{"text_format":"3","workbook":"xlsx","n_sheets":17,"sheets":["Tdr Summary"," Sec.1 Fixed Charge"," Sec.1Time Related 1.15 - 1.28","Sec.1 Prov.1.29 - 1.42"," Sec.2 Site Clearance","Sec.3 Earth Wks","Sec.4 Earth Wks Pipes","Sec.5 Earth Wks. Roads","  Sec 6 Roads","Sec.7 Gabions & Pitching","Sec.8 Conc.","Sec.9 Sewers (1)","Sec.9 Sewers (2)","Sec.10 SWD","Sec.11 Linings","Sec.11 Dayworks","Sheet2"],"not_rendered":{"defined_names":15,"comments":3},"read":"whole","date_system":"1900"}

{"sheet":"Tdr Summary","index":0,"n_rows":23,"n_cols":4,"rows_kept":23,"merged":[[0,0,0,3],[1,0,1,3],[2,0,2,3],[3,0,3,3],[20,0,20,2],[21,0,21,1],[22,0,22,2]]}
["ETHEKWINI MUNICIPALITY CLEANSING & SOLID WASTE"]
["CONTRACT WS 7638"]
["LOVU LANDFILL: CONSTRUCTION OF CELL 6 AND ANCILLARY WORKS"]
["SUMMARY OF BILL OF QUANTITIES"]
[]
["SECTION 1","DESCRIPTION",null,"AMOUNT"]
[1,{"$f":"+' Sec.1 Fixed Charge'!C7","v":"SCHEDULED FIXED CHARGE & VALUE RELATED ITEMS"}]
[1,{"$f":"+' Sec.1Time Related 1.15 - 1.28'!C5","v":"SCHEDULED TIME-RELATED ITEMS"}]
[1,{"$f":"+'Sec.1 Prov.1.29 - 1.42'!C5","v":"SUMS STATED PROVISIONALLY BY ENGINEER"}]
[2,"SITE CLEARANCE"]
[3,"EARTHWORKS"]
[4,"EARTHWORKS : PIPE TRENCHES"]
[{"$f":"+A12+1","v":5},"EARTHWORKS : ROADS, SUBGRADE"]
[{"$f":"+A13+1","v":6},"ROADS : SURFACING"]
[{"$f":"+A14+1","v":7},"GABIONS, PITCHING INCLUDING GEOFABRIC"]
[{"$f":"+A15+1","v":8},"CONCRETE WORK"]
[9,"MEDIUM PRESSURE PIPELINES & SEWERS"]
[10,"STORMWATER DRAINAGE"]
[11,"PARTICULAR SPECIFICATIONS: LINING SYSTEMS"]
[12,"PARTICULAR SPECIFICATIONS: DAYWORKS"]
["SUB TOTAL"]
["ADD VALUE ADDED TAX",null,{"v":0.15,"d":"15%"}]
["TOTAL CARRIED TO FORM OF OFFER AND ACCEPTANCE"]

{"sheet":" Sec.1 Fixed Charge","index":1,"n_rows":26,"n_cols":7,"rows_kept":26,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6],[4,1,4,2]]}
["SECTION  1 : PRELIMINARY AND GENERAL"]
["Item","Payment Ref","Description","Unit","Total","Rate","Amount"]
[]
[]
[null,"SABS 1200A GENERAL"]
[]
[null,null,"SCHEDULED FIXED CHARGE & VALUE RELATED ITEMS"]
[1.1,"A.8.3.1","Contractual requirements, sureties & insurance","sum"]
[null,"PSA.8.3.2","Establishment of facilities on site"]
[{"$f":"A8+0.1","v":1.2000000000000002},"PSAB.3.2","Offices for Engineer & staff and notice board","sum"]
[null,"PSA.8.3.2.2","Facilities for the Contractor"]
[{"$f":"A10+0.1","v":1.3000000000000003},null,"a) Offices & storage sheds","sum"]
[{"$f":"A12+0.1","v":1.4000000000000004},null,"b) Workshops","sum"]
[1.5000000000000004,null,"e) Ablution & latrine facilities","sum"]
[1.6000000000000005,null,"f) Tools & equipment","sum"]
[1.7000000000000006,null,"g) Water supplies, electric power & communications","sum"]
[1.8000000000000007,null,"h) Dealing with leachate, water & dust.","sum"]
[1.9000000000000008,null,"i) Access","sum"]
[{"v":1.1,"d":"1.10"},null,"j) Plant","sum"]
[{"$f":"A19+0.01","v":1.11},"PSA.8.3.3 \n& PS 11","Other fixed-charge obligations: setting out, security, deviations and dealing with traffic.","sum"]
[{"$f":"A20+0.01","v":1.12},"PSA.8.3.5","As-built survey","sum"]
[{"$f":"A21+0.01","v":{"v":1.1300000000000001,"d":"1.13"}},"PS-10.3","Contractor’s obligations in respect of the Occupational Health and Safety Act and any other Health & Safety regulations as may be applicable i.e. Covid-19 compliance.","sum"]
[{"$f":"A22+0.01","v":{"v":1.1400000000000001,"d":"1.14"}},"A.8.3.4","Removal of site establishment","sum"]
[]
[]
[{"$nulls":4},"TOTAL FIXED CHARGE ITEMS TO SUMMARY","R"]

{"sheet":" Sec.1Time Related 1.15 - 1.28","index":2,"n_rows":28,"n_cols":7,"rows_kept":28,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6]]}
["SECTION  1 : PRELIMINARY AND GENERAL continued"]
["Item","Payment Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[]
[null,null,"SCHEDULED TIME-RELATED ITEMS"]
[1.15,"A.8.4.1","Contractual requirements, sureties & insurance","sum"]
[{"$f":"A6+0.01","v":1.16},"A.8.4.2","Operate & maintain facilities for the duration of the contract","sum"]
[{"$f":"A7+0.01","v":1.17},"PSAB.3.2","Offices for Engineer & staff and notice board","sum"]
[null,"PSA.8.4.2.2","Facilities for the Contractor for the duration of construction"]
[{"$f":"A8+0.01","v":1.18},null,"a) Offices & storage sheds","sum"]
[{"$f":"A10+0.01","v":1.19},null,"b) Workshops","sum"]
[{"$f":"A11+0.01","v":{"v":1.2,"d":"1.20"}},null,"e) Ablution & latrine facilities","sum"]
[1.21,null,"f) Tools & equipment","sum"]
[1.22,null,"g) Water supplies, electric power & communications","sum"]
[1.23,null,"h) Dealing with leachate, water & dust","sum"]
[1.24,null,"i) Access","sum"]
[1.25,null,"j) Plant","sum"]
[1.26,"A.8.4.3","Supervision for duration of construction","sum",null,null,{"v":0,"d":"R 0.00"}]
[1.27,"A.8.4.4","Company & head office overhead costs for the duration of the contract","sum"]
[1.28,"PSA.8.4.5\n& PS 11","Other time-related obligations: setting out, survey for as-built drawings, security, deviations and dealing with traffic.","sum"]
{"$rows_empty":7}
[{"$nulls":4},"TOTAL TIME RELATED ITEMS TO SUMMARY","R",{"$f":"SUM(G5:G27)+F1","v":{"v":0,"d":"R0.00"}}]

{"sheet":"Sec.1 Prov.1.29 - 1.42","index":3,"n_rows":35,"n_cols":7,"rows_kept":35,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6]]}
["SECTION  1 : PRELIMINARY AND GENERAL continued",{"$nulls":3},{"$f":"' Sec.1 Fixed Charge'!E1","v":0}]
["Item","Payment Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[]
[null,null,"SUMS STATED PROVISIONALLY BY ENGINEER"]
[1.29,"PSA.8.5(b) 1)","Cost of acceptance testing",null,"Prov sum",null,{"v":50000,"d":"R50,000.00"}]
[{"$f":"A6+0.01","v":{"v":1.3,"d":"1.30"}},null,"Overheads, charges & profit on item above","%",{"$f":"+G6","v":{"v":50000,"d":"R 50 000.00"}},null,{"$f":"+F7*$E7","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A7+0.01","v":1.31},"PSA.8.5(b) 1)","Additional survey as required",null,"Prov sum",null,{"v":15000,"d":"R15,000.00"}]
[1.32,null,"Overheads, charges & profit on item above","%",{"$f":"+G8","v":{"v":15000,"d":"R 15 000.00"}},null,{"$f":"+F9*$E9","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A9+0.01","v":1.33},"PSA.8.5(b) 1)","Indigenous vegetation & education facilities",null,"Prov sum",null,{"v":25000,"d":"R25,000.00"}]
[1.34,null,"Overheads, charges & profit on item above","%",{"$f":"+G10","v":{"v":25000,"d":"R 25 000.00"}},null,{"$f":"+F11*$E11","v":{"v":0,"d":"R0.00"}}]
[1.35,"PSA.8.5(b) 1)","Environmental Construction Management Plan audits",null,"Prov sum",null,{"v":50000,"d":"R50,000.00"}]
[1.36,null,"Overheads, charges & profit on item above","%",{"$f":"+G12","v":{"v":50000,"d":"R 50 000.00"}},null,{"$f":"+F13*$E13","v":{"v":0,"d":"R0.00"}}]
[1.37,"PSA.8.5(b) 1)","Community Liaison officer",null,"Prov sum",null,{"v":200000,"d":"R200,000.00"}]
[{"v":1.3800000000000001,"d":"1.38"},null,"Overheads, charges & profit on item above","%",{"$f":"+G14","v":{"v":200000,"d":"R 200 000.00"}},null,{"$f":"+F15*$E15","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A15+0.01","v":{"v":1.3900000000000001,"d":"1.39"}},"PSA.8.5(b) 1)","Mentoring of CPG Contractor",null,"Prov sum",null,{"v":100000,"d":"R100,000.00"}]
[{"$f":"A16+0.01","v":{"v":1.4000000000000001,"d":"1.40"}},null,"Overheads, charges & profit on item above","%",{"$f":"+G16","v":{"v":100000,"d":"R 100 000.00"}},null,{"$f":"+F17*$E17","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A17+0.01","v":{"v":1.4100000000000001,"d":"1.41"}},"PSA.8.5(b) 1)","Allowance for a Social Facilitator",null,"Prov sum",null,{"v":200000,"d":"R200,000.00"}]
[{"$f":"A18+0.01","v":{"v":1.4200000000000002,"d":"1.42"}},null,"Overheads, charges & profit on item above","%",{"$f":"+G18","v":{"v":200000,"d":"R 200 000.00"}},null,{"$f":"+F19*$E19","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A17+0.01","v":{"v":1.4100000000000001,"d":"1.41"}},"PSA.8.5(b) 1)","Flowmeters for leachate measurement",null,"Prov sum",null,{"v":50000,"d":"R50,000.00"}]
[{"v":1.4200000000000002,"d":"1.42"},null,"Overheads, charges & profit on item above","%",{"$f":"+G20","v":{"v":50000,"d":"R 50 000.00"}},null,{"$f":"+F21*$E21","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A17+0.01","v":{"v":1.4100000000000001,"d":"1.41"}},"PSA.8.5(b) 1)","Temperature monitoring",null,"Prov sum",null,{"v":100000,"d":"R100,000.00"}]
[{"v":1.4200000000000002,"d":"1.42"},null,"Overheads, charges & profit on item above","%",{"$f":"+G22","v":{"v":100000,"d":"R 100 000.00"}},null,{"$f":"+F23*$E23","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A23+0.01","v":{"v":1.4300000000000002,"d":"1.43"}},"PSA.8.5(b) 1)","Provision of a CQA Plan as required by the regulatory authorities conditions of approval.",null,"Prov sum",null,{"v":150000,"d":"R150,000.00"}]
[{"v":1.4400000000000002,"d":"1.44"},null,"Overheads, charges & profit on item above","%",{"$f":"+G24","v":{"v":150000,"d":"R 150 000.00"}},null,{"$f":"+F25*$E25","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A25+0.01","v":{"v":1.4500000000000002,"d":"1.45"}},"PSA.8.5(b) 1)","Irrigation system for contaminated stormwater.",null,"Prov sum",null,{"v":250000,"d":"R250,000.00"}]
[{"v":1.4600000000000002,"d":"1.46"},null,"Overheads, charges & profit on item above","%",{"$f":"+G26","v":{"v":250000,"d":"R 250 000.00"}},null,{"$f":"+F27*$E27","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A27+0.01","v":{"v":1.4700000000000002,"d":"1.47"}},"PSA.8.5(b) 1)","Workshop & washbay relocation",null,"Prov sum",null,{"v":900000,"d":"R900,000.00"}]
[{"v":1.4800000000000002,"d":"1.48"},null,"Overheads, charges & profit on item above","%",{"$f":"+G28","v":{"v":900000,"d":"R 900 000.00"}},null,{"$f":"+F29*$E29","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A29+0.01","v":{"v":1.4900000000000002,"d":"1.49"}},"PSA.8.5(b) 1)","Services (water and electricity) to relocated workshop & washbay",null,"Prov sum",null,{"v":250000,"d":"R250,000.00"}]
[{"v":1.5000000000000002,"d":"1.50"},null,"Overheads, charges & profit on item above","%",{"$f":"+G30","v":{"v":250000,"d":"R 250 000.00"}},null,{"$f":"+F31*$E31","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A31+0.01","v":{"v":1.5100000000000002,"d":"1.51"}},"PSA.8.5(b) 1)","Pump from Leachate Pond 3 to Leachate Treatment Plant",null,"Prov sum",null,{"v":300000,"d":"R300,000.00"}]
[{"v":1.5200000000000002,"d":"1.52"},null,"Overheads, charges & profit on item above","%",{"$f":"+G32","v":{"v":300000,"d":"R 300 000.00"}},null,{"$f":"+F33*$E33","v":{"v":0,"d":"R0.00"}}]
[]
[{"$nulls":4},"TOTAL PROVISIONAL SUMS TO SUMMARY","R"]

{"sheet":" Sec.2 Site Clearance","index":4,"n_rows":14,"n_cols":7,"rows_kept":14,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6]]}
["SECTION  2 : SITE CLEARANCE",{"$nulls":3},{"$f":"' Sec.1 Fixed Charge'!E1","v":0}]
["Item","Payment Ref","Description","Unit","Total","Rate","Amount"]
[]
[]
[null,"SABS 1200C SITE CLEARANCE"]
[]
["2.1","PSC.8.2.1","Clear and grub including the removal of all sugar cane, any trees (girth up to 2,0m), stumps, poles, trimming of above ground obstructions including refuse, rubble roads and fencing.  Including reclearing as instructed. All inc transport within 2km.","m2",{"v":55000,"d":"55,000"},null,{"$f":"+F7*$E7","v":{"v":0,"d":"R0.00"}}]
[2.2,"PSC.8.2.10","Remove approx. 150mm topsoil & stockpile","m3",{"v":4000,"d":"4,000"},null,{"v":0,"d":"R0.00"}]
[{"$f":"+A8+0.1","v":2.3000000000000003},"PSC.8.2.11","Transplanting  trees.","No.",5,null,{"v":0,"d":"R0.00"}]
[{"$f":"+A9+0.1","v":2.4000000000000004},"PSC 8.2.12","Remove refuse from existing edge berms and in area where Cell 4 is to be repaired. For liner overlap, Cell 4 repair and leachate drainage.","m3",{"v":3500,"d":"3,500"},null,{"v":0,"d":"R0.00"}]
[{"$f":"+A10+0.1","v":2.5000000000000004},"PSC 8.2.13","Remove protection materials from existing liner in overlap areas.","m",240,null,{"v":0,"d":"R0.00"}]
[{"$f":"+A11+0.1","v":2.6000000000000005},"PSC 8.2.14","Break out ex concrete approx. 250mm thick in paving, foundations and walls.","m3",30,null,{"v":0,"d":"R0.00"}]
[]
[null,null,"SECTION 2 : TOTAL TO SUMMARY",null,null,"R",{"$f":"SUM(G6:G13)","v":{"v":0,"d":"R0.00"}}]

{"sheet":"Sec.3 Earth Wks","index":5,"n_rows":14,"n_cols":7,"rows_kept":14,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6],[3,1,3,2]]}
["SECTION 3 : EARTHWORKS",{"$nulls":3},{"$f":"' Sec.1Time Related 1.15 - 1.28'!E1","v":0}]
["Item","Payment Ref","Description","Unit","Total","Rate","Amount"]
[]
[null,"SABS 1200 D: EARTHWORKS"]
[3.1,"PSD.8.3.2","a) Excavate in all materials, fill and stockpile and maintain as instructed.  Inclusive of all benching volumes and haulage.","m3",{"v":105000,"d":"105,000"},null,{"$f":"+F5*$E5","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A5+0.1","v":3.2},"PSD.8.3.2","b) Excavate in all materials in natural ground or from existing stockpiles, fill and compact to 90% Mod AASHTO density or as instructed.  Inclusive of all benching volumes and haulage.","m3",{"v":30000,"d":"30,000"},null,{"v":0,"d":"R0.00"}]
[{"$f":"+A6+0.1","v":{"v":3.3000000000000003,"d":"3.3"}},"D.8.3.3","c) Restricted excavation in all materials, compaction to 93% Mod AASHTO density.  Inclusive of all benching volumes and haulage. (provisional).","m3",{"v":5000,"d":"5,000"},null,{"v":0,"d":"R0.00"}]
[{"$f":"A7+0.1","v":3.4000000000000004},"DB.8.3.2","b) 2) Extra over all item above for hard rock excavation (provisional in LP 3 area).","m3",{"v":2000,"d":"2,000"},null,{"v":0,"d":"R0.00"}]
[{"$f":"+A7+0.1","v":{"v":3.4000000000000004,"d":"3.4"}},"PSD.8.3.8","Existing services\nc) Excavate by hand to expose existing services","m3",15,null,{"v":0,"d":"R0.00"}]
[{"$f":"+A9+0.1","v":{"v":3.5000000000000004,"d":"3.5"}},"D.8.3.10","a) Spreading of topsoil from stockpile","m2",{"v":3000,"d":"3,000"},null,{"v":0,"d":"R0.00"}]
[{"$f":"A10+0.1","v":{"v":3.6000000000000005,"d":"3.6"}},"PSD.8.3.11","b) i) Grassing - sods","m2",{"v":1000,"d":"1,000"},null,{"v":0,"d":"R0.00"}]
[{"$f":"A11+0.1","v":{"v":3.7000000000000006,"d":"3.7"}},"PSD.8.3.11","b) ii)  Grassing - stolons (runners)","m2",{"v":1000,"d":"1,000"},null,{"v":0,"d":"R0.00"}]
[]
[null,null,"SECTION 3 : TOTAL TO SUMMARY",null,null,"R",{"$f":"SUM(G5:G13)","v":{"v":0,"d":"R0.00"}}]

{"sheet":"Sec.4 Earth Wks Pipes","index":6,"n_rows":25,"n_cols":7,"rows_kept":25,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6],[4,1,4,2],[6,1,8,1],[15,1,17,1]]}
["SECTION  4 : EARTHWORKS (PIPE TRENCHES)"]
["Item","Payment Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[]
[null,"SABS 1200 DB : EARTHWORKS (PIPE TRENCHES)"]
[]
[null,"PSDB.8.3.2 (a)","Excavation & backfill in all materials for"]
[]
[4.1,null,"1) Generally for 90 to 250mm inclusive outside diameter piping & drains.   0 - 1.2m depth.","m3",400,null,{"$f":"+F9*$E9","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A9+0.1","v":4.199999999999999},null,"2) Generally for 90 to 250mm inclusive outside diameter piping & drains.   >1.2 - 2m depth.","m3",200,null,{"v":0,"d":"R0.00"}]
[{"$f":"A10+0.1","v":4.299999999999999},null,"3) 250 to 1050mm inclusive diameter piping & anchor trenches.   0 - 1.3m depth.","m3",500,null,{"v":0,"d":"R0.00"}]
[{"$f":"A11+0.1","v":4.399999999999999},null,"4) 250 to 1050mm inclusive diameter piping & anchor trenches.   >1.3 - 2m depth.","m3",{"v":1500,"d":"1,500"},null,{"v":0,"d":"R0.00"}]
[4.5,null,"5) gas drains in the leachate drainage stone layer.","m3",30,null,{"v":0,"d":"R0.00"}]
[{"$f":"A13+0.1","v":4.6},"DB.8.3.2","b) 2) Extra over item above for hard rock excavation (provisional).","m3",10,null,{"v":0,"d":"R0.00"}]
[{"$f":"A14+0.1","v":4.699999999999999},"DB.8.3","c) Excavation of unsuitable material from trench bottom (provisional)","m3",50,null,{"v":0,"d":"R0.00"}]
[null,"PSDB.8.3.3.1","b) Imported backfill materials from commercial source"]
[]
[{"$f":"A15+0.1","v":{"v":4.799999999999999,"d":"4.8"}},null,"1) Selected fill material","m3",{"v":1000,"d":"1,000"},null,{"$f":"+F18*$E18","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A18+0.1","v":4.899999999999999},null,"2) Selected granular material (prov).","m3",500,null,{"$f":"+F19*$E19","v":{"v":0,"d":"R0.00"}}]
[{"v":4.1,"d":"4.10"},null,"3) 19mm single sized crushed stone.","m3",200,null,{"$f":"+F20*$E20","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A20+0.01","v":{"v":4.109999999999999,"d":"4.11"}},null,"4) 53mm single sized crushed stone.","m3",600,null,{"$f":"+F21*$E21","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A21+0.01","v":{"v":4.119999999999999,"d":"4.12"}},"PSDB.8.3.8","Anchor trench backfill and bed & backfill pipes etc with cement stabilised material inclusive of 6% cement by mass, approved material for stabilisation, mixing, placing and compaction to 95% Mod AASHTO density.  Generally in selected areas for pipe bedding and / or backfilling where specified.","m3",{"v":1100,"d":"1,100"},null,{"$f":"+F22*$E22","v":{"v":0,"d":"R0.00"}}]
[]
[]
[null,null,"SECTION 4 : TOTAL TO SUMMARY",null,null,"R",{"$f":"SUM(G7:G24)","v":{"v":0,"d":"R0.00"}}]

{"sheet":"Sec.5 Earth Wks. Roads","index":7,"n_rows":19,"n_cols":7,"rows_kept":19,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6],[3,1,3,2]]}
["SECTION 5 : EARTHWORKS (Roads, Subgrade)",{"$nulls":3},{"$f":"'Sec.1 Prov.1.29 - 1.42'!E1","v":0}]
["Item","Payment Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[null,"SABS 1200 DM: EARTHWORKS (Roads, Subgrade)"]
[null,null,"Treatment of roadbed: road and liner formation"]
[5.1,"PSDM.8.3.3","a) 1) Treatment of in situ material by ripping and compacting to 93% Mod AASHTO density","m2",{"v":60000,"d":"60,000"},null,{"$f":"F6*$E6","v":{"v":0,"d":"R0.00"}}]
[null,"PSDM.8.3.4","Cut to Fill, Borrow to Fill"]
[{"$f":"+A6+0.1","v":{"v":5.199999999999999,"d":"5.2"}},"PSDM.8.3.4","a) Compacted Clay Liner. Selected clay soil from site earthworks or stockpile, 600mm thick, compacted in 150mm layers to 95% Proctor density.  Maximum slope 1v:2.5h. Provisional","m3",{"v":3000,"d":"3,000"},null,{"$f":"F8*$E8","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A8+0.1","v":{"v":5.299999999999999,"d":"5.3"}},"PSDM.8.3.4","b) Base. Under drainage & monitoring system. Imported approved granular material, G7 quality generally 150mm thick.  Compaction to 93% Mod AASHTO density. Slopes up to approximately 1v:2.5h.","m3",{"v":6300,"d":"6,300"},null,{"v":0,"d":"R0.00"}]
[{"$f":"A9+0.1","v":{"v":5.399999999999999,"d":"5.4"}},"PSDM.8.3.4","c) Liner protection layer - imported approved granular material, G6 quality generally 125mm & 150mm thick.  stabilised with 6% cement by mass inclusive of supply, mixing, placing, shaping and compact to 95% Mod AASHTO density. Slopes up to approximately 1v:2.5h.","m3",{"v":6300,"d":"6,300"},null,{"v":0,"d":"R0.00"}]
[{"v":5.499999999999998,"d":"5.5"},"PSDM.8.3.4","d) Leachate drainage layer - Imported 75mm single sized, hard, durable crushed stone to the Engineer's approval.  150mm and 300mm thick.  Nominal compaction.  Slopes up to approximately 1v:2.5h.","m3",{"v":6000,"d":"6,000"},null,{"v":0,"d":"R0.00"}]
[{"v":5.599999999999998,"d":"5.6"},"PSDM.8.3.4","e) G5 imported gravel generally 150mm thick gravel wearing course to roadways inc supply, placing & grader shaping where specified.  Compaction to 98% Mod AASHTO density.","m3",{"v":1000,"d":"1,000"},null,{"v":0,"d":"R0.00"}]
[{"v":5.6999999999999975,"d":"5.7"},"PSDM.8.3.4","f) G5 / G6 imported gravel generally 150mm thick to roadways and where specified, stabilised with 6% cement by mass inclusive of supply, mixing, placing, grader shaping and compact to 97% Mod AASHTO density.","m3",{"v":1050,"d":"1,050"},null,{"v":0,"d":"R0.00"}]
[{"$f":"+A13+0.1","v":{"v":5.799999999999997,"d":"5.8"}},"PSDM.8.3.4","g) Dumprock.  Imported quarried crushed rock to comply with DR in TRH 14, supply, place and spread, nominal compaction. Provisional.","m3",{"v":1600,"d":"1,600"},null,{"v":0,"d":"R0.00"}]
[{"v":5.899999999999997,"d":"5.9"},"PSDM.8.3.4","h) G7 selected fill material for road selected layer and where specified.  Compaction to 95% Mod AASHTO density. Provisional.","m3",500,null,{"v":0,"d":"R0.00"}]
[{"v":5.1,"d":"5.10"},"PSDM.8.3.4","j) Waste cover.  Material from site stockpiles, placed 150mm to 200mm thick on existing waste and compacted to 90% Mod AASHTO density or as approved.","m3",{"v":4000,"d":"4,000"},null,{"v":0,"d":"R0.00"}]
[{"$f":"+A16+0.01","v":{"v":5.109999999999999,"d":"5.11"}},"PSDM.8.3.15","Excavation & filling for catchwater mounds and channels incl. working on 1v:3h landfill slopes,  forming and compaction","m3",{"v":1200,"d":"1,200"},null,{"v":0,"d":"R0.00"}]
[{"$f":"+A17+0.01","v":{"v":5.119999999999999,"d":"5.12"}},"PSDM.8.2.17","Cell edge & internal berms : Supply approved granular material, stabilised with 6% cement by mass inclusive of supply, mixing, placing, shaping and compact to 95% Mod AASHTO density.","m3",{"v":1200,"d":"1,200"},null,{"v":0,"d":"R0.00"}]
[null,null,"SECTION 5 : TOTAL TO SUMMARY",null,null,"R",{"$f":"SUM(G5:G18)","v":{"v":0,"d":"R0.00"}}]

{"sheet":"  Sec 6 Roads","index":8,"n_rows":21,"n_cols":7,"rows_kept":21,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6]]}
["SECTION 6 : ROADS : SURFACING"]
["Item","Payment Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[null,"SABS 1200 ME, MF, MH & MK: SUBBASE, BASE, SURFACING & KERBING"]
[null,null,"Base Course"]
[6.1,"MF.8.3.3","b) Graded crushed stone base (G2) compacted to 100% Mod AASHTO density, generally 150mm thick. Provisional.","m3",{"v":230,"d":"  230"},null,{"$f":"+F6*$E6","v":{"v":0,"d":"R0.00"}}]
[null,null,"Surfacing (new or overlay)"]
[{"$f":"A6+0.1","v":{"v":6.199999999999999,"d":"6.2"}},"MH.8.5.1","Prime coat MSP 1 at 0,8l/m2","m2",{"v":2000,"d":" 2 000"},null,{"$f":"+F8*$E8","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A8+0.1","v":{"v":6.299999999999999,"d":"6.3"}},"MH.8.5.3","Tack coat  MSP 1 at 0,2l/m2","m2",{"v":1000,"d":" 1 000"},null,{"v":0,"d":"R0.00"}]
[{"$f":"A9+0.1","v":{"v":6.399999999999999,"d":"6.4"}},"MH.8.5.4","Asphalt wearing course 25mm up to 40mm thickness continuous grade with 5% bitumen content. Paver laid","t",{"v":100,"d":"  100"},null,{"v":0,"d":"R0.00"}]
[{"$f":"A10+0.1","v":{"v":6.499999999999998,"d":"6.5"}},"MH.8.5.4","Asphalt wearing course 25mm up to 40mm thickness continuous grade with 5% bitumen content. Hand laid in repaired areas.","t",{"v":50,"d":"  50"},null,{"$f":"+F11*$E11","v":{"v":0,"d":"R0.00"}}]
[]
[null,"COLTO Ref","Surfacing Repairs (ALL PROVISIONAL)"]
[{"$f":"+A11+0.1","v":{"v":6.599999999999998,"d":"6.6"}},"PSC8.5.1","Standard crack sealing but including cleaning the crack with compressed air, applying herbicide and/or aggregate as needed, priming and sealing then rolling as required. Sealant and prime to be in accordance with Cl A8.5.5.2 or Colseal SBR latex modified mineral filled bitumen emulsion cold pour crack sealant or equal approved.","m",{"v":500,"d":"  500"},null,{"$f":"+F14*$E14","v":{"v":0,"d":"R0.00"}}]
[null,"PSC8.6.1","Geosynthetic crack sealing but including cleaning cracks with compressed air, applying herbicide as needed, priming and sealing then rolling as required. Sealant to be Colseal SBR latex modified mineral filled bitumen emulsion cold pour crack sealant or equal approved.  Geosynthetic to be Sealmac by Kaytech applied in accordance with the manufacturers' specification, or equal approved."]
[{"$f":"+A14+0.1","v":{"v":6.6999999999999975,"d":"6.7"}},"PSC8.6.1.1","Sealing cracks with 200mm wide geosynthetic and sealant as specified in Cl A8.6.5.1","m",{"v":200,"d":"  200"},null,{"$f":"+F16*$E16","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A16+0.1","v":{"v":6.799999999999997,"d":"6.8"}},"PSC8.6.1.2","Sealing cracks with geosynthetic crack sealing over area as specified above and Cl A8.6.5.1","m2",{"v":100,"d":"  100"},null,{"$f":"+F17*$E17","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A17+0.1","v":{"v":6.899999999999997,"d":"6.9"}},"PSC8.8.2.1","Excavation in existing pavements for patching or repair. To include for saw cutting and all asphalt, granular material and cemented layer removal as instructed on site for all areas of repair.","m3",{"v":80,"d":"  80"},null,{"v":0,"d":"R0.00"}]
[]
[]
[null,null,"SECTION 6 : TOTAL TO SUMMARY",null,null,"R",{"$f":"SUM(G5:G20)","v":{"v":0,"d":"R0.00"}}]

{"sheet":"Sec.7 Gabions & Pitching","index":9,"n_rows":18,"n_cols":7,"rows_kept":18,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6]]}
["SECTION  7 : GABIONS & PITCHING",{"$nulls":3},{"$f":"' Sec.1 Fixed Charge'!E1","v":0}]
["Item","Payment Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[null,"SABS 1200DK : GABIONS & PITCHING"]
[null,"PSDK.8.2.2","Gabions"]
[7.1,null,"a) to drains and headwalls : 1m3 gabions with  2,5mm diameter wire galvanised & PVC coated 80 x 100mm mesh. Inclusive of all excavation & surface preparation. (Provisional).","m3",20,null,{"$f":"+F6*$E6","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A6+0.1","v":7.199999999999999},null,"b) to drains and headwalls: Reno mattress 6m x 2m x 0,3m thick with 2,5mm diameter wire galvanised & PVC coated 80x100mm mesh. Inclusive of all excavation & surface preparation. (Provisional).","m3",20,null,{"v":0,"d":"R0.00"}]
[{"$f":"A7+0.1","v":7.299999999999999},null,"c) to drains: Reno mattress 6m x 2m x 0,17m thick with 2,5mm diameter wire galvanised & PVC coated 80x100mm mesh. Inclusive of all excavation & surface preparation. (Provisional).","m3",20,null,{"v":0,"d":"R0.00"}]
[{"$f":"A8+0.1","v":7.399999999999999},"PSDK.8.2.4","a) Type 3 Geofabric (180g/m2) to subsoil drains etc. Inclusive of all overlaps and wastage.","m2",{"v":15000,"d":"15,000"},null,{"v":0,"d":"R0.00"}]
[{"$f":"A8+0.1","v":7.399999999999999},"PSDK.8.2.4","a) Type 3 Geofabric (180g/m2)n to cover leachate drainage layer. Supply onto site only and excluding any overlaps or wastage.","m2",{"v":40000,"d":"40,000"},null,{"v":0,"d":"R0.00"}]
[{"$f":"A9+0.1","v":7.499999999999998},"PSDK.8.2.4","b) Type 5 Geofabric (340g/m2) to gabions & drains etc. Inclusive of all overlaps and wastage.","m2",{"v":9000,"d":"9,000"},null,{"v":0,"d":"R0.00"}]
[{"$f":"A11+0.1","v":7.599999999999998},"PSDK.8.2.4","c) 1000g/m2 geotextile liner protection (prov).","m2",200,null,{"v":0,"d":"R0.00"}]
[{"$f":"A12+0.1","v":7.6999999999999975},"PSDK.8.2.4","Grid reinforcement  (RockGrid PC 100/100  or equal approved) embedded in cemented sand Protection Layer. Supply and place. Provisional.","m2",{"v":10000,"d":"10,000"},null,{"$f":"+F13*$E13","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A13+0.1","v":7.799999999999997},"PSDK.8.2.5","Stone pitching for erosion control of stormwater.  Inclusive of all backing & weepholes","m2",120,null,{"v":0,"d":"R0.00"}]
[{"$f":"+A14+0.1","v":7.899999999999997},"PSDK.8.2.8","Wind scatter fencing. CCA (SANS CCA H4) treated poles to SANS 457 Class 6 (140-159mm diameter) up to 6m long including excavation to depths of up to 1.5m and backfilling with 10MPa concrete measured elsewhere or as approved.","No.",20,null,{"v":0,"d":"R0.00"}]
[{"v":7.1,"d":"7.10"},"PSDK.8.2.9","Wind scatter fencing. Shadecloth (20% typically), bird net or netting of suitable strength for wind scatter fencing including supply and installation with fully galvanised steel straining wires (3.15mm diameter to SANS 675) as needed on treated poles up to 5m high.  Measured from ground level to the top of the poles excluding any overlaps and wastage.","m2",{"v":1000,"d":"1,000"},null,{"v":0,"d":"R0.00"}]
[]
[null,null,"SECTION 7 : TOTAL TO SUMMARY",null,null,"R",{"$f":"SUM(G6:G17)","v":{"v":0,"d":"R  0.00"}}]

{"sheet":"Sec.8 Conc.","index":10,"n_rows":21,"n_cols":7,"rows_kept":21,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6]]}
["SECTION 8 : CONCRETE WORK",{"$nulls":3},{"$f":"' Sec.1 Fixed Charge'!E1","v":{"v":0,"d":"  0"}}]
["Item","Payment Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[null,"SABS 1200G : CONCRETE WORK"]
[null,null,"SCHEDULED REINFORCEMENT ITEMS"]
[{"$f":"8.1","v":8.1},"PSG.8.3.1","Steel bars - mild, high tensile or welded mesh","t",{"v":5,"d":"5.0"},null,{"$f":"+F6*$E6","v":{"v":0,"d":"R0.00"}}]
[null,"PSG.8.4","SCHEDULED CONCRETE ITEMS"]
[{"$f":"A6+0.1","v":8.2},"G.8.4.2","Blinding concrete. 10MPa strength","m3",5,null,{"$f":"+F8*$E8","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A8+0.1","v":8.299999999999999},"G.8.4.3","Concrete Grade 20/19 to pipe encasement","m3",5,null,{"v":0,"d":"R0.00"}]
[{"$f":"A9+0.1","v":8.399999999999999},"PSG.8.4.3.1","Concrete \"V\" and trapezoidal type drains 25/19 concrete. Approx. 0,15m3/m but varies.","m3",225,null,{"v":0,"d":"R0.00"}]
[{"$f":"A10+0.1","v":8.499999999999998},"PSG.8.4.3.2","Concrete. Grade 30/19 concrete inc formwork, finishes, curing and jointing to non standard sewer & stormwater structures, drain junctions and outlets.","m3",10,null,{"v":0,"d":"R0.00"}]
[{"$f":"A11+0.1","v":8.599999999999998},"PSG.8.4.3.2","Concrete.  Grade 35/19 concrete inc formwork, finishes, curing and jointing. 150 to 350mm thick. Generally paving for roadways and storage areas.","m3",{"v":1420,"d":"1,420"},null,{"v":0,"d":"R0.00"}]
[{"$f":"A12+0.1","v":8.699999999999998},"PSG.8.4.3.2","Concrete. Grade 35/19 concrete inc formwork, finishes, curing and jointing. 150 to 350mm thick. Generally washbay, workshop floor and foundations.","m3",80,null,{"v":0,"d":"R0.00"}]
[8.799999999999997,"PSG.8.4.3.2","Concrete. Grade 30/19 concrete inc all formwork, boxing out, finishes and curing. 150 to 350mm thick in bases and walls for transfer facility.","m3",50,null,{"$f":"+F14*$E14","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A14+0.1","v":8.899999999999997},"PSG.8.4.3.3","Liner reinforcement ribs. 15MPa concrete, generally 500mm wide and 150mm thick.. Placement on slopes 1v:5h but up to approximately 1v:3h.","m3",10,null,{"v":0,"d":"R0.00"}]
[{"v":8.1,"d":"8.10"},"PSG.8.4.4","Protective screed. Multi Armour 100 or equal approved. Supply, lay in accordance with manufacture's recommendations and finish surface with power float. Skip area etc.","m2",{"v":6150,"d":"6,150"},null,{"$f":"+F16*$E16","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A16+0.01","v":8.11},"PSG.8.4.4","Protective screed. Multi Armour 120 or equal approved. Supply, lay in accordance with manufacture's recommendations and finish surface with power float. Workshop areas.","m2",350,null,{"$f":"+F17*$E17","v":{"v":0,"d":"R0.00"}}]
[]
[]
[]
[null,null,"SECTION 8 : TOTAL TO SUMMARY",null,null,"R",{"$f":"SUM(G4:G20)","v":{"v":0,"d":"R  0.00"}}]

{"sheet":"Sec.9 Sewers (1)","index":11,"n_rows":28,"n_cols":7,"rows_kept":28,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6]]}
["SECTION 9 : SEWERS"]
["Item","Payment Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[]
[null,"SABS 1200LD : SEWERS"]
[null,"PSLD.8.2.1","Supply and lay Class 34 HD uPVC pipe"]
[9.1,null,"b) 160mm diameter.","m",0,null,{"$f":"F7*$E7","v":{"v":0,"d":"R0.00"}}]
[null,"PSLD.8.2.1","Supply and lay PE 100 SDR 17 PN 10 HDPE pipe in the following sizes inclusive of fusion welding, bends, joints and T pieces.  Generally as gravity leachate collectors."]
[{"$f":"A7+0.1","v":9.2},null,"50mm OD solid wall Monitoring drains etc","m",600,null,{"$f":"F9*$E9","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A9+0.1","v":9.299999999999999},null,"90mm OD solid wall","m",300,null,{"$f":"F10*$E10","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A10+0.1","v":9.399999999999999},null,"160mm OD solid wall (prov)","m",{"v":1100,"d":"1,100"},null,{"$f":"F11*$E11","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A11+0.1","v":9.499999999999998},null,"250mm OD solid wall","m",900,null,{"$f":"F12*$E12","v":{"v":0,"d":"R0.00"}}]
[null,null,"Supply and lay PE 100 SDR 9 PN 20 HDPE pipe in the following sizes inclusive of fusion welding, bends, joints and T pieces.  Generally as gravity leachate collectors."]
[{"$f":"+A12+0.1","v":9.599999999999998},null,"90mm OD solid wall","m",100,null,{"$f":"F14*$E14","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A14+0.1","v":9.699999999999998},null,"200mm OD solid wall","m",100,null,{"$f":"F15*$E15","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A15+0.1","v":9.799999999999997},null,"200mm OD perforated 4% min. open area.","m",200,null,{"$f":"F16*$E16","v":{"v":0,"d":"R0.00"}}]
[null,"PSLD.8.2.3","Manholes"]
[{"$f":"+A16+0.1","v":{"v":9.899999999999997,"d":"9.9"}},null,"Circular precast concrete 1000mm nominal diameter inclusive of Type 2 circular heavy duty concrete covers and frames.  All Bituseal painted.  0 to 2,0m deep maximum.","No.",12,null,{"$f":"F18*$E18","v":{"v":0,"d":"R0.00"}}]
[{"v":9.1,"d":"9.10"},"LD.8.2.9","Marker posts; 1,2m long precast concrete, painted","No.",300,null,{"v":0,"d":"R0.00"}]
[{"$f":"+A19+0.01","v":9.11},"PSLD.8.2.13","Valves for up to 250mm OD HDPE piping","No.",3,null,{"v":0,"d":"R0.00"}]
[9.12,"PSLD.8.2.14","Connecting into existing leachate sewer systems, excluding piping & manholes but all cutting, jointing and making good.","No.",2,null,{"v":0,"d":"R0.00"}]
[{"v":9.129999999999999,"d":"9.13"},"PSLD.8.2.15","Standpipe for leachate or water discharge to tanker","No.",1,null,{"v":0,"d":"R0.00"}]
[{"v":9.139999999999999,"d":"9.14"},"PSLD.8.2.16","Conservancy tank as per detail.","No.",2,null,{"v":0,"d":"R0.00"}]
[{"v":9.149999999999999,"d":"9.15"},"PSLD.8.2.17","Silt, oil & grease trap as per detail.","No.",1,null,{"v":0,"d":"R0.00"}]
[{"v":9.159999999999998,"d":"9.16"},"PSLD.8.2.18","Cleaning of existing sewer lines including all manholes & chambers 110mm to 305mm diameter using approved pressure jet equipment.","m",200,null,{"v":0,"d":"R0.00"}]
[{"v":9.169999999999998,"d":"9.17"},"PSLD.8.2.19","Tankering of leachate from the existing storage ponds on site to the Municipal Southern Wastewater Treatment Works at Merebank. Provisional.","m3",500,null,{"$f":"+F26*E26","v":{"v":0,"d":"R0.00"}}]
[]
[null,null,"SECTION 9 : CARRIED FORWARD",null,null,"R",{"$f":"SUM(G5:G27)","v":{"v":0,"d":"R  0.00"}}]

{"sheet":"Sec.9 Sewers (2)","index":12,"n_rows":13,"n_cols":7,"rows_kept":13,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6]]}
["SECTION 9 : SEWERS"]
["Item","Payment Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[]
[null,"SABS 1200LD : SEWERS"]
[null,null,"SECTION 9 : BROUGHT FORWARD",{"$nulls":3},{"$f":"+'Sec.9 Sewers (1)'!G28","v":{"v":0,"d":"R  0.00"}}]
[null,null,"WATER STORAGE RESERVOIR"]
[{"v":9.2,"d":"9.20"},"PSLD.8.2.20","Nominal 60m3 tank, roofed with all panels and roof of Zincalume coated steel to SANS 9364 suitable for use in the coastal environment or Grade 316 stainless steel (ASTM A240). Bolts hot dip galvanised to SANS 121. Dome roof to be self supporting. Tank to have wind girts as needed and fixed access ladder with safety cage, platform, access hatch and hand rails, all suitably corrosion protected. Level indicator and ventilation to be provided.  (ATS FlexiTank systems AluZinc tank or equal approved).\n\nTank to be lined with UV stabilised PVC liner 1000g/m2 minimum (or equal approved) as specified by the manufacturer.","No.",1,null,{"$f":"+F8*E8","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A8+0.01","v":{"v":9.209999999999999,"d":"9.21"}},"PSLD.8.2.21","Tank penetrations inlet, outlet & dump drain. All components to be hot dip galvanised and gaskets to be neoprene or similar.  Nominal maximum diameter 100mm (101.6mm), flanges to SABS 1123. Flanged each side or nozzle and strainer for inlet and outlet respectively.\n\nAll to Engineers approval.","No.",5,null,{"$f":"+F9*E9","v":{"v":0,"d":"R0.00"}}]
[{"v":9.219999999999999,"d":"9.22"},"PSLD.8.2.22","Piping. Nominal diameter up to 100mm (101.6mm), flanges to SABS 1123 all hot dip galvanised to relevant SANS specification. Including flanges, bends and/or other couplings, bowser supports and adaptors.","m",50,null,{"v":0,"d":"R0.00"}]
[{"v":9.229999999999999,"d":"9.23"},"PSLD.8.2.23","Valves. Minimum hot dip galvanised with body & stainless steel Grade 316 blade, knife gate valves, PTFE O rings and seta, manual,  nominal diameter up to 100mm, flanged. Including all fixings.","No.",4,null,{"v":0,"d":"R0.00"}]
[]
[null,null,"SECTION 9 : TOTAL TO SUMMARY",null,null,"R",{"$f":"SUM(G6:G12)","v":{"v":0,"d":"R  0.00"}}]

{"sheet":"Sec.10 SWD","index":13,"n_rows":21,"n_cols":7,"rows_kept":21,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6]]}
["SECTION 10 : STORMWATER DRAINAGE",{"$nulls":3},{"$f":"' Sec.1 Fixed Charge'!E1","v":0}]
["Item","Payment Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[null,"SABS 1200LE : STORMWATER DRAINAGE"]
[null,"PSLE.8.2.1","Supply & lay concrete pipe."]
[10.1,null,"a) 450 diameter 100D spigot and socket.","m",48,null,{"$f":"F6*$E6","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A6+0.1","v":10.2},null,"b) 600 diameter 100D spigot and socket.","m",64,null,{"$f":"F7*$E7","v":{"v":0,"d":"R0.00"}}]
[{"$f":"A7+0.1","v":10.299999999999999},null,"b) 1050 diameter 100D spigot and socket.","m",130,null,{"$f":"F8*$E8","v":{"v":0,"d":"R0.00"}}]
[null,"PSLE.8.2.1","Subsoil pipes"]
[null,null,"a) Perforated \"Drainex\" pipe or equal approved to subsurface drains."]
[{"$f":"A8+0.1","v":{"v":10.399999999999999,"d":"10.4"}},null,"i) 110mm diameter DN 110","m",{"v":2000,"d":"2,000"},null,{"$f":"F11*$E11","v":{"v":0,"d":"R0.00"}}]
[{"$f":"+A11+0.1","v":{"v":10.499999999999998,"d":"10.5"}},"PSLE.8.2.8","a) Supply & install manholes, kerb inlets or catchpits for up 600mm diameter pipe.  Heavy duty concrete  covers, max. 2m deep (prov.). Including low flow detail in base.","No.",12,null,{"v":0,"d":"R0.00"}]
[{"$f":"+A12+0.1","v":{"v":10.599999999999998,"d":"10.6"}},"PSLE.8.2.8","a) Supply & install manholes, kerb inlets or catchpits for up 1 200mm diameter pipe.  Heavy duty concrete  covers, max. 2m deep (prov.). Including low flow detail in base.","No.",2,null,{"v":0,"d":"R0.00"}]
[{"$f":"+A13+0.1","v":{"v":10.699999999999998,"d":"10.7"}},"PSLE.8.2.8","b) Inlet or outlet headwalls for up to 1200mm diameter pipe or smaller, and from open drains.  All inclusive of excavation, reinforced concrete base, brick walls and trimming and grouting of pipework.","No.",6,null,{"v":0,"d":"R0.00"}]
[{"$f":"A14+0.1","v":10.799999999999997},"PSLE.8.2.14","Brickwork 230mm thick.","m2",20,null,{"v":0,"d":"R0.00"}]
[{"$f":"A15+0.1","v":10.899999999999997},"PSLE.8.2.14","Brickwork 345mm thick.","m2",20,null,{"v":0,"d":"R0.00"}]
[{"v":10.1,"d":"10.10"},"PSLE.8.2.15","Cleaning of existing stormwater piping, manholes & chambers using approved pressure jetting equipment or other approved means, including emptying / de silting etc at the manholes.  All removed material to be disposed of on the landfill as indicated,  Size 450mm to 1100mm diameter.","m",400,null,{"v":0,"d":"R0.00"}]
[]
[]
[]
[null,null,"SECTION 10 : TOTAL TO SUMMARY",null,null,"R",{"$f":"SUM(G5:G20)","v":{"v":0,"d":"R  0.00"}}]

{"sheet":"Sec.11 Linings","index":14,"n_rows":17,"n_cols":7,"rows_kept":17,"merged":[[0,0,0,4],[0,5,0,6],[3,1,3,2]]}
["SECTION 10 : PARTICULAR SPECIFICATION : LINING SYSTEMS"]
["Item","Payment   Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[null,"PARTICULAR SPECIFICATION : LINING SYSTEMS"]
[{"$f":"11.1","v":11.1},"LGM 8.1","Supply Geomembrane to GRI GM-13.  1.5mm thick HDPE as approved.  Supply to the site and store safely, for slope areas measured net, excluding all wastage, overlaps and welding requirements but including anchorage length and overlap with existing liner.\n\nIncluding for embossed texturing on both faces of the geomembrane.","m2",{"v":43000,"d":"43,000"},null,{"$f":"+F5*$E5","v":{"v":0,"d":"R  0.00"}}]
[{"$f":"+A5+0.1","v":11.2},"LGM 8.2","Installation of Geomembrane to GRI GM-13.  1.5mm thick HDPE as approved.  Completely install geomembrane on slopes of up to 1v:2.5h (generally 1v:3h max.).  Slope area measured net, excluding all wastage, overlaps and welding requirements but including anchorage length and overlap with existing liner.\n\nIncluding for embossed texturing on both faces of the geomembrane.","m2",{"v":43000,"d":"43,000"},null,{"$f":"+F6*$E6","v":{"v":0,"d":"R  0.00"}}]
[{"v":11.299999999999999,"d":"11.3"},"LGM 8.3","Pipe penetrations through lining system.","No.",3,null,{"$f":"+F7*$E7","v":{"v":0,"d":"R  0.00"}}]
[{"v":11.399999999999999,"d":"11.4"},"LGC.8.1","Geosynthetic Clay Liner (GCL).  Supply  to the site and store safely in accordance with the project and manufacturer's specifications. Slope area measured net, excluding all wastage, and overlaps but including anchorage length and overlap with existing liner.","m2",{"v":43000,"d":"43,000"},null,{"$f":"+F8*$E8","v":{"v":0,"d":"R  0.00"}}]
[{"v":11.499999999999998,"d":"11.5"},"LGC.8.2","Geosynthetic Clay Liner (GCL).  Completely install on slopes of up to 1v:2.5h (generally flatter).  Slope area measured net, excluding all wastage, and overlaps but including anchorage length and overlap with existing liner.","m2",{"v":43000,"d":"43,000"},null,{"$f":"+F9*$E9","v":{"v":0,"d":"R  0.00"}}]
[{"$f":"+A8+0.1","v":{"v":11.499999999999998,"d":"11.5"}},"LGM 8.5","Establishment of leak detection equipment, once off for dipole testing.","sum"]
[{"v":11.599999999999998,"d":"11.6"},"LGM 8.6","Leak detection of geomembrane lining by dipole in accordance with ASTM D7007.","m2",{"v":43000,"d":"43,000"},null,{"$f":"+F11*$E11","v":{"v":0,"d":"R  0.00"}}]
[{"$f":"+A11+0.1","v":{"v":11.699999999999998,"d":"11.7"}},"PSA.8.5 (b) 1)","Provisional sum for specialist testing on the liner components as directed by the Engineer.",null,"Prov sum",{"v":0,"d":"0.0%"},{"v":45000,"d":"R45,000.00"}]
[{"$f":"+A12+0.1","v":{"v":11.799999999999997,"d":"11.8"}},null,"Overheads, charges & profit on item above","%",{"$f":"+G12","v":{"v":45000,"d":"R 45 000.00"}},null,{"$f":"+F13*E13","v":{"v":0,"d":"R0.00"}}]
[]
[]
[]
[null,null,"SECTION 11 : TOTAL TO SUMMARY",null,null,"R"]

{"sheet":"Sec.11 Dayworks","index":15,"n_rows":35,"n_cols":7,"rows_kept":35,"merged":[[0,5,0,6],[1,0,2,0],[1,1,2,1],[1,2,2,2],[1,3,2,3],[1,4,2,4],[1,5,2,5],[1,6,2,6]]}
["SECTION  12 : PARTICULAR SPECIFICATIONS : DAYWORKS",{"$nulls":3},{"$f":"' Sec.1 Fixed Charge'!E1","v":0},{"$f":"+' Sec.1 Fixed Charge'!F1:G1","v":0}]
["Item","Payment Ref","Description","Unit","Quantity","Rate","Amount"]
[]
[]
[null,null,"PARTICULAR SPECIFICATIONS : DAYWORKS"]
[]
[null,null,"LABOUR"]
[12.1,"PAA-5.1","Unskilled workers","hr",45,null,{"$f":"+F8*$E8","v":{"v":0,"d":"R  0.00"}}]
[{"$f":"A8+0.1","v":12.2},"PAA-5.1","Skilled workers (artisans)","hr",45,null,{"$f":"+F9*$E9","v":{"v":0,"d":"R  0.00"}}]
[{"$f":"A9+0.1","v":{"v":12.299999999999999,"d":"12.3"}},"PAA-5.1","Operators & drivers","hr",36,null,{"$f":"+F10*$E10","v":{"v":0,"d":"R  0.00"}}]
[{"$f":"A10+0.1","v":{"v":12.399999999999999,"d":"12.4"}},"PAA-5.1","Foreman","hr",45,null,{"$f":"+F11*$E11","v":{"v":0,"d":"R  0.00"}}]
[{"$f":"A11+0.1","v":{"v":12.499999999999998,"d":"12.5"}},"PAA-5.1","Gang Supervisor","hr",45,null,{"$f":"+F12*$E12","v":{"v":0,"d":"R  0.00"}}]
[]
[null,null,"CONSTRUCTIONAL PLANT"]
[{"$f":"A12+0.1","v":{"v":12.599999999999998,"d":"12.6"}},"PAA-5.2","Lowbed (40t capacity)","km","500",null,{"$f":"+F15*$E15","v":{"v":0,"d":"R  0.00"}}]
[{"$f":"A15+0.1","v":{"v":12.699999999999998,"d":"12.7"}},"PAA-5.2","Bulldozer & ripper (Cat D5 to D6)","hr",36,null,{"v":0,"d":"R  0.00"}]
[{"$f":"A16+0.1","v":{"v":12.799999999999997,"d":"12.8"}},"PAA-5.2","Grader (Cat 140G)","hr",9,null,{"v":0,"d":"R  0.00"}]
[{"$f":"A17+0.1","v":{"v":12.899999999999997,"d":"12.9"}},"PAA-5.2","Front-end-loader 2.5m3 bucket","hr",27,null,{"v":0,"d":"R  0.00"}]
[{"v":12.1,"d":"12.10"},"PAA-5.2","Front-end-loader 4m3 bucket","hr",27,null,{"$f":"+F19*$E19","v":{"v":0,"d":"R  0.00"}}]
[{"$f":"A19+0.01","v":12.11},"PAA-5.2","Tracked excavator (20t - 22t)","hr",45,null,{"v":0,"d":"R  0.00"}]
[{"$f":"+A20+0.01","v":12.12},"PAA-5.2","Tracked excavator (30t)","hr",18,null,{"$f":"+F21*$E21","v":{"v":0,"d":"R  0.00"}}]
[{"$f":"+A21+0.01","v":{"v":12.129999999999999,"d":"12.13"}},"PAA-5.2","Tractor-loader backhoe (TLB)","hr",36,null,{"v":0,"d":"R  0.00"}]
[{"$f":"A22+0.01","v":{"v":12.139999999999999,"d":"12.14"}},"PAA-5.2","Pedestrian Roller (Bomag 90)","hr",24,null,{"v":0,"d":"R  0.00"}]
[{"v":12.149999999999999,"d":"12.15"},"PAA-5.2","Vibratory roller (8t - 10t)","hr",9,null,{"v":0,"d":"R  0.00"}]
[{"v":12.159999999999998,"d":"12.16"},"PAA-5.2","Compressor & all tools (250cfm)","hr",9,null,{"v":0,"d":"R  0.00"}]
[{"v":12.169999999999998,"d":"12.17"},"PAA-5.2","6m3 tip truck","hr",27,null,{"v":0,"d":"R  0.00"}]
[{"v":12.179999999999998,"d":"12.18"},"PAA-5.2","10m3 tip truck","hr",45,null,{"v":0,"d":"R  0.00"}]
[{"$f":"+A27+0.01","v":{"v":12.189999999999998,"d":"12.19"}},"PAA-5.2","All terrain dumptruck (ADT) 30t capacity","hr",45,null,{"$f":"+F28*$E28","v":{"v":0,"d":"R  0.00"}}]
[{"$f":"+A28+0.01","v":{"v":12.199999999999998,"d":"12.20"}},"PAA-5.2","Crane truck; 10t capacity","hr",24,null,{"v":0,"d":"R  0.00"}]
[{"$f":"+A29+0.01","v":{"v":12.209999999999997,"d":"12.21"}},"PAA-5.2","Light delivery vehicle","km",200,null,{"v":0,"d":"R  0.00"}]
[{"v":12.219999999999997,"d":"12.22"},"PAA-5.2","Water Tanker 8 000 litres to 12 000 litres","hr",120,null,{"v":0,"d":"R  0.00"}]
[{"v":12.229999999999997,"d":"12.23"},"PAA-5.2","Other : Contractor to specify"]
[]
[]
[null,null,"SECTION 12 : TOTAL TO SUMMARY",null,null,"R",{"$f":"SUM(G6:G34)","v":{"v":0,"d":"R  0.00"}}]

{"sheet":"Sheet2","index":16,"n_rows":0,"n_cols":0,"rows_kept":0}