No. D4843C.00-123-01. ","No.",{"v":1,"d":"1.0"}]
[]
["J.7.5","PS.40.3.e)","Inspection boxes/Cleaning eyes","No.",{"v":6,"d":"6.0"}]
[]
["J.7.6","PSLE 8.2.14","Outlet Headwall complete as per Detail F on Dwg No. D34843.00C-123-01. ","No.",{"v":4,"d":"4.0"}]
[]
["J.7.7 ","8.2.10","Accessories"]
[]
[null,null,"d) Heavy duty concrete grid cover  (Dog bone) channel as per Detail B on Dwg No. D4843C.00-123-01. ","No.",{"v":60,"d":"60.0"}]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["J.8","SANS  1200 ME","SUBBASE"]
[]
["J.8.1","8.3.3","Supply G5 material from commercial sources and construct subbase ","m3",{"v":135,"d":"135.0"}]
[]
["J.8.2","8.3.5","Process subbase material by the following processes, as relevant and use in the subbase:"]
[]
["J.8.2.1",null,"d) Stabilisation to achieve a cement stabilised C4 layer  with UCS of 1.5MPa & Min I.T.S 200KPa compacted to 95% Mod AASHTO","m3",{"v":135,"d":"135.0"}]
[]
["J.8.3","8.3.8","Stabilising agent "]
[]
["J.8.3.1","8.3.8(b)"," b) Portland Cement ","t",{"v":15,"d":"15.0"}]
[]
["J.9","SANS 1200 MF","BASE"]
[]
["J.9.1","8.3.3","Construct base with material from commercial sources "]
[]
["J.9.1.1",null,"a) G2 material compacted to 102 % Mod.AASHTO max. density for roads","m3",{"v":54,"d":"54.0"}]
[]
["J.10","SANS 1200 MH","SECTION 10 : ASPHALT SURFACING"]
[]
["J.10.1","8.5.1 & PS.33.7.2","Prime coat of Inverted bitumen emulsion. Application Rate 0.7 L/m2","m2",{"v":180,"d":"180.0"}]
[]
["J.10.2","PS.33.7.2","Asphalt surfacing layer - sand skeletal mix - Continously graded as defined (40mm thickness, (Medium Grade) using A-E2 modified binder maximum aggregate size 14.0mm)","m2",{"v":180,"d":"180.0"}]
[]
["J.11","SANS 1200 MK","SECTION 11 : KERBING AND CHANNELING"]
[]
["J.11.1","8.2.2","Concrete kerbing and channeling combined as per Detail C on Dwg No. D34843.00C-123-01","m",{"v":200,"d":"200.0"}]
[]
[]
[]
[]
[]
[]
["TOTAL SCHEDULE J CARRIED FORWARD TO SUMMARY:"]

{"sheet":"K","index":17,"n_rows":177,"n_cols":7,"rows_kept":177,"merged":[[0,2,0,6],[48,0,48,5],[49,0,49,5],[86,0,86,5],[87,0,87,5],[127,0,127,5],[128,0,128,5],[176,0,176,5]]}
[null,null,"SCHEDULE K: SECOND CLASS WATER STORAGE TANK"]
["ITEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[]
["K.1","SANS 1200 D","EARTHWORKS"]
[]
["K.1.1","8.3.1.1","Clear and Strip Site Elevated Tank Foundations","m2",{"$f":"6*6","v":{"v":36,"d":"36.0"}}]
[]
["K.1.2","8.3.3","Restricted Excavation in all materials for tank platforms. Use for embankment or backfill or spread on site if excess.","m3",{"$f":"+E6*2","v":{"v":72,"d":"72.0"}}]
[]
["K.1.3",null,"b) Extra-Over Item K.1.2 above for:"]
[]
["K.1.3.1",null,"1) Intermediate Excavation (provisional)","m3",{"v":20,"d":"20.0"}]
[]
["K.1.3.2",null,"2) Hard Rock Excavation (provisional)","m3",{"v":5,"d":"5.0"}]
[]
["K.1.4","PSD 8.3.4","Import, Spread and Compact G5 Material to 95% MOD AASHTO, regardless of source","m3",{"$f":"ROUND(6*6*0.3,1)","v":10.8}]
[]
["K.1.5","PSD 8.3.14","Rip, re-compact and test in-situ material to 93% MOD AASHTO","m3",{"$f":"ROUND(6*6*0.15,1)","v":5.4}]
[]
["K.2","SANS 1200 G","CONCRETE STRUCTURAL"]
[]
["K.2.1",8.2,"Formwork"]
[]
[null,null,"Supply, erect, bind, handle and take down:"]
[]
["K.2.1.1","8.2.1","Rough Vertical Formwork for RC base","m2",{"$f":"+ROUND(6*0.5*4,1)","v":{"v":12,"d":"12.0"}}]
[]
["K.2.1.2","8.2.2","Smooth Vertical Formwork for RC Stub Columns","m2",{"$f":"+ROUND(1.2*0.6*4*4,1)","v":11.5}]
[]
["K.2.2",8.3,"Reinforcement"]
[]
[null,null,"Supply, Handle, Bend, Cut and Fix:"]
[]
["K.2.2.1","8.3.1","High Tensile Steel Bars","t",{"$f":"+ROUND((6*6*0.5*0.115)+(0.6*0.6*1.2*4*0.325),1)","v":2.6}]
[]
["K.2.3",8.4,"Concrete"]
[]
[null,null,"Supply, mix, place, compact and test:"]
[]
[null,"8.4.3","Strength Concrete:"]
[]
["K.2.3.1",null,"Class 30/19 MPa Concrete for RC Base Slab and Stub Columns","m3",{"$f":"+ROUND((6*6*0.5)+(0.6*0.6*1.2*4),1)","v":19.7}]
[]
["K.2.3.2",null,"Class 15/19 MPa Concrete for Blinding layer","m3",{"$f":"ROUND(6*6*0.05,1)","v":1.8}]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["K.2.4","8.4.4","Unformed Surface Finishes"]
[]
["K.2.4.1",null,"a) Wood-floated finish to top of stub columns","m2",{"$f":"+ROUND(0.6*0.6*4,1)","v":1.4}]
[]
["K.2.4.2",8.7,"a) Grouting between baseplates and stub columns","m3",0.5]
[]
["K.3","SANS 1200 L","MEDIUM PRESSURE PIPELINES"]
[]
["K.3.1","PS.38","Elevated Sectional Steel Storage Tank"]
[]
["K.3.1.1","PS.38.1","Supply, Install and Erect 32.7 kℓ Capacity Sectional Steel Tank (Epoxy-coated internally and hot dip galvanised externally) on 10m high galvanised tank stand C/W tank stand and base plate, walkway, internal and external cat ladders, holding down bolts, water level indicator, nozzle for float switch installation.","Sum",{"v":1,"d":"1.0"}]
[]
["K.3.1.2","PS.38.4","Sterilisation of Tank","Sum",{"v":1,"d":"1.0"}]
[]
["K.3.1.3","PS.38.5","Commissioning of Tank","Sum",{"v":1,"d":"1.0"}]
[]
["K.3.2","8.2.5","Supply and Place Pipes, Valves and Specials (Short Pipe Runs) for Elevated Tank Pipework:"]
[]
[null,null,"Note the following:"]
[]
[null,null,"(a) All stainless steel pipework to Gr 304 and to have minimum wall thickness of 6mm"]
[]
[null,null,"(b) All Flanges to be \"Raised Face\" to Table 1600/3 of SANS 1123"]
[]
[null,null,"(c) Nominal Pressure Rating = 16 bar"]
[]
[null,null,"(d) 3mm thick spiral wound ring gaskets (\"Maxiflex\" by Klinger or similar approved) to be used between all flanged connections"]
[]
[null,null,"Gr 304 Stainless Steel Pipe Lengths Flanged Both Ends for the following diameters and lengths:"]
[]
["K.3.2.1",null,"DN100 x 6000mm Long","No.",{"v":4,"d":"4.0"}]
[]
["K.3.2.2",null,"DN100 x 1000mm Long (Cut to Suit on Site)","No.",{"v":4,"d":"4.0"}]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["K.3.2.3",null,"DN80 x 6000mm Long","No.",{"v":4,"d":"4.0"}]
[]
["K.3.2.4",null,"DN80 x 1000mm Long (Cut to Suit on Site)","No.",{"v":4,"d":"4.0"}]
[]
[null,null,"Gr 304 Stainless Steel Medium Radius Bends (Flanged Both Ends) with the following diameters and dimensions:"]
[]
["K.3.2.5",null,"DN100 x 90 deg (R = 200mm, C/F = 260mm)","No.",{"v":2,"d":"2.0"}]
[]
["K.3.2.6",null,"DN100 x 45 deg (R = 200mm, C/F = 125mm)","No.",{"v":2,"d":"2.0"}]
[]
["K.3.2.7",null,"DN80 x 90 deg (R = 150mm, C/F = 220mm)","No.",{"v":4,"d":"4.0"}]
[]
["K.3.2.8",null,"DN80 x 45 deg (R = 150mm, C/F = 120mm)","No.",{"v":4,"d":"4.0"}]
[]
["K.3.2.9",null,"DN100 x DN80 x 75mm Long Gr 304 Stainless Steel Concentric Reducers (flanged both ends) for the following diameters and dimensions:","No.",{"v":2,"d":"2.0"}]
[]
[null,null,"Gr 304 Stainless Steel Tees (flanged all ends) for the following diameters and dimensions:"]
[]
["K.3.2.10",null,"DN80 x DN50 (C/F = 150mm)","No.",{"v":1,"d":"1.0"}]
[]
["K.3.2.11",null,"DN100 x DN80 (C/F = 180mm)","No.",{"v":1,"d":"1.0"}]
[]
["K.3.2.12",null,"Flanged DN80 Metal-Seated Wedge Gate Valve C/W Hand-Wheel","No.",{"v":3,"d":"3.0"}]
[]
["K.3.2.13",null,"DN110 Compression Flange Adaptor for HDPe Pipes (PN16)","No.",{"v":2,"d":"2.0"}]
[]
["K.3.2.14",null,"DN80 Flanged Equilibrium Float Valve (Model 7354 by Vosa or similar approved)","No.",{"v":1,"d":"1.0"}]
[]
[null,"PS.38.3","Flange Insulation Kit for Joining Stainless Steel to Galvanised Steel Pipe (dissimilar metals) including for G10 Glass Reinforced Epoxy bolt sleeves, washers gaskets and the like for the following diameters:"]
[]
["K.3.2.15",null,"DN100","No.",{"v":2,"d":"2.0"}]
[]
["K.3.2.16",null,"DN80","No.",{"v":2,"d":"2.0"}]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD:"]
["TOTAL BROUGHT FORWARD:"]
[]
["K.3.3","PSL 8.2.14","Construct typical stormwater chamber chamber to nominal depth of 2.0m below ground as per detail H on Drg D34843.00C-123-01 including for all clearance, excavation, formwork, concrete, reinforcement, backfilling and compaction, benching, precast concrete manhole rings, manhole cover and frame etc.","Sum"]
{"$rows_empty":45}
["TOTAL SCHEDULE K CARRIED FORWARD TO SUMMARY:"]

{"sheet":"SUMMARY","index":18,"n_rows":25,"n_cols":3,"rows_kept":25,"merged":[[0,0,3,2],[16,0,16,1],[18,0,18,1],[20,0,20,1],[22,0,22,1],[24,0,24,1]]}
["SCHEDULE OF QUANTITIES SUMMARY"]
[]
[]
[]
["SCHEDULE","DESCRIPTION","AMOUNT"]
["A","Preliminary and General "]
["B","New Inlet Works (Civil/Structural)"]
["C","Primary Settling Tank Repairs & Alterations"]
["D","Repairs to Biological Filter and Dosing Siphon"]
["E","Repairs & Alterations to Sludge Digester "]
["F","Upgrades to Disinfection Facilities "]
["G","WWTW Pipelines and Manholes"]
["H","Repairs, Alterations and Upgrades to emergency Overflow Ponds "]
["I","Upstream Catchment Area Repairs "]
["J","Earthworks, Stormwater Control & Flood Damages Restoration"]
["K","Second Class Water Storage Tank "]
["Total Schedule of Quantities (A + B + C + D + E + F + G + H + I + J + K)"]
[]
["Add 7.5% Contingencies"]
[]
["Sub Total"]
[]
["Add 15% Value Added Tax"]
[]
["TOTAL CARRIED FORWARD TO FORM OF OFFER"]