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["ITEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE ","AMOUNT"]
[1,null,"SECTION 1: PRELIMINARY AND GENERAL"]
[1.1,"SABS 1200 A","FIXED COST ITEMS"]
["1.1.1","8.3.1","Contractual Requirements","Sum",{"v":1,"d":"1.00"},null,{"$f":"E4*F4","v":0}]
[null,"SABS 1200 AB","Establish facilities on site"]
[null,"8.3.2.1","a) Facilities for Engineer"]
["1.1.2","PS 7","Site office, conference room, car port, toilet facilities and office furniture","Prov Sum",{"v":1,"d":"1.00"},{"v":40000,"d":"40,000.00"},{"$f":"E7*F7","v":{"v":40000,"d":"40,000.00"}}]
["1.1.3","PSAB 1","Survey equipment","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Resident Engineer : Accomodation","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
[null,null,"Resident Engineer : Cell phone for site purposes","Prov Sum",{"v":1,"d":"1.00"},{"v":20000,"d":"20,000.00"},{"v":20000,"d":"20,000.00"}]
[null,null,"Asbuilt data collection by profesional surveyor","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
["1.1.4",null,"One Contract Notice Board","Sum",{"v":1,"d":"1.00"},null,0]
[null,"8.3.2.2","b) Facilities for Contractor"]
["1.1.5",null,"Offices and stores, workshop, housing, ablution- and latrine facilities, plant and tools","Sum",{"v":1,"d":"1.00"},null,{"$f":"E14*F14","v":0}]
["1.1.6",null,"Water supply, electrical power, reticulation of water and access to site","Sum",{"v":1,"d":"1.00"},null,{"$f":"E15*F15","v":0}]
["1.1.7","PS 10","Conformity with RDP requirements","Sum",{"v":1,"d":"1.00"},null,{"$f":"E16*F16","v":0}]
["1.1.8","8.3.3","Additional Fixed Cost liabilities (particulars to be supplied)"]
[null,null,"i) .................................","Sum",{"v":1,"d":"1.00"},null,{"$f":"E18*F18","v":0}]
[null,null,"ii) .................................","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"iii) .................................","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"iv) .................................","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"v) .................................","Sum",{"v":1,"d":"1.00"},null,0]
["1.1.9","8.3.4","Removal of site facilities","Sum",{"v":1,"d":"1.00"},null,0]
["1.1.10",null,"Allowance for OHS & Environmental management","Prov Sum",{"v":1,"d":"1.00"},{"v":100000,"d":"100,000.00"},{"v":100000,"d":"100,000.00"}]
["1.1.11",null,"Allowance for Accredited Training","Prov Sum",{"v":1,"d":"1.00"},{"v":500000,"d":"500,000.00"},{"v":500000,"d":"500,000.00"}]
[1.2,{"v":8.4,"d":"8.40"},"TIME RELATED ITEMS"]
["1.2.1","8.4.1","Contractual Requirements","Sum",{"v":1,"d":"1.00"},null,{"$f":"E27*F27","v":0}]
[null,"8.4.2","Operate and maintain facilities on site"]
[null,"8.4.2.1","a) Facilities for Engineer for duration of construction (SABS 1200 AB)"]
["1.2.2","PS 7","Site office, conference room, car port, toilet facilities and office furniture","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"$f":"E30*F30","v":{"v":50000,"d":"50,000.00"}}]
["1.2.3","PSAB 1","Survey equipment and survey assistant","Sum",{"v":1,"d":"1.00"},null,{"$f":"E31*F31","v":0}]
["1.2.4","PSAB 1","One Contract Notice Board","Sum",{"v":1,"d":"1.00"},null,{"$f":"E32*F32","v":0}]
[null,"8.4.2.2","b) Facilities for Contractor for duration of construction"]
["1.2.6",null,"Offices and stores, workshop, housing, ablution- and latrine facilities, plant and equipment","Sum",{"v":1,"d":"1.00"},null,{"$f":"E34*F34","v":0}]
["1.2.7",null,"Water supply, electrical power, reticulation of water and access to site","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.8","8.4.3","Construction Supervision for the duration of the contract","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.9","8.4.4","Company and head office overhead costs","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.10","PS 10","Conformity with RDP requirements","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.11","8.4.5","Additional Time Related Items (particulars to be provided)","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"i) ............................","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"ii) ............................","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"iii) ............................","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"iv) ............................","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"v) ............................","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.12",null,"Allowance for OHS & Environmental management","Prov Sum",{"v":1,"d":"1.00"},{"v":60000,"d":"60,000.00"},{"v":60000,"d":"60,000.00"}]
["1.2.13",null,"Allowance for CLO","Prov Sum",{"v":1,"d":"1.00"},{"v":120000,"d":"120,000.00"},{"v":120000,"d":"120,000.00"}]
[1.3,null,"TEMPORARY WORK"]
["1.3.1","8.8.1","Construction and maintenance of all access roads and work for the duration of the contract","Sum",{"v":1,"d":"1.00"},null,{"$f":"E48*F48","v":0}]
[1.4,null,"CONTROL TESTING"]
["1.4.1",null,"Preliminary Sum allowed for laboratory tests by an independent laboratory when required by the Engineer","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"$f":"E50*F50","v":{"v":50000,"d":"50,000.00"}}]
["1.4.2",null,"Percentage add on to Item 1.5.1 for overheads, administration and profit","%",{"$f":"G50","v":{"v":50000,"d":"50000.00"}},null,{"$f":"E51*F51","v":0}]
["TOTAL SECTION 1",{"$nulls":7},{"$f":"SUM(G7:G50)","v":{"v":1040000,"d":"1,040,000.00"}}]
[2,null,"SECTION 2: BNR REACTOR"]
[2.1,"SANS 1200 DA","EXCAVATION"]
["2.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":2500,"d":"2500.00"},null,{"$f":"E55*F55","v":0}]
["2.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m3",{"$f":"2200*1.5","v":{"v":3300,"d":"3300.00"}},null,{"$f":"E56*F56","v":0}]
["2.1.3",null,"c) Extra over for"]
["2.1.3.1",null,"1) Intermediate excavation","m3",{"$f":"E56*0.15","v":{"v":495,"d":"495.00"}},null,{"$f":"E58*F58","v":0}]
["2.1.3.2",null,"2) Hard rock excavation","m3",{"$f":"E56*0.1","v":{"v":330,"d":"330.00"}},null,{"$f":"E59*F59","v":0}]
["2.1.4","8.3.2","Restricted Excavation"]
["2.1.6","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations"]
["2.1.6.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"$f":"E55*0.5","v":{"v":1250,"d":"1250.00"}},null,{"$f":"E62*F62","v":0}]
[2.2,"SANS 1200 G","FORMWORK"]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates "]
["2.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III"]
["2.2.1.1",null,"BNR walls","m2",{"v":1050,"d":"1050.00"},null,{"$f":"F66*E66","v":0}]
["2.2.1.2",null,"Floor 0,4m high","m2",{"v":70,"d":"70.00"},null,0]
["2.2.4","8.2.2","Smooth vertical formwork to a degree of Accuracy II"]
["2.2.4.1",null,"BNR walls","m2",{"v":3080,"d":"3080.00"},null,0]
["2.2.4.2",null,"0.4m high floor","m2",{"v":180,"d":"180.00"},null,0]
["2.2.4.3",null,"Columns","m2",{"v":230,"d":"230.00"},null,0]
["2.2.4.4",null,"0.3m high walk way side","m2",{"v":70,"d":"70.00"},null,0]
["2.2.4.5",null,"0.3m high platform side","m2",{"v":40,"d":"40.00"},null,0]
["2.2.4.6",null,"Channel & Overflow Boxes","m2",{"v":30,"d":"30.00"},null,0]
["2.2.4.7",null,"Stair Risers","m2",{"v":15,"d":"15.00"},null,0]
["2.2.4.8",null,"Stair Sides","m2",{"v":10,"d":"10.00"},null,0]
["2.2.5",null,"Smooth horizontal formwork to a degree of Accuracy II"]
["2.2.5.1",null,"Walkway","m2",{"v":120,"d":"120.00"},null,0]
["2.2.5.2",null,"Platform","m2",{"v":85,"d":"85.00"},null,0]
["2.2.5.3",null,"Channel","m2",{"v":45,"d":"45.00"},null,0]
["2.2.5.4",null,"Stairs","m2",{"v":15,"d":"15.00"},null,0]
["2.2.6",null,"Inclined Smooth formwork to a degree of Accuracy II"]
["2.2.6.1",null,"Inclined wall fillets","m2",{"v":350,"d":"350.00"},null,0]
["2.2.7","8.2.6","Box Out Holes/Form Voids"]
["2.2.7.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",{"v":10,"d":"10.00"},null,0]
["2.2.7.2",null,"b) Small, square, of aera up to and including 0,1 m² (irrespective of depth)","No",{"v":10,"d":"10.00"},null,0]
["2.2.7.3",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",{"v":10,"d":"10.00"},null,0]
["2.2.7.4",null,"d) Large, square, of aera over 0,1m² and up and including to 0,5 m ² (irrespective of depth)","No",{"v":10,"d":"10.00"},null,0]
[2.3,null,"REINFORCEMENT"]
["2.3.1","8.3.1","Mild Steel Bars"]
["2.3.1.1",null,{"v":10,"d":"R10"},"t",{"v":10.5,"d":"10.50"},null,{"$f":"F91*E91","v":0}]
["2.3.2","8.3.1","High Tensile Steel"]
["2.3.2.1",null,"Y 10","t",{"v":20.2,"d":"20.20"},null,{"$f":"F93*E93","v":0}]
["2.3.2.2",null,"Y 12","t",{"v":30.3,"d":"30.30"},null,0]
["2.3.2.3",null,"Y 16","t",{"v":20.2,"d":"20.20"},null,0]
["2.3.2.4",null,"Y 20","t",{"v":30.5,"d":"30.50"},null,0]
["2.3.2.5",null,"Y 25","t",{"v":40.4,"d":"40.40"},null,0]
["2.3.2.6",null,"Y 32","t",{"v":50.4,"d":"50.40"},null,0]
["2.3.2.7",null,"Y 40","t",{"v":0,"d":"0.00"},null,"Rate Only"]
[2.4,null,"CONCRETE"]
["2.4.1","8.4.1","Prescribed Concrete Mix"]
["2.4.1.1",null,"1:4 Cement/stone (19mm) no-fines concrete to subsoil drain","m3",{"v":325,"d":"325.00"},null,{"$f":"F102*E102","v":0}]
["2.4.2","8.4.2","Blinding Layer in Concrete"]
["2.4.2.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":1050,"d":"1050.00"},null,{"$f":"F104*E104","v":0}]
["2.4.3","8.4.3","Structural Concrete (30 MPa)"]
["2.4.3.1",null,"BNR floor","m3",{"v":750,"d":"750.00"},null,{"$f":"F106*E106","v":0}]
["2.4.3.2",null,"BNR walls","m3",{"v":565,"d":"565.00"},null,0]
["2.4.3.3",null,"Mixer platform","m3",{"v":25,"d":"25.00"},null,0]
["2.4.3.4",null,"Walkways","m3",{"v":40,"d":"40.00"},null,0]
["2.4.3.5",null,"Columns & Wall panels","m3",{"v":120,"d":"120.00"},null,0]
["2.4.3.6",null,"Overflow box & Channels","m3",{"v":60,"d":"60.00"},null,0]
["2.4.3.7",null,"Steps","m3",{"v":10,"d":"10.00"},null,0]
["2.4.4","8.4.4","Unformed Surface Finishes"]
["2.4.4.1",null,"a) Wood-floated finish (Top of Walls)","m2",{"v":110,"d":"110.00"},null,{"$f":"F114*E114","v":0}]
["2.4.4.2",null,"b) Steel-floated finish (Walkways; 50mm Blinding)","m2",{"v":2150,"d":"2150.00"},null,{"$f":"F115*E115","v":0}]
["2.4.4.3",null,"c) Power-floated finish (BNR Floor)","m2",{"v":1870,"d":"1870.00"},null,{"$f":"F116*E116","v":0}]
[2.5,8.5,"JOINTS"]
["7.5.1",null,"300mm wide Sikadur combiflex system by Sika (Alternative approved products may also be used)","m",{"v":280,"d":"280.00"},null,{"$f":"E118*F118","v":0}]
["7.5.2",null,"Bond breaker 2 coats white PVA paint","m",{"v":280,"d":"280.00"},null,{"$f":"E119*F119","v":0}]
["7.5.3",null,"10mm x 10mm Polysulfide joint sealant with primer complete with 10 x 10 form","m",{"v":280,"d":"280.00"},null,{"$f":"E120*F120","v":0}]
["7.5.4",null,"230mm rearguard centre bulb PVC waterstop by Jayco (Alternative approved products may also be used)","m",{"v":280,"d":"280.00"},null,{"$f":"E121*F121","v":0}]
[2.6,null,"PIPEWORK"]
["2.6.1",null,"Supply and install mild steel connector pipework to BNR Reactor, including, puddle pipes flange adaptors, etc complete. All steel pipes to be hot diped galvanised coated.","Prov Sum",{"v":1,"d":"1.00"},{"v":500000,"d":"500,000.00"},{"$f":"E123*F123","v":{"v":500000,"d":"500,000.00"}}]
["TOTAL SECTION 2"]
[3,null,"SECTION 3: CLARIFIERS"]
["3.1","SANS 1200 DA","EXCAVATION"]
["3.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":490,"d":"490.00"},null,{"$f":"E127*F127","v":0}]
["3.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m3",{"v":1160,"d":"1160.00"},null,{"$f":"E128*F128","v":0}]
["3.1.3",null,"c) Extra over for"]
["3.1.3.1",null,"1) Intermediate excavation","m3",{"v":175,"d":"175.00"},null,{"$f":"E130*F130","v":0}]
["3.1.3.2",null,"2) Hard rock excavation","m3",{"v":120,"d":"120.00"},null,{"$f":"E131*F131","v":0}]
["3.1.4","8.3.2","Restricted Excavation"]
["3.1.4.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",{"v":500,"d":"500.00"},null,{"$f":"E133*F133","v":0}]
["3.1.4.2",null,"b) Extra over for"]
["3.1.4.2.1",null,"1) Intermediate excavation","m3",{"v":75,"d":"75.00"},null,{"$f":"E135*F135","v":0}]
["3.1.4.2.2",null,"2) Hard rock excavation","m3",{"v":50,"d":"50.00"},null,{"$f":"E136*F136","v":0}]
["3.1.6","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations"]
["3.1.6.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":490,"d":"490.00"},null,{"$f":"E138*F138","v":0}]
["3.2","SANS 1200 G","FORMWORK"]
["",null,"Note: 50mm chamfers to all corners included in formwork rates "]
["3.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III"]
["3.2.1.1",null,"1.1m high floor side curved to radius 1750","m2",{"v":30,"d":"30.00"},null,{"$f":"F142*E142","v":0}]
["3.2.1.2",null,"0.3m high to inside footing curved to radius 7200","m2",{"v":30,"d":"30.00"},null,{"$f":"F143*E143","v":0}]
["3.2.2","8.2.2","Smooth vertical formwork to a degree of Accuracy II"]
["3.2.2.1",null,"0.3m high to outside footing curved to Radius 8200","m2",{"v":30,"d":"30.00"},null,{"$f":"F145*E145","v":0}]
["3.2.2.2",null,"0.85m high to floor side curved to Radius 1500","m2",{"v":30,"d":"30.00"},null,0]
["3.2.2.3",null,"4.56m high to outside wallg curved to Radius 7850","m2",{"v":490,"d":"490.00"},null,0]
["3.2.2.4",null,"4.2m high to inside wall curved to Radius 7550","m2",{"v":450,"d":"450.00"},null,0]
["3.2.2.5",null,"0.37m high to canal overflow wall curved to Radius 7150","m2",{"v":50,"d":"50.00"},null,0]
["3.2.2.6",null,"0.37m high to canal overflow wall curved to Radius 7000","m2",{"v":50,"d":"50.00"},null,0]
["3.2.2.7",null,"0.2m high to scour box floor","m2",{"v":10,"d":"10.00"},null,0]
["3.2.2.8",null,"5.37m high to scour box walls","m2",{"v":120,"d":"120.00"},null,0]
["3.2.2.9",null,"0.9m high to overflow box","m2",{"v":20,"d":"20.00"},null,0]
["3.2.3",null,"Smooth horizontal formwork to a degree of Accuracy II"]
["3.2.3.1",null,"Canal overflow soffit","m2",{"v":50,"d":"50.00"},null,{"$f":"F155*E155","v":0}]
["3.2.3.2",null,"Overflow box soffit","m2",{"v":10,"d":"10.00"},null,{"$f":"F156*E156","v":0}]
["3.2.4",null,"Inclined Smooth formwork to a degree of Accuracy II"]
["3.2.4.1",null,"Canal overflow lip curved to Radius 7000","m2",{"v":50,"d":"50.00"},null,{"$f":"F158*E158","v":0}]
["3.2.5","8.2.6","Box Out Holes/Form Voids"]
["3.2.5.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",{"v":10,"d":"10.00"},null,{"$f":"F160*E160","v":0}]
["3.2.5.2",null,"b) Small, square, of aera up to and including 0,1 m² (irrespective of depth)","No",{"v":8,"d":"8.00"},null,{"$f":"F161*E161","v":0}]
["3.2.5.3",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",{"v":10,"d":"10.00"},null,{"$f":"F162*E162","v":0}]
["3.2.5.4",null,"d) Large, square, of aera over 0,1m² and up and including to 0,5 m ² (irrespective of depth)","No",{"v":6,"d":"6.00"},null,{"$f":"F163*E163","v":0}]
["3.3",null,"REINFORCEMENT"]
["3.3.1","8.3.1","Mild Steel Bars"]
["3.3.1.1",null,{"v":10,"d":"R10"},"t",{"v":2.5,"d":"2.50"},null,{"$f":"F166*E166","v":0}]
["3.3.2","8.3.1","High Tensile Steel"]
["3.3.2.1",null,"Y 10","t",{"v":4.5,"d":"4.50"},null,{"$f":"F168*E168","v":0}]
["3.3.2.2",null,"Y 12","t",{"v":6.5,"d":"6.50"},null,0]
["3.3.2.3",null,"Y 16","t",{"v":6.5,"d":"6.50"},null,0]
["3.3.2.4",null,"Y 20","t",{"v":8.5,"d":"8.50"},null,0]
["3.3.2.5",null,"Y 25","t",{"v":8.5,"d":"8.50"},null,0]
["3.3.2.6",null,"Y 32","t",{"v":6.5,"d":"6.50"},null,0]
["3.3.2.7",null,"Y 40","t",{"v":0,"d":"0.00"},null,"Rate Only"]
["3.4",null,"CONCRETE"]
["3.4.1","8.4.1","Prescribed Concrete Mix"]
["3.4.1.1",null,"1:4 Cement/stone (19mm) no-fines concrete to subsoil drain","m3",{"v":190,"d":"190.00"},null,{"$f":"F177*E177","v":0}]
["3.4.2","8.4.2","Blinding Layer in Concrete"]
["3.4.2.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":425,"d":"425.00"},null,{"$f":"F179*E179","v":0}]
["3.4.3","8.4.3","Structural Concrete (30 MPa)"]
["3.4.3.1",null,"Floor","m3",{"v":120,"d":"120.00"},null,{"$f":"F181*E181","v":0}]
["3.4.3.2",null,"Footing","m3",{"v":40,"d":"40.00"},null,0]
["3.4.3.3",null,"Center Column","m3",{"v":10,"d":"10.00"},null,0]
["3.4.3.4",null,"Walls","m3",{"v":140,"d":"140.00"},null,0]
["3.4.3.5",null,"Canal Overflow","m3",{"v":30,"d":"30.00"},null,0]
["3.4.3.6",null,"Scour box & Overflow box","m3",{"v":10,"d":"10.00"},null,0]
["3.4.4","8.4.4","Unformed Surface Finishes"]
["3.4.4.1",null,"a) Wood-floated finish (Top of Walls)","m2",{"v":230,"d":"230.00"},null,{"$f":"F188*E188","v":0}]
["3.4.4.2",null,"b) Steel-floated finish (Walkways; 50mm Blinding)","m2",{"v":925,"d":"925.00"},null,{"$f":"F189*E189","v":0}]
[3.5,null,"PIPEWORK"]
["3.5.1",null,"Supply and install mild steel connector pipework to BNR Reactor, including, puddle pipes flange adaptors, etc complete. All steel pipes to be hot diped galvanised coated.","Prov Sum",{"v":2,"d":"2.00"},{"v":350000,"d":"350,000.00"},{"$f":"E191*F191","v":{"v":700000,"d":"700,000.00"}}]
["TOTAL SECTION 3"]
[4,null,"SECTION 4: NEW BOX COLLECTING SEWAGE FROM SLUDGE DRYING BEDS & SPLITTER BOX"]
["4.1.1","SANS 1200 DA","EXCAVATION"]
["4.1.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":75,"d":"75.00"},null,{"$f":"E195*F195","v":0}]
["4.1.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m3",{"v":82.5,"d":"82.50"},null,{"$f":"E196*F196","v":0}]
["4.1.1.3",null,"c) Extra over for",null,{"v":0,"d":"0.00"},null,0]
["4.1.1.3.1",null,"1) Intermediate excavation","m3",{"v":22.5,"d":"22.50"},null,0]
["4.1.1.3.2",null,"2) Hard rock excavation","m3",{"v":22.5,"d":"22.50"},null,0]
["4.1.1.4","8.3.2","Restricted Excavation",null,{"v":0,"d":"0.00"},null,0]
["4.1.1.4.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",{"v":15,"d":"15.00"},null,0]
["4.1.1.4.2",null,"b) Extra over for",null,{"v":0,"d":"0.00"},null,0]
["4.1.1.4.2.1",null,"1) Intermediate excavation","m3",{"v":7.5,"d":"7.50"},null,0]
["4.1.1.4.2.2",null,"2) Hard rock excavation","m3",{"v":7.5,"d":"7.50"},null,0]
["4.1.1.5","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations",null,{"v":0,"d":"0.00"},null,0]
["4.1.1.5.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":15,"d":"15.00"},null,0]
["4.1.2","SANS 1200 G","FORMWORK",null,{"v":0,"d":"0.00"},null,0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates ",null,{"v":0,"d":"0.00"},null,0]
["4.1.2.1","8.2.2","Smooth vertical formwork to a degree of Accuracy II",null,{"v":0,"d":"0.00"},null,0]
["4.1.2.1.1",null,"Walls","m2",{"v":165,"d":"165.00"},null,0]
["4.1.2.1.2",null,"1.8m high weir & 1.0m high weir","m2",{"v":22.5,"d":"22.50"},null,0]
["4.1.2.2",null,"Smooth horizontal formwork to a degree of Accuracy II",null,{"v":0,"d":"0.00"},null,0]
["4.1.2.2.1",null,"Top of Mass Concrete Pipe Encasement","m2",{"v":3,"d":"3.00"},null,0]
["4.1.2.3",null,"Inclined Smooth formwork to a degree of Accuracy II",null,{"v":0,"d":"0.00"},null,0]
["4.1.2.3.1",null,"Top of Mass Concrete Pipe Encasement","m2",{"v":3,"d":"3.00"},null,0]
["4.1.2.4","8.2.6","Box Out Holes/Form Voids",null,{"v":0,"d":"0.00"},null,0]
["4.1.2.4.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",{"v":4.5,"d":"4.50"},null,0]
["4.1.2.4.2",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",{"v":1.5,"d":"1.50"},null,0]
["4.1.3",null,"REINFORCEMENT",null,{"v":0,"d":"0.00"},null,0]
["4.1.3.1","8.3.1","Mild Steel Bars",null,{"v":0,"d":"0.00"},null,0]
["4.1.3.1.1",null,{"v":10,"d":"R10"},"t",{"v":0.30000000000000004,"d":"0.30"},null,0]
["4.1.3.2","8.3.1","High Tensile Steel",null,{"v":0,"d":"0.00"},null,0]
["4.1.3.2.1",null,"Y 8","t",{"v":0,"d":"0.00"},null,0]
["4.1.3.2.2",null,"Y 10","t",0.75,null,0]
["4.1.3.2.3",null,"Y 12","t",2.25,null,0]
["4.1.4",null,"CONCRETE",null,{"v":0,"d":"0.00"},null,0]
["4.1.4.1","8.4.2","Blinding Layer in Concrete",null,{"v":0,"d":"0.00"},null,0]
["4.1.4.1.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":37.5,"d":"37.50"},null,0]
["4.1.4.2","8.4.3","Structural Concrete 25 MPa",null,{"v":0,"d":"0.00"},null,0]
["4.1.4.2.1",null,"Floor","m3",{"v":6,"d":"6.00"},null,0]
["4.1.4.2.2",null,"Walls","m3",{"v":18,"d":"18.00"},null,0]
["4.1.4.2.3",null,"Weir","m3",{"v":3,"d":"3.00"},null,0]
["4.1.4.2.4",null,"Mass Concrete for pipe encasement","m3",{"v":7.5,"d":"7.50"},null,0]
["4.1.4.3","8.4.4","Unformed Surface Finishes",null,{"v":0,"d":"0.00"},null,0]
["4.1.4.3.1",null,"a) Wood-floated finish ","m2",{"v":15,"d":"15.00"},null,0]
["4.1.4.3.2",null,"b) Steel-floated finish  - Blinding, Floor & Top of Wall","m2",{"v":60,"d":"60.00"},null,0]
["TOTAL SECTION 4"]
[5,null,"SECTION 5: SLUDGE DRYING BEDS"]
[5.1,"SANS 1200 DA","EXCAVATION"]
["5.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":3100,"d":"3100.00"},null,{"$f":"E240*F240","v":0}]
["5.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m3",{"$f":"3100*0.5","v":{"v":1550,"d":"1550.00"}},null,{"$f":"E241*F241","v":0}]
["5.1.3",null,"c) Extra over for"]
["5.1.3.1",null,"1) Intermediate excavation","m3",{"v":350,"d":"350.00"},null,{"$f":"E243*F243","v":0}]
["5.1.3.2",null,"2) Hard rock excavation","m3",{"v":350,"d":"350.00"},null,{"$f":"E244*F244","v":0}]
["5.1.6","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations"]
["5.1.6.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":930,"d":"930.00"},null,{"$f":"E246*F246","v":0}]
[5.2,"SANS 1200 G","FORMWORK",{"$nulls":3},0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates "]
["5.2.4","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["5.2.4.1",null,"Floor 0.2m high","m2",{"v":420,"d":"420.00"},null,0]
["4.1.2.10","8.2.6","Box Out Holes/Form Voids",{"$nulls":3},0]
["4.1.2.10.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",{"$f":"9*8","v":{"v":72,"d":"72.00"}},null,0]
[5.3,null,"REINFORCEMENT",{"$nulls":3},0]
["5.3.1","8.3.1","Mild Steel Bars",{"$nulls":3},0]
["5.3.1.2",null,{"v":10,"d":"R10"},"t",{"$f":"ROUNDUP(1.1*0.32,2)","v":0.36},null,0]
["5.3.2","8.3.1","High Tensile Steel",{"$nulls":3},0]
["5.3.2.1",null,"Y 10","t",{"$f":"ROUNDUP(1.1*29.5,3)","v":32.45},null,0]
[5.4,null,"CONCRETE",{"$nulls":3},0]
["5.4.1","8.4.1","Prescribed Concrete Mix",{"$nulls":3},0]
["5.4.1.1",null,"1:4 Cement/stone (19mm) no-fines concrete to subsoil drain","m3",{"v":0,"d":"0.00"},null,"Rate Only"]
["5.4.2","8.4.2","Blinding Layer in Concrete",{"$nulls":3},0]
["5.4.2.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":3100,"d":"3100.00"},null,0]
["5.4.3","8.4.3","Structural Concrete 25 MPa",{"$nulls":3},0]
["5.4.3.1",null,"Floor","m3",{"$f":"E262*0.15","v":{"v":465,"d":"465.00"}},null,0]
["5.4.4","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["5.4.4.1",null,"a) Wood-floated finish to degree Accuracy II - FLOOR","m2",{"$f":"ROUNDUP(1.1*2400,1)","v":{"v":2640,"d":"2640.00"}},null,0]
["5.4.4.2",null,"b) Steel-floated finish to deg accuracy II - Top of Wall","m2",{"$f":"ROUNDUP(1.1*240,1)","v":{"v":264,"d":"264.00"}},null,0]
["5.4.5","8.4.5","Aggregate (19mm stone for subfloor drainage)","m3",{"v":651,"d":"651.00"},null,0]
[5.5,null,"BRICKWORK",{"$nulls":3},0]
["5.5.1",null,"Build the following brickwork according to the drawings and specifications including joints, brickforce, dpc etc",{"$nulls":3},0]
["5.5.1.1",null,"For supply of material - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R6600 / 1000 bricks)","m2",{"v":895,"d":"895.00"},null,0]
["5.5.1.2",null,"Labour only - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R6600 / 1000 bricks)","m2",{"v":895,"d":"895.00"},null,0]
[5.6,"SABS\n1200 MJ","PERFORATED BRICK FLOOR",{"$nulls":3},0]
[null,"8.2.2","Construction of perforated paving brick floor complete",{"$nulls":3},0]
["5.6.1",null,"85mm perforated brick floor","m2",{"v":3100,"d":"3100.00"},null,0]
[5.7,null,"GEO PIPE",{"$nulls":3},0]
["5.7.1",null,"Perforated Pipe","m",{"v":685,"d":"685.00"},null,0]
["5.8",null,"PIPE SPECIALS AND FITTINGS"]
["5.8.1",null,"Provisional Sum Allowed for the supply and installation of pipework, valves and fittings","Prov Sum",{"v":1,"d":"1.00"},{"v":250000,"d":"250,000.00"},{"v":250000,"d":"250,000.00"}]
["TOTAL SECTION 5"]
[6,null,"SECTION 6: BNR BALANCING PUMP STATION"]
["6.1","SANS 1200 DA","EXCAVATION"]
["6.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":88,"d":"88.00"},null,{"$f":"E283*F283","v":0}]
["6.1.4","8.3.2","Restricted Excavation",null,{"v":0,"d":"0.00"}]
["6.1.4.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",{"v":36,"d":"36.00"},null,0]
["6.2","SANS 1200 G","FORMWORK",null,{"v":0,"d":"0.00"},null,0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates ",null,{"v":0,"d":"0.00"}]
["6.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III",null,{"v":0,"d":"0.00"},null,0]
["6.2.1.1",null,"Footings","m2",{"v":44,"d":"44.00"},null,0]
["6.2.4","8.2.2","Smooth vertical formwork to a degree of Accuracy II",null,{"v":0,"d":"0.00"},null,0]
["6.2.4.1",null,"Floor above N.G.L.","m2",{"v":12,"d":"12.00"},null,0]
["6.2.4.2",null,"Plinths","m2",{"v":8,"d":"8.00"},null,0]
["6.4",null,"REINFORCEMENT",null,{"v":0,"d":"0.00"},null,0]
["6.4.1","8.3.1","Mild Steel Bars",null,{"v":0,"d":"0.00"},null,0]
["6.4.1.1",null,{"v":10,"d":"R10"},"t",{"v":4,"d":"4.00"},null,0]
["6.4.2","8.3.1","High Tensile Steel",null,{"v":0,"d":"0.00"},null,0]
["6.4.2.1",null,"Y 10","t",{"v":1,"d":"1.00"},null,0]
["6.4.2.2",null,"Y 12","t",{"v":2,"d":"2.00"},null,0]
["6.4.2.3",null,"Y 16","t",{"v":2,"d":"2.00"},null,0]
["6.4.2.4",null,"Y 20","t",{"v":11,"d":"11.00"},null,0]
["6.5",null,"CONCRETE",null,{"v":0,"d":"0.00"}]
["6.5.1","8.4.2","Blinding Layer in Concrete",null,{"v":0,"d":"0.00"}]
["6.5.1.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":88,"d":"88.00"},null,0]
["6.5.2","8.4.3","Structural Concrete 25 MPa",null,{"v":0,"d":"0.00"},null,0]
["6.5.2.1",null,"300mm x 400mm Ground Beams","m3",{"v":7,"d":"7.00"},null,0]
["6.5.2.2",null,"200mm Floor","m3",{"v":18,"d":"18.00"},null,0]
["6.5.2.3",null,"300mm Plinths","m3",{"v":3,"d":"3.00"},null,0]
["6.6","8.4.4","Unformed Surface Finishes",null,{"v":0,"d":"0.00"},null,0]
["6.6.1",null,"a) Wood-floated finish","m2",{"v":135.024,"d":"135.02"},null,0]
["6.6.2",null,"b) Steel-floated finish","m2",{"v":388.64880000000005,"d":"388.65"},null,0]
["6.6",8.6,"MANUFACTURE (OR SUPPLY) AND ERECT PRECAST ELEMENTS",null,{"v":0,"d":"0.00"}]
["6.6.1",null,"a) Precast prestressed hollow core slabs by perfect slabs or similar approved supplier. Rate to include the supply, delivery and installation of the precast elements","m2",{"v":72,"d":"72.00"},null,0]
["6.7",null,"BRICKWORK",null,{"v":0,"d":"0.00"}]
["",null,"Build the following brickwork according to the drawings and specifications including joints, brickforce, dpc etc",null,{"v":0,"d":"0.00"}]
["6.7.1",null,"For supply of material - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000(Incl VAT) / 1000 bricks)","m2",{"v":140,"d":"140.00"},null,0]
["6.7.2",null,"Labour only - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000 (Incl VAT) / 1000 bricks)","m2",{"v":140,"d":"140.00"},null,0]
["6.8",null,"WINDOWS",null,{"v":0,"d":"0.00"},null,0]
["6.8.1",null,"Install and supply Windblock windows as per drawing specifications (400mm x 400mm)","No.",{"v":24,"d":"24.00"},null,0]
["6.8.2",null,"Install and supply Windblock Ventilation holes as per drawing specs (400mm x 400mm)","No.",{"v":12,"d":"12.00"},null,0]
["6.9",null,"DOORS",{"$nulls":3},0]
["6.9.1",null,"Provisional Sum Allowed for the supply and installation of a steel door","Prov Sum",{"v":1,"d":"1.00"},{"v":40000,"d":"40,000.00"},{"v":40000,"d":"40,000.00"}]
["6.3",null,"PIPE SPECIALS: Mild Steel 4,5mm wall thikcness, standard epoxy (green color) couting (See Drawing G600 for details)"]
["6.3.1",null,"A1 - 250mm Ø x 90° Flanged Mild Steel Medium Radius Bend","No",{"v":2,"d":"2.00"},null,{"$f":"E323*F323","v":0}]
["6.3.2",null,"A2 - 250mmØ RSV gate valve 16 Bar rated (AVK or similar approved) ","No",{"v":2,"d":"2.00"},null,0]
["6.3.3",null,"A3 - 250mmØ Distance Piece Flanged Both Ends","No",{"v":1,"d":"1.00"},null,0]
["6.3.4",null,"A4 -250mm Ø x 45° Flanged Mild Steel Medium Radius Bend","No",{"v":1,"d":"1.00"},null,0]
["6.3.5",null,"A5 - 250mmØ Distance Piece Flanged Both Ends","No",{"v":1,"d":"1.00"},null,0]
["6.3.6",null,"A6 - 250 mmØ x 45° Mild Steel Lateral Tee ","No",{"v":1,"d":"1.00"},null,0]
["6.3.7",null,"A7 - 250mmØ Distance Piece Flanged One End with Thrust Ring","No",{"v":1,"d":"1.00"},null,0]
["6.3.8",null,"A8 - 250mmØ Mild Steel Distance Piece with Flange Adapter Welded on Site to Suit uPvc Class 9 Pipe","No",{"v":2,"d":"2.00"},null,0]
["6.3.9",null,"A9 - 250mmØ Mild Steel Distance Piece","No",{"v":1,"d":"1.00"},null,0]
["6.3.10",null,"B1 - 250mmØ Bellmouth Flanged One End","No",{"v":1,"d":"1.00"},null,0]
["6.3.11",null,"B2 -250mm Ø x 90° Flanged Mild Steel Short Radius Bend","No",{"v":1,"d":"1.00"},null,0]
["6.3.12",null,"B3 - 250mmØ Distance Piece Flanged Both Ends","No",{"v":1,"d":"1.00"},null,0]
["6.3.13",null,"B4 - 250mmØ x 250mmØ Tee","No",{"v":1,"d":"1.00"},null,0]
["6.3.14",null,"B5 - 250mmØ Mild Steel Distance Piece","No",{"v":1,"d":"1.00"},null,0]
["6.3.15",null,"B6 - 250mmØ RSV gate valve 16 Bar rated (AVK or similar approved) ","No",{"v":1,"d":"1.00"},null,0]
["TOTAL SECTION 6"]
[7,null,"SECTION 7: EXISTING PUMP STATION UPGRADE"]
[7.1,"SANS 1200 DA","EXCAVATION"]
["7.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"$f":"E377","v":{"v":30,"d":"30.00"}},null,{"$f":"E341*F341","v":0}]
["7.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m3",{"v":90,"d":"90.00"},null,{"$f":"E342*F342","v":0}]
["7.1.3",null,"c) Extra over for",{"$nulls":3},0]
["7.1.3.1",null,"1) Intermediate excavation","m3",{"v":15,"d":"15.00"},null,0]
["7.1.3.2",null,"2) Hard rock excavation","m3",{"v":15,"d":"15.00"},null,0]
["7.1.4","8.3.2","Restricted Excavation",{"$nulls":3},0]
["7.1.4.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",{"v":50,"d":"50.00"},null,0]
["7.1.4.2",null,"b) Extra over for",{"$nulls":3},0]
["7.1.4.2.1",null,"1) Intermediate excavation","m3",{"v":10,"d":"10.00"},null,0]
["7.1.4.2.2",null,"2) Hard rock excavation","m3",{"v":10,"d":"10.00"},null,0]
["7.1.6","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations",{"$nulls":3},0]
["7.1.6.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":15,"d":"15.00"},null,0]
[7.2,"SANS 1200 G","FORMWORK",{"$nulls":3},0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates "]
["7.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III",{"$nulls":3},0]
["7.2.1.1",null,"0.2m high floor","m2",{"v":250,"d":"250.00"},null,0]
["7.2.4","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["7.2.4.1",null,"Walls","m2",{"$f":"ROUNDUP(1.2*(5.2*13.95+5*19.15),1)","v":{"v":202,"d":"202.00"}},null,0]
["7.2.5",null,"Smooth horizontal formwork to a degree of Accuracy II",{"$nulls":3},0]
["7.2.5.1",null,"Cantilever Slab","m2",{"$f":"ROUNDUP(1.2*0.75*3.1,1)","v":{"v":2.8000000000000003,"d":"2.80"}},null,0]
["7.2.10","8.2.6","Box Out Holes/Form Voids",{"$nulls":3},0]
["7.2.10.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",{"v":5,"d":"5.00"},null,0]
["7.2.10.2",null,"b) Small, square, of aera up to and including 0,1 m² (irrespective of depth)","No",{"v":5,"d":"5.00"},null,0]
["7.2.10.3",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",{"v":5,"d":"5.00"},null,0]
["7.2.10.4",null,"d) Large, square, of aera over 0,1m² and up and including to 0,5 m ² (irrespective of depth) - Refer to Drawing F0060-02-G1102","No",{"v":5,"d":"5.00"},null,0]
[7.3,null,"REINFORCEMENT",{"$nulls":3},0]
["7.3.1","8.3.1","Mild Steel Bars",{"$nulls":3},0]
["7.3.1.2",null,{"v":10,"d":"R10"},"t",{"v":0.1,"d":"0.10"},null,0]
["7.3.2","8.3.1","High Tensile Steel",{"$nulls":3},0]
["7.3.2.2",null,"Y 10","t",{"v":0.3,"d":"0.30"},null,0]
["7.3.2.3",null,"Y 12","t",0.35,null,0]
["7.3.2.4",null,"Y 16","t",{"v":0.8,"d":"0.80"},null,0]
["7.3.2.5",null,"Y 20","t",{"v":2.5,"d":"2.50"},null,0]
["7.3.2.6",null,"Y 25","t",{"v":0.8,"d":"0.80"},null,0]
[7.4,null,"CONCRETE",{"$nulls":3},0]
["7.4.2","8.4.2","Blinding Layer in Concrete",{"$nulls":3},0]
["7.4.2.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"$f":"ROUNDUP(1.2*24.3,0)","v":{"v":30,"d":"30.00"}},null,0]
["7.4.3","8.4.3","Structural Concrete 30 MPa",{"$nulls":3},0]
["7.4.3.1",null,"Floor","m3",{"$f":"ROUNDUP(1.2*4.86,0)","v":{"v":6,"d":"6.00"}},null,0]
["7.4.3.2",null,"Walls","m3",{"$f":"ROUNDUP(1.2*21,0)","v":{"v":26,"d":"26.00"}},null,0]
["7.4.4","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["7.4.4.2",null,"b) Steel-floated finish to deg accuracy II - Floor & Top of Wall","m2",{"$f":"ROUNDUP(1.2*(20.11+6.465),0)","v":{"v":32,"d":"32.00"}},null,0]
[7.5,8.5,"JOINTS",{"$nulls":3},0]
["7.5.1",null,"300mm wide Sikadur combiflex system by Sika (Alternative approved products may also be used)","m",{"v":32,"d":"32.00"},null,0]
["7.5.2",null,"Bond breaker 2 coats white PVA paint","m",{"v":32,"d":"32.00"},null,0]
["7.5.3",null,"10mm x 10mm Polysulfide joint sealant with primer complete with 10 x 10 form","m",{"$f":"ROUND(1.2*(3.25*2+5*4),0)","v":{"v":32,"d":"32.00"}},null,0]
["7.5.4",null,"230mm rearguard centre bulb PVC waterstop by Jayco (Alternative approved products may also be used)","m",{"$f":"ROUND(1.2*(3.25*2+5*4),0)","v":{"v":32,"d":"32.00"}},null,0]
[7.7,null,"GROUTING",{"$nulls":3},0]
["7.7.1","8.7","a) Under bases (or beds) - SLUICE GATE","m3",{"v":1,"d":"1.00"},null,0]
[7.8,"SABS 1200 G","HD BOTLS AND MISCELLANEOUS METAL WORK",{"$nulls":3},0]
["7.8.1",8.8,"Supply wall mounted fulton sluice gate (or similar)","Prov Sum",{"v":4,"d":"4.00"},{"v":7500,"d":"7,500.00"},{"v":30000,"d":"30,000.00"}]
[7.9,null,"RENOVATIONS & MAINTENANCE",{"$nulls":3},0]
["7.9.1",null,"LIGHTS & ELECTRICAL FITTINGS",{"$nulls":3},0]
["7.9.1.1",null,"Repair electrical work & Ligthing","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
["7.9.2.1",null,"BRICKWORK",{"$nulls":3},0]
["7.9.2.1.1",null,"Patch","m2",{"v":50,"d":"50.00"},null,0]
["7.9.2.1.2",null,"Plaster","m2",{"v":50,"d":"50.00"},null,0]
["7.9.2.2",null,"WALLS",{"$nulls":3},0]
["7.9.2.2.1",null,"Patch","m2",{"v":50,"d":"50.00"},null,0]
["7.9.2.2.2",null,"Paint","m2",{"v":50,"d":"50.00"},null,0]
["7.9.3",null,"FLOORS",{"$nulls":3},0]
["7.9.3.1",null,"Repair with Self Levelling Screed","m2",{"v":100,"d":"100.00"},null,0]
["7.9.3.2",null,"Paint","m2",{"v":100,"d":"100.00"},null,0]
["7.9.4",null,"DOORS",{"$nulls":3},0]
["7.9.4.1",null,"Replace Doors ","Prov Sum",{"v":1,"d":"1.00"},{"v":20000,"d":"20,000.00"},{"v":20000,"d":"20,000.00"}]
["7.9.4.2",null,"Replace Doors Handles","Prov Sum",{"v":1,"d":"1.00"},{"v":2000,"d":"2,000.00"},{"v":2000,"d":"2,000.00"}]
["7.9.4.3",null,"Replace Doors Hinges","Prov Sum",{"v":1,"d":"1.00"},{"v":1000,"d":"1,000.00"},{"$f":"E407*F407","v":{"v":1000,"d":"1,000.00"}}]
[null,null,"Paint Doors & Door Frames","Prov Sum",{"v":1,"d":"1.00"},{"v":2000,"d":"2,000.00"},{"v":2000,"d":"2,000.00"}]
["7.9.5",null,"WINDOWS",{"$nulls":3},0]
["7.9.5.1",null,"Replace Glazing - 6.38mm Low E Safety Glass","m2",{"v":150,"d":"150.00"},null,0]
["7.9.5.2",null,"Paint Window Frames","No",{"v":10,"d":"10.00"},null,0]
["7.9.5.3",null,"Repair Hinges","No",{"v":12,"d":"12.00"},null,0]
["7.9.6",null,"HANDRAILING",{"$nulls":3},0]
["7.9.6.1",null,"Handrail assembly complete, including all rails, stanchions, bends, end closures, bolts, nuts, washers etc (grade 304 stainless steel industrial type)","m",{"v":1,"d":"1.00"},null,0]
["7.9.7",null,"Clean Pump Station","Sum",{"v":1,"d":"1.00"},null,0]
["7.9.8",null,"PLINTHS FOR NEW PUMPS",{"$nulls":3},0]
["7.9.8.1",null,"Repair to Engineer's Satisfaction","Prov Sum",{"v":1,"d":"1.00"},{"v":100000,"d":"100,000.00"},{"v":100000,"d":"100,000.00"}]
["TOTAL SECTION 7"]
[8,null,"SECTION 8: STRUCTURAL & CIVIL MODIFICATIONS TO EXISTING WWTW"]
[8.1,null,"EXISTING ANAEROBIC POND DRAW OFF MANHOLES"]
["8.1.1",null,"Concrete modification /  repair work to existing control box (concrete 30MPa/20mm)","m3",{"v":10,"d":"10.00"},null,{"$f":"E421*F421","v":0}]
["8.1.2",null,"Clean existing sludge draw off manholes and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,{"$f":"E422*F422","v":0}]
[8.2,null,"EXISTING TRICKLING FILTER",{"$nulls":3},0]
["8.2.1",null,"Concrete modification /  repair work to existing trickling filter, concrete channels etc (concrete 30MPa/20mm)","m3",{"v":10,"d":"10.00"},null,0]
["8.2.2",null,"Clean existing trickling filter and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,0]
["8.3","SABS 1200HA","HANDRAILING FOR PLANT",{"$nulls":3},0]
["8.3.1","8.3.2","Remove existing Handrailing and install new standard ball industrial type stainless steel Grade 304 complete including all post supports, bolts, nuts, bends etc","m",{"v":150,"d":"150.00"},null,0]
["8.4","PSW 15","PAINTING",{"$nulls":3},0]
["8.4.1","PSW 15.1.15","Supply all materials and apply strictly to manufacturers specification one coat universal undercoat and two coats enamel finish to : (colour to be advised)","m2",{"v":300,"d":"300.00"},null,0]
["8.5","PSW 15","FLOORS",{"$nulls":3},0]
["8.5.1",null,"Prepare and paint to the manufacturers specification all floor surfaces with an approved epoxy-based floor paint in two layers (red)","m2",{"v":350,"d":"350.00"},null,0]
["8.6","PSW 5","BRICKWORK MAINTENANCE",{"$nulls":3},0]
["8.6.1",null,"For supply of material - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000(Incl VAT) / 1000 bricks)","m2",{"v":250,"d":"250.00"},null,0]
["8.6.2",null,"Labour only - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000 (Incl VAT) / 1000 bricks)","m2",{"v":250,"d":"250.00"},null,0]
["8.6.3",null,"Patch","m2",{"v":150,"d":"150.00"},null,0]
["8.6.4",null,"Plaster","m2",{"v":150,"d":"150.00"},null,0]
["8.7",null,"EXISTING CLARIFIER - MODIFY TO SECONDARY CLARIFIER",{"$nulls":3},0]
["8.7.1",null,"Concrete modification /  repair work to existing clarifier (concrete 30MPa/20mm)","m3",{"v":10,"d":"10.00"},null,0]
["8.7.2",null,"Clean existing clarifier and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,0]
["8.8",null,"FERICK DOSING",{"$nulls":3},0]
["8.8.1",null,"Concrete modification /  repair work to existing ferick dosing (concrete 25MPa/20mm)","m3",{"v":10,"d":"10.00"},null,0]
["8.8.2",null,"Clean existing ferick dosing and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,0]
["8.9",null,"CHLORINE DOSING",{"$nulls":3},0]
["8.9.1",null,"Concrete modification /  repair work to existing chlorine dosing (concrete 25MPa/20mm)","m3",{"v":10,"d":"10.00"},null,0]
["8.9.2",null,"Clean existing chlorine dosing and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,0]
["8.10",null,"CHLORINE CONTACT TANK ",{"$nulls":3},0]
["8.10.1",null,"Concrete modification /  repair work to existing chlorine contact tank (concrete 25MPa/20mm)","m3",{"v":20,"d":"20.00"},null,0]
[7.2,"SANS 1200 G","FORMWORK",{"$nulls":3},0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates "]
["7.2.4","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["7.2.4.1",null,"Walls","m2",{"v":150,"d":"150.00"},null,0]
["7.2.10","8.2.6","Box Out Holes/Form Voids",{"$nulls":3},0]
["7.2.10.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",{"v":1,"d":"1.00"},null,0]
["7.2.10.3",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",{"v":1,"d":"1.00"},null,0]
[7.3,null,"REINFORCEMENT",{"$nulls":3},0]
["7.3.1","8.3.1","Mild Steel Bars",{"$nulls":3},0]
["7.3.1.2",null,{"v":10,"d":"R10"},"t",{"v":0.5,"d":"0.50"},null,0]
["7.3.2","8.3.1","High Tensile Steel",{"$nulls":3},0]
["7.3.2.2",null,"Y 10","t",{"v":1.5,"d":"1.50"},null,0]
["7.3.2.3",null,"Y 12","t",{"v":1.5,"d":"1.50"},null,0]
["8.10.2",null,"Clean existing chlorine contact tank and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,0]
["TOTAL SECTION 8"]
[9,null,"SECTION 9: SITE WORKS & FENCING"]
[9.1,null,"FENCING"]
["9.1.1",null,"Clearing the fence line, 2 m wide strip","m",{"v":1450,"d":"1450.00"},null,{"$f":"E465*F465","v":0}]
["9.1.2",null,"New access gates",{"$nulls":3},{"$f":"E466*F466","v":0}]
["9.1.2.1",null,"Fabricate and install new security gate 4,05m x 2,05m (vehicles) - Clear view visibility security gate complete including excavation, labour and all materials required. Anti cut robust wire and welded joints, anti climb gate.","No",{"v":1,"d":"1.00"},null,{"$f":"E467*F467","v":0}]
["9.1.2.2",null,"Fabricate and install new security gate 1m x 2,05m (pedestrians) - - Clear view visibility security gate complete including excavation, labour and all materials required. Anti cut robust wire and welded joints, anti climb gate.","No",{"v":1,"d":"1.00"},null,{"$f":"E468*F468","v":0}]
["9.1.3",null,"Clear view visibility security fence complete including excavation, labour and all materials required. Anti cut robust wire and welded joints, anti climb fence (Betafence 358 singleskin, Clear Vu or similar approved supplier)","m",{"v":1450,"d":"1450.00"},null,{"$f":"E469*F469","v":0}]
["9,2",null,"MATURATING PONDS"]
["9,2,1",null,"Desludge & clear stormwater debris from Maturating pond","Prov Sum",{"v":1,"d":"1.00"},{"v":750000,"d":"750,000.00"},{"$f":"E471*F471","v":{"v":750000,"d":"750,000.00"}}]
["TOTAL SECTION 9",{"$nulls":5},{"$f":"SUM(G463:G469)","v":0}]
[10,null,"SECTION 10: MECHANICAL WORKS WWTW"]
[null,null,"BALANCING TANK AND REACTOR EQUIPMENT"]
[10.1,null,"BALANCING TANK"]
["10.1.1",null,"Design and submission of detailed drawings for the equipment below for balancing tank","sum",{"v":1,"d":"1.00"},null,{"$f":"E476*F476","v":0}]
["10.1.2",null,"Floating low speed aerators 30kW installed inside the varable level balancing dams. The wetted parts shall be manufactured from stainless steel. The aerator shall be supplied with stops on its floats and a control system that will stop the aerator when the floats touch the bottom. The field MCC for the aerators, trailing cable and control system shall all be included. The electrical contractor shall bring a supply cable to this field MCC. ","No",{"v":2,"d":"2.00"},null,{"$f":"E477*F477","v":0}]
["10.1.3",null,"Mooring ropes, anchor blocks, trailing cable, floats and bottom legs all as specified. Mooring ropes guaranteed for 5 years.","sum",{"v":1,"d":"1.00"},null,0]
[10.2,null,"REACTOR",{"$nulls":3},0]
["10.2.1",null,"Design and submisison of detailed drawings for the equipment below for balancing tank","sum",{"v":1,"d":"1.00"},null,0]
["10.2.2",null,"Vertical shaft non-clogging 11kW Anaerobic  reactor mixers. All wetted parts 316  stainless steel. Shaft length approx 4200mm. Water dpeth of reactor 4800mm. Contractor to confim on site and submit drawings for approval.","No",{"v":3,"d":"3.00"},null,0]
["10.2.3",null,"Vertical shaft non-clogging 11kW Anoxic  reactor mixers. All wetted parts 316 stainless steel. Shaft length approx 4200. Contractor to confim on site and submit drawings for approval.","No",{"v":3,"d":"3.00"},null,0]
["10.2.4",null,"Aerated reactor low speed fixed aerators 75kW, Maximum speed 56RPM. Hansen Gerboxes or equivalent/better. Only 316 stainless steel impellers acceptable. Water depth 4500mm. Distance from top of slab to water is 1500mm. Fitted with motors able to run on variable speeed drives. Speed will be controlled with VSD with the DO control system. ","No",{"v":4,"d":"4.00"},null,0]
["10.2.5",null,"Aerated reactor low speed fixed aerators 55kW, Maximum speed 56RPM. Hansen gearboxes or equivalent. Only 316 stainless steel impellers acceptable. Water depth 4500mm. Distance from top of slab to water is 1500mm. Fitted with motors able to run on variable speeed drives.","No",{"v":2,"d":"2.00"},null,0]
["10.2.6",null,"Axial flow pumps. Two duty and one standby. Prices shall include 316 SS draft tube of 500mm long, to be issued to civil contractor for casting into concrete opening. Supplier to specify opening.","No",{"v":3,"d":"3.00"},null,0]
["10.2.7",null,"Adjustable downward opening weirs for flow adjustment, 316 Stainless steel construction, 800mmx800mm wide, to effect variable level of 400mm, complete with extended spindle and handwheel, all 316 SS","No",{"v":3,"d":"3.00"},null,0]
["10.2.8",null,"Axial flow pumps flap type non-return valves 316 Stainless steel with counter weight to cover opening in concrete wall of 800x800mm, 316 Stainless steel","No",{"v":3,"d":"3.00"},null,0]
["10.2.9",null,"Downward opening weir for old system by-pass: 1500 mm wide x 400mm travel, gate height 600mm incl spindle, 1.5m shaft and pedestal, platform mount, incl handwheel","No",{"v":1,"d":"1.00"},null,0]
["10.2.10",null,"Of-seating stainless steel sluice gate for drain, incl 5m extension, pedestal and handwheel, to be mounted in division boxes and other outlets to engineers instructions. All materials 316 SS, to fit opening in concrete wall 400x400. Price to include for non-shrink grout and fasteners. Platform mount.","No",{"v":8,"d":"8.00"},null,0]
["10.2.11",null,"On-seating stainless steel sluice gates in positions to be indicated, incl 3m extension, pedestal and handwheel ,  to be mounted in division boxes and other outlets to engineers instructions. All materials 316 SS, to fit opening in concrete wall 350 200 wide x 350 high. Price to include for non-shrink grout and fasteners. Wall mount","No",{"v":6,"d":"6.00"},null,0]
["10.2.12",null,"V-notch weir SS316: 6mm plate 1600wide x 600 high incl 316 anchors to bolt to wall.","No",{"v":1,"d":"1.00"},null,0]
["10.2.13",null,"Install all items above for balancing tank and reactor","sum",{"v":1,"d":"1.00"},null,0]
["10.2.14",null,"Commission reactor and balancing tank equipment in separate visit","sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Supply of A-frame lifting devices to service equipment with 3m lifting height, 2m wide, 2 to lifting capacity, lockable wheels. Epoxy coated.","No",{"v":2,"d":"2.00"},null,0]
[10.3,null,"PUMPS, VALVES AND PIPING"]
[null,null,"Pipes: All pipes shall be manufactured to ASME IX or API specifications. The minimum wall thickness of all steel pipe shall be to SANS 719 and SANS62. 10% of piping shall be X-rayed and the Engineer shall, upon receiving the test results, determine if more X-rays are required. Flanges shall be 1600/3 unless indicated otherwise. Before manufaturing QCP's shall be submitted and approved by engineer. All puddle pipes shall be stainless steel 316 and painted. All stainless steel / steel connections shall be galvanically isolated with isolation kits from \"Novus Gaskets\". Steel pipes shall be sandblasted to SA2.5 as minimum and coated with epoxy inside and outside to minumum DFT of 300 microns. Full records shall be kept of the following: blasting profile, surface salt content, humidity and temp during paint application and final DFT of paint layers. External inspections on 3 hold points during manufacturing. Pipes exposed to sunlight shall have additional coating of UV resistant enamel/poly-urethane.  Piping shall be properly marked and transported on suitable support systems to prevent damage durng transport and off-loading. Fasteners: Only hot-dip galvanized fsateners hall be used, with washers on both sides. All joints underground shall be suitably isolated from the soil. Where stainless steel is involved, only stainless steel fasteners shall be used."]
["10.3.1",null,"MAIN FEED PUMPS",{"$nulls":3},0]
["10.3.1.1",null,"Design and drawings for Engineer's approval","Sum",{"v":1,"d":"1.00"},null,0]
["10.3.1.2",null,"Reactor main feed pumps, installed in main feed pump station next to balancing tanks: Self priming Gorman-Rupp sewage pumps with variable speed drives, all mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 100 - 320m3/h at total static head of 8m. Dynamic losses at peak flow is 0.7m. Include pressure gauges 100mm s/steel, with chemi-seals.","No",{"v":2,"d":"2.00"},null,0]
["10.3.1.3",null,"Suction piping from balancing dam, including all supports and brackets in 304 stainless steel. The pipe length allowed for each pump shall be 8m. At the bottom of the suction a suitably sized bell-mouth shall be installed. The maximum suction velocity shall be < 1.5 m/sec.","No",{"v":2,"d":"2.00"},null,0]
["10.3.1.4",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["10.3.1.4.1",null,"Concentric reducer 200/250NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["10.3.1.4.2",null,"RSV Gate valve, PN10, 250NB","No",{"v":8,"d":"8.00"},null,0]
["10.3.1.4.3",null,"Ball type Non-return valve, PN10, 250NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.1.4.4",null,"Distance piece, 250mm flanged, 6m long","No",{"v":2,"d":"2.00"},null,0]
["10.3.1.4.5",null,"Special 45 deg elbow, 250NB, flanged:","No",{"v":4,"d":"4.00"},null,0]
["10.3.1.4.6",null,"Distance piece, flanged, 3200mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.1.4.7",null,"Special 45 deg  T each leg 500mm from flange to centre of T","No",{"v":4,"d":"4.00"},null,0]
["10.3.1.4.8",null,"Distance piece, flanged, 4600mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.1.4.9",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.1.4.10",null,"Flange adaptor 250mm to connecto to 255OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["10.3.1.4.11",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's aproval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["10.3.1.4.12",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","sum",{"v":1,"d":"1.00"},null,0]
["10.3.1.4.13",null,"Commissioning of this pump station in separate visit","sum",{"v":1,"d":"1.00"},null,0]
["10.3.2",null,"RAS PUMPS SITUATED IN PLANT MAIN PUMP STATION",{"$nulls":3},0]
["10.3.2.1",null,"Design and drawings for Engineer's approval","sum",{"v":1,"d":"1.00"},null,0]
["10.3.2.2",null,"RAS pumps, installed in main feed pump station next to balancing tanks: Self priming Gorman-Rupp sewage pumps with variable speed drives, all mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 150 - 320m3/h at total static head of 15m. Dynamic losses at peak flow is 1.0m. Including all presure gauges and chemi-seals","No",{"v":2,"d":"2.00"},null,0]
["10.3.2.3",null,"Suction piping from the sump to the pumps, separate suction line for each pump. All piping galvanized and coated with epoxy inside to 300microns, as follows:",{"$nulls":3},0]
["10.3.2.4",null,"Bell-mouth (500 OD to fit pipe 300NB, flanged, 800mm long","No",{"v":2,"d":"2.00"},null,0]
["10.3.2.5",null,"Distance piece 300NB, flanged, 4000mm long","No",{"v":4,"d":"4.00"},null,0]
["10.3.2.6",null,"Elbow LR 90 deg, flanged","No",{"v":2,"d":"2.00"},null,0]
["10.3.2.7",null,"Distance piece 300NB, flanged, with puddle flange 1m from one side, 150mm","No",{"v":2,"d":"2.00"},null,0]
["10.3.2.8",null,"Eccentric reducer 300/200, rolled, 1m long, flanged","No",{"v":2,"d":"2.00"},null,0]
["10.3.2.9",null,"Supports and anchor blocks for suction pipes, incl grouting","No",{"v":4,"d":"4.00"},null,0]
["10.3.2.10",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["10.3.2.10.1",null,"Concentric reducer 200/250NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["10.3.2.10.2",null,"RSV Gate valve, PN10, 250NB","No",{"v":8,"d":"8.00"},null,0]
["10.3.2.10.3",null,"Ball type Non-return valve, PN10, 250NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.2.10.4",null,"Distance piece, 250mm","No",{"v":2,"d":"2.00"},null,0]
["10.3.2.10.5",null,"Special 45 deg elbow, flanged:","No",{"v":4,"d":"4.00"},null,0]
["10.3.2.10.6",null,"Distance piece, flanged, 3200mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.2.10.7",null,"Special 45 deg  T each leg 500mm from flange to centre of T","No",{"v":4,"d":"4.00"},null,0]
["10.3.2.10.8",null,"Distance piece, flanged, 4600mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.2.10.9",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.2.10.10",null,"Flange adaptor 250mm to connecto to 255OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["10.3.2.10.11",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's aproval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["10.3.2.10.12",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","No",{"v":1,"d":"1.00"},null,0]
["10.3.2.10.13",null,"Commissioning of this pump station in separate visit",{"$nulls":3},0]
["10.3.3",null,"WAS PUMPS",{"$nulls":3},0]
["10.3.3.1",null,"Design and drawings for Engineer's approval","sum",{"v":1,"d":"1.00"},null,0]
["10.3.3.2",null,"WAS pumps, installed in main feed pump station. Self priming Gorman-Rupp sewage pumps with 7.5kW variable speed drives, all mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 60m3/h at total static head of 15m. Dynamic losses at peak flow is 1.0m. Including all presure gauges and chemi-seals. Liquid pumped: soft biological sludge maximum 2.5% solids. Max solid size 45mm","No",{"v":2,"d":"2.00"},null,{"$f":"E541*F541","v":0}]
["10.3.3.3",null,"Suction piping from the sump to the pumps, separate suction line for each pump. All PN10. All piping galvanized and coated with epoxy inside to 300microns, as follows:","No",{"v":2,"d":"2.00"},null,0]
["10.3.3.4",null,"Bell-mouth ( 800mm long, 150NB)","No",{"v":2,"d":"2.00"},null,0]
["10.3.3.5",null,"Distance piece 150NB, flanged, 4000mm long","No",{"v":4,"d":"4.00"},null,0]
["10.3.3.6",null,"Elbow LR 90 deg, flanged, 150NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.3.7",null,"Distance piece 150NB, flanged, with puddle flange 1m from one side, 150mm","No",{"v":2,"d":"2.00"},null,0]
["10.3.3.8",null,"Eccentric reducer 150/100, rolled, 500mm long, flanged","No",{"v":2,"d":"2.00"},null,0]
["10.3.3.9",null,"Supports and anchor blocks for suction pipes, incl grouting in walls","No",{"v":4,"d":"4.00"},null,0]
["10.3.3.10",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["10.3.3.10.1",null,"Concentric reducer 100/150NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["10.3.3.10.2",null,"RSV Gate valve, PN10, 150NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.3.10.3",null,"Ball type Non-return valve, PN10, 150NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.3.10.4",null,"Distance piece, 500mm long flanged. 150NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.3.10.5",null,"Special 45 deg elbow, flanged 150NB:","No",{"v":4,"d":"4.00"},null,0]
["10.3.3.10.6",null,"Distance piece, flanged, 3100mm, 150NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.3.10.7",null,"Special 45 deg  T each leg 500mm from flange to centre of T, 150NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.3.10.8",null,"Distance piece, flanged, 4600mm, 150NB","No",{"v":3,"d":"3.00"},null,0]
["10.3.3.10.9",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.3.10.10",null,"Flange adaptor 150mm to connecto to 160 OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["10.3.3.10.11",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's aproval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["10.3.3.10.12",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","set",{"v":1,"d":"1.00"},null,0]
["10.3.3.10.13",null,"Commissioning of this pump station in separate visit","sum",{"v":1,"d":"1.00"},null,0]
["10.3.4",null,"SCUM PUMPS",{"$nulls":3},0]
["10.3.4.1",null,"Design and drawings for Engineer's approval","sum",{"v":1,"d":"1.00"},null,0]
["10.3.4.2",null,"Scum pumps, installed in scum sump, between the two clarifiers. Flgyt submersible pumps, duty and standby,  with duckfoot arrangement, able to pump minimum solid size of 40mm. Liquid shall be scum and floatables from the SST's. Pumps shall have dry run and seal leak protection.  Duty of each pump: 15m3/h at total static head of 15m. Dynamic losses at peak flow is 1.5m. Including all presure gauges and chemi-seals. Liquid pumped: soft biological sludge maximum 2.5% solids. Max solid size 40mm. The pumps operate on level control.","No",{"v":2,"d":"2.00"},null,0]
["10.3.4.3",null,"Distance piece 100NB, flanged, 4000mm long","No",{"v":2,"d":"2.00"},null,0]
["10.3.4.4",null,"Elbow LR 90 deg, flanged, 100NB","No",{"v":9,"d":"9.00"},null,0]
["10.3.4.5",null,"Distance piece 100NB, flanged, with puddle flange in centre, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["10.3.4.6",null,"Supports and anchor blocks pipes, incl grouting in walls","sum",{"v":1,"d":"1.00"},null,0]
["10.3.4.7",null,"Concentric reducer 65/100, flanged both sides","No",{"v":2,"d":"2.00"},null,0]
["10.3.4.8",null,"RSV Gate valve, PN10, 100NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.4.9",null,"Ball type Non-return valve, PN10, 100NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.4.10",null,"Distance piece, 500mm long. 100NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.4.11",null,"Special 45 deg elbow, flanged 100NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.4.12",null,"Distance piece, flanged, 3100mm, 100NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.4.13",null,"T each leg 500mm from flange to centre of T, 100NB","No",{"v":1,"d":"1.00"},null,0]
["10.3.4.14",null,"Distance piece, flanged, 4600mm, 100NB","No",{"v":1,"d":"1.00"},null,0]
["10.3.4.15",null,"Flange adaptor 100mm to connecto to 110 OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["10.3.4.16",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's aproval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["10.3.4.17",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","set",{"v":1,"d":"1.00"},null,0]
["10.3.4.18",null,"Commissioning of this pump station in separate visit","sum",{"v":1,"d":"1.00"},null,0]
["10.3.5",null,"TRICKLING FILTER RECYCLE PUMPS",{"$nulls":3},0]
["10.3.5.1",null,"Design and drawings for Engineer's approval","sum",{"v":1,"d":"1.00"},null,0]
["10.3.5.2",null,"TF Recycle pumps, installed in main feed pump station. Self priming Gorman-Rupp sewage pumps with variable speed drives, all mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 250m3/h at total static head of 18m. Dynamic losses at peak flow is 1.0m. Including all presure gauges and chemi-seals. Liquid pumped: soft biological sludge maximum 2.5% solids. Max solid size 45mm","No",{"v":2,"d":"2.00"},null,0]
["10.3.5.3",null,"Suction piping from the sump to the pumps, separate suction line for each pump. All piping galvanized and coated with epoxy inside to 300microns, as follows:",{"$nulls":3},0]
["10.3.5.4",null,"Bell-mouth (500 OD to fit pipe 300NB, flanged, 800mm long","No",{"v":2,"d":"2.00"},null,0]
["10.3.5.5",null,"Distance piece 300NB, flanged, 4000mm long","No",{"v":4,"d":"4.00"},null,0]
["10.3.5.6",null,"Elbow LR 90 deg, flanged","No",{"v":2,"d":"2.00"},null,0]
["10.3.5.7",null,"Distance piece 300NB, flanged, with puddle flange 1m from one side, 150mm","No",{"v":2,"d":"2.00"},null,0]
["10.3.5.8",null,"Eccentric reducer 300/200, rolled, 1m long, flanged","No",{"v":2,"d":"2.00"},null,0]
["10.3.5.9",null,"Supports and anchor blocks for suction pipes, incl grouting","sum",{"v":1,"d":"1.00"},null,0]
["10.3.5.10",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["10.3.5.10.1",null,"Concentric reducer 200/250NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["10.3.5.10.2",null,"RSV Gate valve, PN10, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.5.10.3",null,"Ball type Non-return valve, PN10, 250NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.5.10.4",null,"Distance piece, 250mm 1000mm long, flanged","No",{"v":2,"d":"2.00"},null,0]
["10.3.5.10.5",null,"Special 45 deg elbow, flanged:","No",{"v":4,"d":"4.00"},null,0]
["10.3.5.10.6",null,"Distance piece, flanged, 3200mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.5.10.7",null,"Special 45 deg  T each leg 500mm from flange to centre of T","No",{"v":4,"d":"4.00"},null,0]
["10.3.5.10.8",null,"Distance piece, flanged, 4600mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.5.10.9",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":5,"d":"5.00"},null,0]
["10.3.5.10.10",null,"Flange adaptor 250mm to connecto to 255OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["10.3.5.10.11",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's aproval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["10.3.5.10.12",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ",{"$nulls":3},0]
["10.3.5.10.13",null,"Commissioning of this pump station in separate visit",{"$nulls":3},{"$f":"E605*F605","v":0}]
["10.3.6",null,"ANOXIC BASIN RETURN PUMPS",{"$nulls":3},0]
["10.3.6.1",null,"Design and drawings for Engineer's approval","sum",{"v":1,"d":"1.00"},null,0]
["10.3.6.2",null,"Anoxic return pumps, installed in main feed pump station. Self priming Gorman-Rupp sewage pumps with variable speed drives, all mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 120m3/h at total static head of 18m. Dynamic losses at peak flow is 1.0m. Including all presure gauges and chemi-seals. Liquid pumped: soft biological sludge maximum 2.5% solids. Max solid size 45mm","No",{"v":2,"d":"2.00"},null,0]
["10.3.6.3",null,"Suction piping from the sump to the pumps, separate suction line for each pump. All PN10. All piping galvanized and coated with epoxy inside to 300microns, as follows:","No",{"v":2,"d":"2.00"},null,0]
["10.3.6.4",null,"Bell-mouth ( 800mm long, 200NB)","No",{"v":2,"d":"2.00"},null,0]
["10.3.6.5",null,"Distance piece 200NB, flanged, 4000mm long","No",{"v":4,"d":"4.00"},null,0]
["10.3.6.6",null,"Elbow LR 90 deg, flanged, 200NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.6.7",null,"Distance piece 200NB, flanged, with puddle flange 1m from one side, 2m long","No",{"v":2,"d":"2.00"},null,0]
["10.3.6.8",null,"Eccentric reducer 150/200, rolled, 500mm long, flanged","No",{"v":2,"d":"2.00"},null,0]
["10.3.6.9",null,"Supports and anchor blocks for suction pipes, incl grouting in walls",{"$nulls":3},0]
["10.3.6.10",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["10.3.6.10.1",null,"Concentric reducer 100/150NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["10.3.6.10.2",null,"RSV Gate valve, PN10, 150NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.6.10.3",null,"Ball type Non-return valve, PN10, 150NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.6.10.4",null,"Distance piece, 500mm long. 150NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.6.10.5",null,"Special 45 deg elbow, flanged 150NB:","No",{"v":4,"d":"4.00"},null,0]
["10.3.6.10.6",null,"Distance piece, flanged, 3100mm, 150NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.6.10.7",null,"Special 45 deg  T each leg 500mm from flange to centre of T, 150NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.6.10.8",null,"Distance piece, flanged, 4600mm, 150NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.6.10.9",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.6.10.10",null,"Flange adaptor 150mm to connecto to 160 OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["10.3.6.10.11",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's aproval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["10.3.6.10.12",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","set",{"v":1,"d":"1.00"},null,0]
["10.3.6.10.13",null,"Commissioning of this pump station in separate visit","sum",{"v":1,"d":"1.00"},null,0]
["10.3.7",null,"MAIN PUMP STATION DRAINAGE PUMPS",{"$nulls":3},0]
["10.3.7.1",null,"Design and drawings for the proposed drainage pump installation","sum",{"v":1,"d":"1.00"},null,0]
["10.3.7.2",null,"Two Submersible stainless steel pumps in duty and standby configuration with open, tapered, non clogging impeller, duty 20 m3/h at 15m. Price shall include a reliable level control unit that shall stop and start the pumps.","sum",{"v":1,"d":"1.00"},null,0]
["10.3.7.3",null,"80mm outlet stainless steel 304 piping, total length 18m with flanges, 4x 90 deg elbows, non-return valves and isolation RSV gate valves, fully installed with all necessary brackets.","sum",{"v":1,"d":"1.00"},null,0]
["10.3.8",null,"IRRIGATION PUMPS",{"$nulls":3},0]
["10.3.8.1",null,"Design and drawings for Engineer's approval","sum",{"v":1,"d":"1.00"},null,0]
["10.3.8.2",null,"End suction irrigation pumps, installed in irrigation pump station, replacing existing pumps.  All mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 250m3/h at total head of 35m. Including all presure gauges and chemi-seals. Liquid pumped: Clarified and chlorinated dam water. ","No",{"v":2,"d":"2.00"},null,0]
["10.3.8.3",null,"Suction piping from the sump to the pumps, separate suction line for each pump. All PN10. All piping galvanized and coated with epoxy inside to 300microns, as follows:","No",{"v":2,"d":"2.00"},null,0]
["10.3.8.3.1",null,"Bell-mouth (500 OD to fit pipe 300NB, flanged, 800mm long","No",{"v":2,"d":"2.00"},null,0]
["10.3.8.3.2",null,"Distance piece 300NB, flanged, 4000mm long","No",{"v":4,"d":"4.00"},null,0]
["10.3.8.3.3",null,"Elbow LR 90 deg, flanged","No",{"v":2,"d":"2.00"},null,0]
["10.3.8.3.4",null,"Distance piece 300NB, flanged, with puddle flange 1m from one side, 150mm","No",{"v":2,"d":"2.00"},null,0]
["10.3.8.3.5",null,"Eccentric reducer 300/200, rolled, 1m long, flanged","No",{"v":2,"d":"2.00"},null,0]
["10.3.8.3.6",null,"Supports and anchor blocks for suction pipes, incl grouting","sum",{"v":1,"d":"1.00"},null,0]
["10.3.8.3.7",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["10.3.8.3.8",null,"Concentric reducer 200/250NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["10.3.8.3.9",null,"RSV Gate valve, PN10, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.8.3.10",null,"Ball type Non-return valve, PN10, 250NB","No",{"v":2,"d":"2.00"},null,0]
["10.3.8.3.11",null,"Distance piece, 250mm 1000mm long, flanged","No",{"v":2,"d":"2.00"},null,0]
["10.3.8.3.12",null,"Special 45 deg elbow, flanged:","No",{"v":4,"d":"4.00"},null,0]
["10.3.8.3.13",null,"Distance piece, flanged, 3200mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.8.3.14",null,"Special 45 deg  T each leg 500mm from flange to centre of T","No",{"v":4,"d":"4.00"},null,0]
["10.3.8.3.15",null,"Distance piece, flanged, 4600mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["10.3.8.3.16",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":5,"d":"5.00"},null,0]
["10.3.8.3.17",null,"Flange adaptor 250mm to connecto to 255OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["10.3.8.3.18",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's aproval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["10.3.8.3.19",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","sum",{"v":1,"d":"1.00"},null,0]
["10.3.8.3.20",null,"Commissioning of this pump station in separate visit",{"$nulls":3},0]
[10.4,null,"CLARIFIERS",{"$nulls":3},0]
["10.4.1",null,"Design and drawings of contractor's equipment","sum",{"v":1,"d":"1.00"},null,0]
["10.4.2",null,"Supply and deliver all equipment for Peripheral driven clarifier bridge for a 15m dia clarifier (inside weir to weir) including all parts necessary for a fully operational unit. All steelwork above water shall be galvanized and coated with high spec re-coatable enamel, all under water parts shall be 316 SS.","No",{"v":2,"d":"2.00"},null,0]
["10.4.3",null,"Peripheral driven clarifier bridge for a 15m dia clarifier (inside weir to weir) including all parts necessary for a fully operational unit. All steelwork above water shall be galvanized and coated with high spec re-coatable enamel, incl E-stop and electrical equipment, access ladder 1200mm. A 25mm s/steel conduit shall be mounted with E-stop at bridge entrance, connected to a central electrical connection system for the feed cable. The contractor shall indicate on his dwg the detail for the sleeve of the incoming cable","sets",{"v":2,"d":"2.00"},null,0]
["10.4.4",null,"Peripheral drive system including end carriage, drive wheel (motor and speed reducer) and support wheels. Wheels shall be cast iron frame, with high density poly-urethane rubber minimum 20mm thick and minimum 100mm wide. Bearings shall be sealed and guaranteed for 5000 hours between service intervals. A torque limit and wheel slip protection device shall be incorporated and fully described in tender submission. ","sets",{"v":2,"d":"2.00"},null,0]
["10.4.5",null,"Stilling well assembly in 316 Stainless steel, 4m dia x 2m deep, complete with brackets for support from centre column, incl energy dissipating zone. Minimum plate thickness 4mm. Structure shall be sturdy without any deflection when in position","sets",{"v":2,"d":"2.00"},null,0]
["10.4.6",null,"316 Stainless steel centre support pipe, 3m long, 450mm dia, 10mm wall thickness and flanged with 300mm long gussets both sides, able to carry the rotating bridge and withstand all forces induced with sludge contration as high 4%, even after starting up from extended standing periods","sets",{"v":2,"d":"2.00"},null,0]
["10.4.7",null,"Adjustable scraper hanger system in 316 SS, minimum hanger pipe size 80mmSchdule 10. ","sets",{"v":2,"d":"2.00"},null,0]
["10.4.8",null,"Logarithmic scraper allowing sludge to be scraper to centre cone in one revolution: 316 Stainless steel with 150mm rubber squegees","sets",{"v":2,"d":"2.00"},null,0]
["10.4.9",null,"Serrated weir 250mm high on launder of 15m dia (weir to weir) clarifier, 316 SS, minimum thickness 4mm. Price to include all fasteners and sealing of plates to concrete. Overlapping plates to be included.","sets",{"v":2,"d":"2.00"},null,0]
["10.4.10",null,"Scum baffle, 316SS, 300mm deep, minimum thickness 4mm, incl all brackets and fasteners","sets",{"v":2,"d":"2.00"},null,0]
["10.4.11",null,"Surface scum skimmer and scum removal system:","sets",{"v":2,"d":"2.00"},null,{"$f":"E669*F669","v":0}]
["10.4.12",null,"Scum box 1500mm wide, with 150mm outlet pipe to outside of wall. ","sets",{"v":2,"d":"2.00"},null,0]
["10.4.13",null,"Electrically Actuated de-sludge knife gate valve 150NB, to fit outside clarifier with adjustable timer.","No",{"v":2,"d":"2.00"},null,0]
["10.4.14",null,"Pipe specials in sludge outlet chamber","Prov Sum",{"v":1,"d":"1.00"},{"v":34000,"d":"34,000.00"},{"v":34000,"d":"34,000.00"}]
["10.4.15",{"$nulls":5},0]
["10.4.16",null,"Installation of two 15m dia clarifier mechanical and electrical equipment","sum",{"v":1,"d":"1.00"},null,0]
["10.4.17",null,"Commission clarifiers in separate visit","sum",{"v":1,"d":"1.00"},null,0]
[10.5,null,"SLUDGE HANDLING",{"$nulls":3},0]
["10.5.1",null,"Sludge pumps and piping system to pumps phosphate rich water to adjacent property of be used as fertilizer enriched irrigation","Prov Sum",{"v":1,"d":"1.00"},{"v":250000,"d":"250,000.00"},{"v":250000,"d":"250,000.00"}]
["10.5.2",null,"Sludge bed valves and piping",{"$nulls":3},0]
["10.5.3",null,"Replace existing sludge bed valves with 150NB RSV gate valves. Pipe modifications to be included","No",{"v":16,"d":"16.00"},null,0]
["10.5.4",null,"New Pipe distribution on top of walls for the new sludge beds 150NB (See general pipe specs)",{"$nulls":3},0]
["10.5.5",null,"Pipe 6m long sections, flanged, 150NB","No",{"v":14,"d":"14.00"},null,0]
["10.5.6",null,"Pipe 3m long distance pieces flanged, 150NB","No",{"v":13,"d":"13.00"},null,0]
["10.5.7",null,"Long radius elbows, 150NB","No",{"v":20,"d":"20.00"},null,0]
["10.5.8",null,"T's, flanged, 150 NB","No",{"v":16,"d":"16.00"},null,0]
["10.5.9",null,"RSV 150NB","No",{"v":28,"d":"28.00"},null,0]
["10.5.10",null,"Pipe supports (Stainless steel) to support pipes every 3 metres, 200mm high","sum",{"v":1,"d":"1.00"},null,0]
[10.6,null,"CHLORINATION",{"$nulls":3},0]
["10.6.1",null,"Supply of design drawing for engineer's approval of the chlorination system as specified below. The drums will be installed in the gas room with approx size of 8m x4m. The injectors will be installed in the dosing room adjacent to the gas room, approx 3mx3m in plan size","sum",{"v":1,"d":"1.00"},null,0]
["10.6.2",null,"1 ton chlorine drum cradles with load cells, cabling, trunking, wall mounted display","sets",{"v":4,"d":"4.00"},null,0]
["10.6.3",null,"Suitable wall mounted manifold with drip legs and heaters, designed for one duty and one standby 1ton cylinders","sum",{"v":1,"d":"1.00"},null,0]
["10.6.4",null,"Auto switch off mechanism for cylinders in case of leak, independent of power supply","No",{"v":2,"d":"2.00"},null,0]
["10.6.5",null,"Flexible connections for cylinders to manifolds, incl spares","No",{"v":8,"d":"8.00"},null,0]
["10.6.6",null,"Set of washers and other required spares","sets",{"v":1,"d":"1.00"},null,0]
["10.6.7",null,"Chlorine regulators, each able to produce 0-8 kg/h of chlorine gas","No",{"v":2,"d":"2.00"},null,0]
["10.6.8",null,"Auto switch over device to ensure switch over between cyliners when one is empty","No",{"v":1,"d":"1.00"},null,0]
["10.6.9",null,"Flow regulators: automatic, to control gas flow porportionate to the final effluent flow meter, Duty and standby ","No",{"v":2,"d":"2.00"},null,0]
["10.6.10",null,"Two injectors suitable for 0-10 kg/h gas flow injection, properly mounted on backboard incl all required flow and pressure regulation, all valves to easily switch between them,","No",{"v":2,"d":"2.00"},null,0]
["10.6.11",null,"Booster pumps in duty and standby arrangement suitable for the required dosing rate and piping to chlorine room. The pumps shall draw water from the treated water contact channel. Suitable straining shall be provided to protect the pumps and injectors. The system shall come complete with isolation and non-return valves, pressure guages, etc. properly installed to engineer's approval. Allow 30m pipe length. All trenching and ducting and racking to be included.","No",{"v":2,"d":"2.00"},null,0]
["10.6.12",null,"Piping of suitable size and pressure ratingbetween the injectors and the dosing point at the beginning of the chlorien contact chamber. The distance is 25m to base rate on. All trenching and ducting and racking to be included.","sum",{"v":1,"d":"1.00"},null,0]
["10.6.13",null,"All other piping and tubing not specifically allowed for to obtain a full, safe operational chlorine installation","sum",{"v":1,"d":"1.00"},null,0]
["10.6.14",null,"Gas leak detectors with alarm and flash light that is installed outside the chlorine room","No",{"v":2,"d":"2.00"},null,0]
["10.6.15",null,"Extraction fans and dry gas scrubber system installed within 10m of chlorine building incl concrete slab and weather/corrosion proof control panel. Power shall be provided to the panel under the electrical section. The scrubber and fan system shall self-acivate in case of gas leak alarm, with manual override if required.","sum",{"v":1,"d":"1.00"},null,0]
["10.6.16",null,"Safety equipment: two sets of gas masks with spare cannisters, wall mounted in GRP casing, One fully equipped BA system with enough oxygen for 45 minutes.","sum",{"v":1,"d":"1.00"},null,0]
["10.6.17",null,"GRP Control panel installed in injector room for all the above, incl pump level control, all cabling and racking to engineer's approval.","sum",{"v":1,"d":"1.00"},null,0]
["10.7",null,"EXISTING CLARIFIER - MODIFY TO SECONDARY CLARIFIER",{"$nulls":3},0]
["10.7.1",null,"For the supply, installation and commissioning of scraper bridge, Stanford baffle, overflow weir, scum baffles and scum hopper by specialists (Provisional sum)","Prov Sum",{"v":1,"d":"1.00"},{"v":350000,"d":"350,000.00"},{"v":350000,"d":"350,000.00"}]
["10.7.2",null,"Replace existing valves and associated pipework of clarifier and allow for the supply, installation, testing  and commissioning of suction and delivery pipe work including gate valves and reflux valves and pressure gauges as per the specifications supplied by engineer.","Prov Sum",{"v":1,"d":"1.00"},{"v":100000,"d":"100,000.00"},{"v":100000,"d":"100,000.00"}]
["10.8.",null,"EXISTING TRICKLING FILTER",{"$nulls":3},0]
["10.8.1",null,"Allow for the replacement of existing overhead spreader arms and allow for the supply, installation and commissioning of rotating self-propelled overhead spreader arms by specialists (Provisional sum)","Prov Sum",{"v":1,"d":"1.00"},{"v":350000,"d":"350,000.00"},{"v":350000,"d":"350,000.00"}]
["10.8.2",null,"Replace existing valves and associated pipework of trickling filter and allow for the supply, installation, testing  and commissioning of suction and delivery pipe work including gate valves and reflux valves and pressure gauges as per the specifications supplied by engineer.","Prov Sum",{"v":1,"d":"1.00"},{"v":100000,"d":"100,000.00"},{"v":100000,"d":"100,000.00"}]
["TOTAL SECTION 10"]
[11,null,"SECTION 11: INSTRUMENTS AND ELECTRICAL"]
["11.1",null,"The rate in this section shall include the supply, delivery, installation and commisisoning and double handing if required of the line items"]
["11.1.1",null,"DO control system consisting of two DO/redox meters, one for the anoxic and one for the aeration zone. The system shall be suitable for waste water applications, with self-cleaning capabilities. The instruments shall have full protection agains any spikes or surges.","sum",{"v":1,"d":"1.00"},null,{"$f":"E714*F714","v":0}]
["11.1.2",null,"Suspended solids meter with display in control room, installed in reactor aerated zone. The instruments shall have full protection agains any spikes or surges.","sum",{"v":1,"d":"1.00"},null,{"$f":"E715*F715","v":0}]
["11.1.3",null,"Magnetic flow meters, IP65, with separate displays and recorder functions. The instruments shall have full protection agains any spikes or surges.","No",{"v":5,"d":"5.00"},null,0]
["11.1.4",null,"WAS Pumps 150NB","No",{"v":1,"d":"1.00"},null,0]
["11.1.5",null,"RAS Pumps: 250NB","No",{"v":1,"d":"1.00"},null,0]
[11.6,null,"Open channel flow meters with integrated recorders for raw sewage at inlet of works and at final chlorination. The fow meters shall have 4-20 mA outputs. The instruments shall have full protection agains any spikes or surges.","No",{"v":2,"d":"2.00"},null,0]
[{"$nulls":6},0]
["11.7",null,"Level controllers: ultra-sonic for stopping and starting of pumps. The instruments shall have full protection agains any spikes or surges.","No",{"v":7,"d":"7.00"},null,0]
["11.8",null,"Installation and commissioning of all the above instrumentation systems","sum",{"v":1,"d":"1.00"},null,0]
[{"$nulls":6},0]
["11.9",null,"Motor control Centres (All 304 S/steel and powder coated in orange)","sum",{"v":1,"d":"1.00"},null,0]
["11.9.1",null,"Design and drawings of MCC's and final cable routes for approval by the engineer","sum",{"v":1,"d":"1.00"},null,0]
["11.9.2",null,"New transformer","Prov Sum",{"v":1,"d":"1.00"},{"v":750000,"d":"750,000.00"},{"v":750000,"d":"750,000.00"}]
["11.9.3",null,"Distribution cubicle to distribute power to the individual MCC's","No",{"v":1,"d":"1.00"},null,0]
["11.9.4",null,"Main Reactor MCC situated in new MCC room that will be constructed: The main MCC will have switchgear for the following equipment: 2x Balancing tank mixers, 2x main feed pumps, 2x anaerobic mixers, 2x anoxic mixers, 4x aerators with VSD's, DO and suspended solids meters, 3x axial flow pumps, clarifier drives and actuated clarfiier de-sludge valves . Each drive will be in its own compartment and will have amp meters, hour meters and on/off switches. See general MCC specs.","sum",{"v":1,"d":"1.00"},null,0]
["11.9.5",null,"Main Pump station MCC, situated in Main pump station on top floor that will be modified to accommodate the new pumps. This MCC will control the following pumps: RAS Pumps, WAS pumps, anoxic return pumps, scum pumps and drainage pumps. Each pump will have a Test/off/on button. All pump installations will have auto-rotation for equal running hours and auto switch-over in case of trip. Hour and amp meters. Run/Stop/trip indications with proper signage shall indicate why a pump stopped or tripped. Pump control as follows. See general MCC specs","sum",{"v":1,"d":"1.00"},null,0]
["11.9.6",null,"RAS Pumps: only flow indication. WAS pumps: ultrasonic level controller will stop and start the pump. Anoxic return pumps: Ultrasonic level controller will stop and start pump. Scum pumps: ultrasonic level controller will stop and start the pumps. Drainage pump: Flaoting ball type level switches will stop and start the pumps ","sum",{"v":1,"d":"1.00"},null,0]
["11.10",null,"CABLES AND RACKING, ETC:","sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Power, earthing and control cable, incl racking , conduit and all supports and terminations for the following equipment between the MCC and the field instrument/motor for each item, to obtain a fully functional, ergonomicaly acceptable and safe installation to the relevant standards and Engineer's approval. All equipment shall have Emergency stops with lock-out facility. All racking and conduit shall be stainless steel. See general electrical specs. Racking shall be used inside pump stations and agains t reactor wall and walkways. Where walkways are crossed, suitable covers shall be provided.",{"$nulls":3},0]
["11.10.1",null,"Inlet open channel flow meter. Distance to MCC 105m","sum",{"v":1,"d":"1.00"},null,0]
["11.10.2",null,"Anaerobic Mixer1. Distance to MCC  145m",{"$nulls":3},0]
["11.10.2.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.2.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.3",null,"Anaerobic Mixer 2. Distance to MCC 145m",{"$nulls":3},0]
["11.10.3.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.3.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.4",null,"Anoxic Mixer 1. Distance to MCC 130m",{"$nulls":3},0]
["11.10.4.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.4.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.5",null,"Anoxic Mixer 2. Distance to MCC 136m",{"$nulls":3},0]
["11.10.5.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.5.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.6",null,"Aerator 1: Distance to MCC: 140m",{"$nulls":3},0]
["11.10.6.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.6.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.7",null,"Aerator 2. Distance to MCC 140m",{"$nulls":3},0]
["11.10.7.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.7.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.8",null,"Aerator 3: Distance to MCC: 170m",{"$nulls":3},0]
["11.10.8.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.8.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.9",null,"Aerator 4: Distance to MC 170m",{"$nulls":3},0]
["11.10.9.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.9.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.10",null,"Reactor outlet sluice  actuator: Distance to MCC: 110m",{"$nulls":3},0]
["11.10.11",null,"Anaerobic sluice gate actuator: Distance to MCC 95m",{"$nulls":3},0]
["11.10.11.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.11.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.12",null,"DO meter. Distance to MCC 120m",{"$nulls":3},0]
["11.10.12.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.12.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.13",null,"Suspended solids meter: Distance to MCC 125m",{"$nulls":3},0]
["11.10.13.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.13.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.14",null,"By-pass magnetic flow meter: Distance to MCC 130m",{"$nulls":3},0]
["11.10.14.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.14.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.15",null,"Clarifier 1 drive. Distance to MCC: 85m",{"$nulls":3},0]
["11.10.15.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.15.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.16",null,"Clarifier 2 drive. Distance to MCC: 95m",{"$nulls":3},0]
["11.10.16.1",null,"Power Cable type and size:______",{"$nulls":3},0]
["11.10.16.2",null,"Control cable type and size:_____",{"$nulls":3},0]
["11.10.17",null,"Clarifier desludge valve actuated 1 Distance to MCC: 85m",{"$nulls":3},0]
["11.10.17.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.17.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,{"$f":"E779*F779","v":0}]
["11.10.18",null,"Clarifier desludge valve 2 actuated. Distance to MCC: 95m",{"$nulls":3},0]
["11.10.18.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.18.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Main Pump Station",{"$nulls":3},0]
["11.10.19",null,"RAS Pump 1. Distance to MCC: 45m",{"$nulls":3},0]
["11.10.19.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.19.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.20",null,"RAS Pump 2. Distance to MCC: 45m",{"$nulls":3},0]
["11.10.20.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.20.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.21",null,"WAS Pump1: Distance to MCC: 30m",{"$nulls":3},0]
["11.10.21.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.22",null,"WAS Pump2: Distance to MCC: 30m",{"$nulls":3},0]
["11.10.22.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.23",null,"Scum pump 1. Distance to MCC: 30m",{"$nulls":3},0]
["11.10.23.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.23.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.24",null,"Scum pump 2. Distance to MCC: 30m",{"$nulls":3},0]
["11.10.24.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.24.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.25",null,"Pump station drainage pump 1 with level control. Distance to MCC: 30m",{"$nulls":3},0]
["11.10.25.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.25.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.26",null,"Pump station drainage pump 2 with level control. Distance to MCC: 30m",{"$nulls":3},0]
["11.10.26.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.26.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.27",null,"RAS Magnetic flow meter installed on delivery line. Distance to MCC: 40m",{"$nulls":3},0]
["11.10.27.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.27.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.28",null,"WAS magnetic flow meter installed on delivery line. Distance to MCC: 40m",{"$nulls":3},0]
["11.10.28.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.28.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Irrigation pump Station",{"$nulls":3},0]
["11.10.29",null,"Irrigation pump 1. Distance to MCC: 40m","m",{"v":42,"d":"42.00"},null,0]
["11.10.29.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.29.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.30",null,"Irrigation pump 2. Distance to MCC: 40m",{"$nulls":3},0]
["11.10.30.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.30.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Supernatant pump station",{"$nulls":3},0]
["11.10.31",null,"Supernatant pump 1. Distance to MCC: 160m",{"$nulls":3},0]
["11.10.31.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.31.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.32",null,"Supernatant pump 2. Distance to MCC: 160m",{"$nulls":3},0]
["11.10.32.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["11.10.32.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["11.10.33",null,"Ultrasonic level controller for pump control. Distance 160m",{"$nulls":3},0]
["11.10.33.1",null,"Control cable type and size:_____",{"$nulls":3},0]
["11.11",null,"Miscellaneous",{"$nulls":3},0]
["11.11.1",null,"Site light masts, 30m high","Sum",{"v":4,"d":"4.00"},null,0]
["11.11.2",null,"Small power and lighting for the pump stations and buildings","Prov Sum",{"v":1,"d":"1.00"},{"v":85000,"d":"85,000.00"},{"v":85000,"d":"85,000.00"}]
["11.11.3",null,"Earthing of all structures","Prov Sum",{"v":1,"d":"1.00"},{"v":150000,"d":"150,000.00"},{"v":150000,"d":"150,000.00"}]
[{"$nulls":6},0]
["11.12",null,"Commissioning of the whole works in separate visit","sum",{"v":1,"d":"1.00"},null,0]
["TOTAL SECTION 11"]
[12,null,"SECTION 12: INTERCONNECTING PIPEWORK"]
["12.1","SABS\n1200 C","SITE CLEARANCE",{"$nulls":3},0]
["12.1.1","8.2.1 ","Clear and grub of site and remove all obstructions on pipeline route up to 3m wide","m",{"v":1500,"d":"1500.00"},null,{"$f":"E837*F837","v":0}]
["12.2","SABS\n1200 DB","EXCAVATION",{"$nulls":3},{"$f":"E838*F838","v":0}]
["12.2.1",null,"Excavate by MACHINE in all materials up to 750mm wide pipe trenches for water pipes only, backfill, compact and dispose of surplus or unsuitable material for depths of:",{"$nulls":3},{"$f":"E839*F839","v":0}]
[null,null,"Over and up to",{"$nulls":3},{"$f":"E840*F840","v":0}]
["12.2.1.1","8.3.2(a)","0.0m to 1.5m","m",{"v":1500,"d":"1500.00"},null,{"$f":"E841*F841","v":0}]
["12.2.1.2",null,"1.5m to 2.0m","m",{"v":0,"d":"0.00"},null,"Rate Only"]
["12.2.1.3",null,"2.0m to 2.5m","m",{"v":0,"d":"0.00"},null,"Rate Only"]
["12.2.1.4",null,"2.5m to 3.0m","m",{"v":0,"d":"0.00"},null,"Rate Only"]
[null,null,"Extra-over Item 12.2.1 for :"]
["12.2.2","8.3.2(b)","Hard Excavation","m3",{"v":695,"d":"695.00"},null,{"$f":"E846*F846","v":0}]
["12.2.3","8.3.2(c)","Excavate and dispose of unsuitable material from trench bottom","m3",{"v":397,"d":"397.00"},null,{"$f":"E847*F847","v":0}]
["12.2.4",null,"Excavate by HAND in all materials suitable for hand excavation for trenches up to 600mm wide pipe trenches for water pipes only, backfill, compact and dispose of surplus or unsuitable material for depths of:","m3"]
["12.2.5","PSDB 3.4","Intermediate excavation","m3",{"v":0,"d":"0.00"},null,"Rate Only"]
["12.2.6","PSDB 3.4","Hard excavation","m3",{"v":0,"d":"0.00"},null,"Rate Only"]
["12.2.7","8.3.4 (a)\n(LI)","Shoring and safeguarding of trench to the satisfaction of the Engineer and the safety regulations","m",{"v":1500,"d":"1500.00"},null,{"$f":"E851*F851","v":0}]
["12.2.8","8.3.3.3","Finishing off of the site on completion of the works to the satisfaction of the Engineer, including levelling off, disposal of surplus material, etc","Sum",{"v":1,"d":"1.00"},null,{"$f":"E852*F852","v":0}]
["12.3","SABS\n1200 LB","BEDDING (PIPES)"]
[null,null,"Provision of selected granular material for pipe bedding from the following sources :"]
["12.3.1","8.2.1","Trench excavation within 2 km","m3",{"v":329,"d":"329.00"},null,{"$f":"E855*F855","v":0}]
["12.3.2","PSQ 5","Imported from borrow pit","m3",{"v":219,"d":"219.00"},null,0]
[null,null,"Provision of selected fill blanket to 200mm above the pipe from the following sources :",{"$nulls":3},0]
["12.3.3","8.2.1","Trench excavation within 2km","m3",{"v":159,"d":"159.00"},null,0]
["12.3.4","PSQ 5","Imported from borrow pit","m3",{"v":106,"d":"106.00"},null,0]
["12.3.5","8.2.2.3","Provision of 19mm nominal size crushed stone aggregate required for bedding from commercial source when instructed by the Engineer","m3",{"v":83,"d":"83.00"},null,0]
["12.4","SABS\n1200 L","MEDIUM PRESSURE PIPELINES"]
["12.4.1",null,"UPVC-SANS 966-1 Class 9"]
[null,"8.2.1","Supply, handle, lay and bed uPVC Class 9 pipes irrespective of depth, with rubber ring couplings to SABS 966, test and disinfect"]
["12.4.1.1",null,"160mm Ø (148.8mm I.D.)  Class 9","m",{"v":250,"d":"250.00"},null,{"$f":"E864*F864","v":0}]
["12.4.1.2",null,"200mm Ø (186mm I.D.)  Class 9","m",{"v":300,"d":"300.00"},null,0]
["12.4.1.3",null,"250mm Ø (232.6mm I.D.)  Class 9","m",{"v":150,"d":"150.00"},null,0]
["12.4.1.4",null,"315mm Ø (293mm I.D.)  Class 9","m",{"v":300,"d":"300.00"},null,0]
["12.4.1.5",null,"355mm Ø (330.2mm I.D.)  Class 9","m",{"v":250,"d":"250.00"},null,0]
["12.4.1.6",null,"400mm Ø (372mm I.D.)  Class 9","m",{"v":200,"d":"200.00"},null,0]
["12.4.1.7",null,"450mm Ø (418.6mm I.D.)  Class 9","m",{"v":50,"d":"50.00"},null,0]
["12.5","SABS\n1200 L","SPECIALS AND FITTINGS"]
[null,"8.2.2","Extra-over Item 12.5 for the supply, lay and bed of fittings with socket-ended joints/plain ended joints, including cut lengths disinfected"]
["12.5.1",null,"Bends : uPVC  spigot and socket ended Class 16:"]
["12.5.1.1",null,"160mm dia x 11,25°","No",{"v":3,"d":"3.00"},null,{"$f":"E874*F874","v":0}]
["12.5.1.2",null,"160mm dia x 22,5°","No",{"v":3,"d":"3.00"},null,0]
["12.5.1.3",null,"160mm dia x 45°","No",{"v":4,"d":"4.00"},null,0]
["12.5.1.4",null,"160mm dia x 90°","No",{"v":3,"d":"3.00"},null,0]
["12.5.1.5",null,"200mm dia x 11,25°","No",{"v":2,"d":"2.00"},null,0]
["12.5.1.6",null,"200mm dia x 22,5°","No",{"v":3,"d":"3.00"},null,0]
["12.5.1.7",null,"200mm dia x 45°","No",{"v":5,"d":"5.00"},null,0]
["12.5.1.8",null,"200mm dia x 90°","No",{"v":3,"d":"3.00"},null,0]
["12.5.1.9",null,"250mm dia x 11,25°","No",{"v":6,"d":"6.00"},null,0]
["12.5.1.10",null,"250mm dia x 22,5°","No",{"v":3,"d":"3.00"},null,0]
["12.5.1.11",null,"250mm dia x 45°","No",{"v":1,"d":"1.00"},null,0]
["12.5.1.12",null,"250mm dia x 90°","No",{"v":3,"d":"3.00"},null,0]
["12.5.2",null,"SG Iron Flanged adaptors Class 25 to fit uPVC pipes drilled to SABS 1123 Table 16:",{"$nulls":3},0]
["12.5.2.1",null,"160mm dia","No",{"v":5,"d":"5.00"},null,0]
["12.5.2.2",null,"200mm dia","No",{"v":10,"d":"10.00"},null,0]
["12.5.2.3",null,"250mm dia","No",{"v":10,"d":"10.00"},null,0]
["12.5.3",null,"Bends: Steel Fabricated Class 25 (Epoxy Coated) plain ended to fit uPVC pipes:",{"$nulls":3},0]
["12.5.3.1",null,"315mm dia x 11,25°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.2",null,"315mm dia x 22,5°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.3",null,"315mm dia x 45°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.4",null,"315mm dia x 90°","No",{"v":1,"d":"1.00"},null,0]
["12.5.3.5",null,"355mm dia x 11,25°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.6",null,"355mm dia x 22,5°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.7",null,"355mm dia x 45°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.8",null,"355mm dia x 90°","No",{"v":1,"d":"1.00"},null,0]
["12.5.3.9",null,"400mm dia x 11,25°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.10",null,"400mm dia x 22,5°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.11",null,"400mm dia x 45°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.12",null,"400mm dia x 90°","No",{"v":1,"d":"1.00"},null,0]
["12.5.3.13",null,"450mm dia x 11,25°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.14",null,"450mm dia x 22,5°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.15",null,"450mm dia x 45°","No",{"v":2,"d":"2.00"},null,0]
["12.5.3.16",null,"450mm dia x 90°","No",{"v":1,"d":"1.00"},null,0]
["12.5.4",null,"Steel Fabricated Flanged adaptors Class 25 Plain-ended to fit uPVC pipes: ",{"$nulls":3},0]
["12.5.4.1",null,"315mm dia F.A.","No",{"v":8,"d":"8.00"},null,0]
["12.5.4.2",null,"355mm dia F.A.","No",{"v":4,"d":"4.00"},null,0]
["12.5.4.3",null,"400mm dia F.A.","No",{"v":4,"d":"4.00"},null,0]
["12.5.4.4",null,"450mm dia F.A.","No",{"v":2,"d":"2.00"},null,0]
[12.6,null,"CONCRETE THRUST BLOCKS",{"$nulls":3},0]
["12.6.1",null,"ANCHOR BLOCKS FOR PIPES UP TO 300mm diameter",{"$nulls":3},0]
["12.6.1.1","8.2.11","15 MPa concrete anchor blocks for water pipes including all shuttering, excavation, etc as shown on drawings","m3",{"v":40,"d":"40.00"},null,0]
[12.7,null,"CONNECTION TO EXISTING SEWER PIPES",{"$nulls":3},0]
["12.7.1",null,"Supply all labour and material (fittings) to connect to main supply pipeline including excavation backfill, disposal of surplus material, cutting of pipes and moving of fittings and making good","Prov Sum",{"v":6,"d":"6.00"},{"v":50000,"d":"50,000.00"},{"v":300000,"d":"300,000.00"}]
["TOTAL SECTION 12"]
[13,null,"SECTION 13: NAMAHADI PUMP STATION RISING MAIN"]
["13.1","SABS\n1200 C","SITE CLEARANCE",{"$nulls":3},0]
["13.1.1","8.2.1 ","Clear and grub of site and remove all obstructions on pipeline route up to 3m wide","m",{"v":1250,"d":"1250.00"},null,{"$f":"E920*F920","v":0}]
["13.1.2",null,"a) Girth over 600mm up to 1000mm","No",{"v":3,"d":"3.00"},null,0]
["13.1.3",null,"b) Girth over 1000mm up to 2000mm","No",{"v":2,"d":"2.00"},null,0]
["13.1.4",null,"c) Girth over 2000mm up to 3000mm","No",{"v":1,"d":"1.00"},null,0]
["13.2","SABS\n1200 DB","EXCAVATION",{"$nulls":3},0]
["13.2.1",null,"Excavate by MACHINE in all materials up to 750mm wide pipe trenches for water pipes only, backfill, compact and dispose of surplus or unsuitable material for depths of:",{"$nulls":3},0]
[null,null,"Over and up to",{"$nulls":3},0]
["13.2.1.1","8.3.2(a)","0.0m to 1.5m","m",{"v":100,"d":"100.00"},null,0]
["13.2.1.2",null,"1.5m to 2.0m","m",{"v":1150,"d":"1150.00"},null,0]
["13.2.1.3",null,"2.0m to 2.5m","m",{"v":0,"d":"0.00"},null,"Rate Only"]
["13.2.1.4",null,"2.5m to 3.0m","m",{"v":0,"d":"0.00"},null,"Rate Only"]
[null,null,"Extra-over Item 13.2.1 for :"]
["13.2.2","8.3.2(b)","Hard Excavation","m3",{"v":722,"d":"722.00"},null,{"$f":"E932*F932","v":0}]
["13.2.3","8.3.2(c)","Excavate and dispose of unsuitable material from trench bottom","m3",{"v":413,"d":"413.00"},null,{"$f":"E933*F933","v":0}]
["13.2.4",null,"Excavate by HAND in all materials suitable for hand excavation for trenches up to 600mm wide pipe trenches for water pipes only, backfill, compact and dispose of surplus or unsuitable material for depths of:","m3",null,null,"Rate Only"]
["13.2.5","PSDB 3.4","Intermediate excavation","m3",{"v":0,"d":"0.00"},null,"Rate Only"]
["13.2.6","PSDB 3.4","Hard excavation","m3",{"v":0,"d":"0.00"},null,"Rate Only"]
["13.2.7","8.3.4 (a)\n(LI)","Shoring and safeguarding of trench to the satisfaction of the Engineer and the safety regulations","m",{"v":1250,"d":"1250.00"},null,{"$f":"E937*F937","v":0}]
["13.2.8","8.3.3.3","Soilcrete backfill (7% cement) at crossings with existing streets and compact to 93% Mod. AASHTO density where ordered by the Engineer","m3",{"v":5.625,"d":"5.63"},null,0]
["13.2.9","8.3.3.3","Finishing off of the site on completion of the works to the satisfaction of the Engineer, including levelling off, disposal of surplus material, etc","Sum",{"v":1,"d":"1.00"},null,0]
["13.3","SABS\n1200 LB","BEDDING (PIPES)",{"$nulls":3},0]
[null,null,"Provision of selected granular material for pipe bedding from the following sources :",{"$nulls":3},0]
["13.3.1","8.2.1","Trench excavation within 2 km","m3",{"v":451,"d":"451.00"},null,0]
["13.3.2","PSQ 5","Imported from borrow pit","m3",{"v":301,"d":"301.00"},null,0]
[null,null,"Provision of selected fill blanket to 200mm above the pipe from the following sources :",{"$nulls":3},0]
["13.3.3","8.2.1","Trench excavation within 2km","m3",{"v":165,"d":"165.00"},null,0]
["13.3.4","PSQ 5","Imported from borrow pit","m3",{"v":110,"d":"110.00"},null,0]
["13.3.5","8.2.2.3","Provision of 19mm nominal size crushed stone aggregate required for bedding from commercial source when instructed by the Engineer","m3",{"v":113,"d":"113.00"},null,0]
["13.4","SABS\n1200 L","MEDIUM PRESSURE PIPELINES"]
["13.4.1",null,"HDPE Class PN12.5"]
[null,"8.2.1","Supplying, laying and jointing of HDPE Class PN12.5 pipes irrespective of depth. Jointing of pipes using in-situ butt welding, test and disinfect"]
["13.4.1.1",null,"500mm Ø (420,6mm I.D.)  Class PN12.5 , PE100","m",{"v":1250,"d":"1250.00"},null,{"$f":"E951*F951","v":0}]
["13.5","SABS\n1200 L","SPECIALS AND FITTINGS"]
["13.5.1",null,"HDPE Fabricated seamless bends, plain ended. Fittings to be joined by butt welding procedure. ",{"$nulls":3},0]
["13.5.1.3",null,"500mm dia x 45° (L = 830mm; R = 1500))","No",{"v":7,"d":"7.00"},null,{"$f":"E954*F954","v":0}]
["13.5.1.4",null,"500mm dia x 90° (L = 1705mm; R = 1500))","No",{"v":6,"d":"6.00"},null,{"$f":"E955*F955","v":0}]
["13.5.2",null,"SPECIALS & FITTINGS :  Mild Steel Pipe and Fittings (Wall Thickness = 4,5mm) as indicated on Pipe Schedule on Drw No's. F0060-G400 & G500. Flanges Drilled to SABS 1123 1600/3. Manufacturer's standard epoxy coating."]
["13.5.2.1",null,"A1 - Mild Steel Flange Adapter to suit 500mmØ HDPE Class PN12.5"," No",{"v":6,"d":"6.00"},null,{"$f":"E957*F957","v":0}]
["13.5.2.2",null,"A2 - 450mmØ Mild steel distance piece with thrust ring"," No",{"v":6,"d":"6.00"},null,{"$f":"E958*F958","v":0}]
["13.5.2.3",null,"A3 - 450mmØ x 300mmØ Mild steel Reducing T"," No",{"v":3,"d":"3.00"},null,0]
["13.5.2.4",null,"A3.1 - 300mmØ x 100mmØ Mild steel Reducing T"," No",{"v":3,"d":"3.00"},null,0]
["13.5.2.5",null,"B1 - Mild Steel Flange Adapter to suit 200mmØ u-PVC Class 12 pipe"," No",{"v":6,"d":"6.00"},null,0]
["13.5.2.6",null,"B2 - 450mmØ x 200mmØ Mild steel Reducing T"," No",{"v":3,"d":"3.00"},null,0]
["13.5.2.7",null,"B3 - 200mmØ Viking Johnson Coupling"," No",{"v":3,"d":"3.00"},null,0]
["13.5.2.8",null,"B4 - 200mmØ Mild steel distance piece with thrust ring"," No",{"v":3,"d":"3.00"},null,0]
["13.5.2.9",null,"B6 - 200mmØ Mild steel distance piece with thrust ring"," No",{"v":3,"d":"3.00"},null,0]
["13.5.2.10",null,"B7 - Mild Steel Flange Adapter to suit 200mmØ u-PVC Class 9",null,{"v":3,"d":"3.00"},null,0]
["13.5.3",null,"SCOUR VALVE : Resilient Seal Gate Valve, SABS 665 specification, SG iron body & gate, standard gunmetal press fitted seats, stainless steel non-rising spindle, anti-clockwise closing, handwheel operated, double flanged and drilled to SABS 1123. Manufacturers standard epoxy paint (Sigmaguard EHB or similar) to a DFT of 250 microns. (AVK, HAWLE or similar approved)"]
["13.5.3.1",null,"200mm diameter Class 10 Drilled to T1600/3"," No",{"v":3,"d":"3.00"},null,{"$f":"E968*F968","v":0}]
["13.5.3.2",null,"300mm diameter Class 10 Drilled to T1600/3 "," No",{"v":1,"d":"1.00"},null,{"$f":"E969*F969","v":0}]
["13.5.4",null,"AIR RELEASE & VACUUM BREAK VALVES : \"VAG\" air release and vacuum break valve, Figure RBX series, flange studded to SABS 1123. Mild steel fusion bonded epoxy coated ends, stainless steel 304 barrel and trim. ABS plastic top cover, EPDM rubber seats and seals.",{"$nulls":3},{"$f":"E970*F970","v":0}]
["13.5.4.1",null,"80mm diameter Class 10 Drilled to T1600/3 "," No",{"v":1,"d":"1.00"},null,{"$f":"E971*F971","v":0}]
["13.5.4.2",null,"100mm diameter Class 10 Drilled to T1600/3"," No",{"v":3,"d":"3.00"},null,{"$f":"E972*F972","v":0}]
["13.5.5",null,"ISOLATING VALVES for Air valves: Resilient seal gate valve, SABS 664 specification, stainless steel non-rising spindle, anti-clockwise closing, Handwheel operated, S.G. iron body & bonnet complete with factory standard blue fusion bonded epoxy coating internally and externally to a minimum dry film thickness of 300 micron.Double flanged and drilled to SABS 1123. (AVK, HAWLE or similar approved)"]
["13.5.5.1",null,"80mm diameter Class 10 Drilled to T1600/3 "," No",{"v":1,"d":"1.00"},null,{"$f":"E974*F974","v":0}]
["13.5.5.2",null,"100mm diameter Class 10 Drilled to T1600/3 "," No",{"v":3,"d":"3.00"},null,0]
["13.5.6",null,"HDPE (16 Bar working pressure) Fabricated Stub Flanges welded to HDPE pipe. Stub Flange to suit Steel Flange (SANS 1123, Table 1600/3):",{"$nulls":3},0]
["13.5.6.1",null,"500mm diameter","No",{"v":32,"d":"32.00"},null,0]
[13.6,null,"PIPELINE MARKERS",{"$nulls":3},0]
["13.6.1",null,"Supply all labour and material for concrete pipeline markers as per the water general details. Concrete markers to be supplied at change of horizontal direction","No",{"v":16,"d":"16.00"},null,0]
[13.7,null,"CONNECTION TO EXISTING WATER NETWORK",{"$nulls":3},0]
["13.7.1",null,"Supply all labour and material (fittings) to connect to main supply pipeline including excavation backfill, disposal of surplus material, cutting of pipes and moving of fittings and making good","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
["13.8","SANS 1200 DA","AIR AND SCOUR VALVE CHAMBERS"]
["13.8.1",null,"EXCAVATION"]
["13.8.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":30,"d":"30.00"},null,{"$f":"E984*F984","v":0}]
["13.8.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m3",{"v":70,"d":"70.00"},null,0]
[null,null,"c) Extra over for",{"$nulls":3},0]
["13.8.1.3",null,"1) Intermediate excavation","m3",{"v":20,"d":"20.00"},null,0]
["13.8.1.4",null,"2) Hard rock excavation","m3",{"v":10,"d":"10.00"},null,0]
["13.8.1.5","8.3.2","Restricted Excavation",{"$nulls":3},0]
["13.8.1.5.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",{"v":20,"d":"20.00"},null,0]
[null,null,"b) Extra over for",{"$nulls":3},0]
["13.8.1.5.2",null,"1) Intermediate excavation","m3",{"v":5,"d":"5.00"},null,0]
["13.8.1.5.3",null,"2) Hard rock excavation","m3",{"v":5,"d":"5.00"},null,0]
["13.8.1.6","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations",{"$nulls":3},0]
["13.8.1.7",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":50,"d":"50.00"},null,0]
["13.8.2","SANS 1200 G","FORMWORK",{"$nulls":3},0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates "]
["13.8.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III",{"$nulls":3},0]
["13.8.2.1.1",null,"Walls","m2",{"v":90,"d":"90.00"},null,0]
["13.8.2.3","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["13.8.2.3.1",null,"Walls","m2",{"v":75,"d":"75.00"},null,0]
["13.8.2.4",null,"Smooth horizontal formwork to a degree of Accuracy II",{"$nulls":3},0]
["13.8.2.4.1",null,"Top of Manhole base wall - 50mm","m2",{"v":1,"d":"1.00"},null,0]
["13.8.2.5","8.2.6","Box Out Holes/Form Voids",{"$nulls":3},0]
["13.8.2.5.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth) - 100mmɸ Opening for Sluice gate Spindle, Refer to Drawing F0060-02-G1102","No",{"$f":"2*3","v":{"v":6,"d":"6.00"}},null,0]
["13.8.2.5.3",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",{"$f":"2*3","v":{"v":6,"d":"6.00"}},null,0]
["13.8.3",null,"REINFORCEMENT",{"$nulls":3},0]
[null,"8.3.1","Mild Steel Bars",{"$nulls":3},0]
["13.8.3.1",null,{"v":8,"d":"R8"},"t",{"$f":"ROUNDUP(1.2*0.00498*3,3)","v":{"v":0.018000000000000002,"d":"0.02"}},null,0]
[null,"8.3.1","High Tensile Steel",{"$nulls":3},0]
["13.8.3.3",null,"Y 10","t",0.25,null,0]
["13.8.3.4",null,"Y 12","t",{"v":2,"d":"2.00"},null,0]
["13.8.4",null,"CONCRETE",{"$nulls":3},0]
["13.8.4.1","8.4.2","Blinding Layer in Concrete",{"$nulls":3},0]
["13.8.4.1.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":30,"d":"30.00"},null,0]
["13.8.4.2","8.4.3","Structural Concrete 30 MPa",{"$nulls":3},0]
["13.8.4.2.1",null,"Floor","m3",{"v":6,"d":"6.00"},null,0]
["13.8.4.2.2",null,"Walls","m3",{"v":16,"d":"16.00"},null,0]
["13.8.4.3","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["13.8.4.3.1",null,"a) Wood-floated finish to degree Accuracy II","m2",{"v":10,"d":"10.00"},null,0]
["13.8.4.3.2",null,"b) Steel-floated finish to deg accuracy II - Floor & Top of Wall","m2",{"v":31,"d":"31.00"},null,0]
["13.9",8.6,"MANUFACTURE (OR SUPPLY) AND ERECT PRECAST ELEMENTS",{"$nulls":3},0]
["13.9.1",null,"Cover Slab - Refer to drawing F0060-02-G400","No",{"v":3,"d":"3.00"},null,0]
["13.9.2",null,"Cover Slab - Refer to drawing F0060-02-G500","No",{"v":3,"d":"3.00"},null,0]
["13.9.3",null,"Precast circular rings (1250mmØ) for manhole with total depth of 1.5m - 2.0m  - Refer to drawing F0060-02-G500","No",{"v":3,"d":"3.00"},null,0]
["TOTAL SECTION 13"]
[14,null,"SECTION 14: ROAD WORKS"]
["14.1","SABS 1200DM","EARTHWORKS (Roads, Subgrade)"]
["14.1.1","8.3.1","Clear and Grub the site to the satisfaciton of the Engineer","Ha",{"v":0.5,"d":"0.50"},null,{"$f":"E1029*F1029","v":0}]
["14.1.2","8.3.2","Removal of topsoil to a nominal depth of 100mm, stockpile for use on sidewalks and disposal of surplus/unsuitable material, stockpiling and maintaining","m3",{"v":3222,"d":"3222.00"},null,{"$f":"E1030*F1030","v":0}]
["14.1.3",null,"Supply, place and level dumprock to stabilize roadbed (only on instruction of the Engineer)","m3",{"v":100,"d":"100.00"},null,0]
["14.1.4","8.3.4","Cut to fill and compact to 90% Mod. AASHTO density","m3",{"v":250,"d":"250.00"},null,0]
["14.1.5","8.3.4","Borrow to fill and compact to 90% Mod. AASHTO density (behind kerbs etc.)","m3",{"v":350,"d":"350.00"},null,0]
["14.1.5","8.3.7","Cut to spoil ","m3",{"v":1351,"d":"1351.00"},null,0]
["14.1.6","8.3.7","Cut to stockpile","m3",{"v":350,"d":"350.00"},null,0]
["14.1.7","8.3.10","Material bladed to windrow on instruction from the Engineer","m3",{"v":642,"d":"642.00"},null,0]
["14.1.8","8.3.12","Overhual","m3.km",{"v":6755,"d":"6755.00"},null,0]
["14.1.9","8.3.13","Surface finishes: ",{"$nulls":3},0]
["14.1.9.1",null,"Topsoiling: Placing and compact 80mm thick Topsoil on sidewalks 1000mm wide behind kerbs of material from stockpile","m2",{"v":1100,"d":"1100.00"},null,0]
["14.1.9.2",null,"Grassing: Placing and compacting of grass as approved and indicated by the engineer","m2",{"v":275,"d":"275.00"},null,0]
["14.1.10","8.3.3","ROAD BED",{"$nulls":3},0]
["14.1.10.1",null,"Treatment / Preperation of road-bed material and compaction of material to:",{"$nulls":3},0]
["14.1.10.1.1",null,"1) Minimum of 90% of Mod. AASHTO denstiy (Layer thickness: 150mm)","m3",{"v":642,"d":"642.00"},null,0]
["14.1.10.2",null,"In-place treatment of road-bed in intermediate or hard rock material by:",{"$nulls":3},0]
["14.1.10.2.1",null,"1) Ripping","m3",{"v":96.3,"d":"96.30"},null,0]
["14.1.10.2.2",null,"2) Blasting","m3",{"v":96.3,"d":"96.30"},null,0]
["14.1.11","8.3.5","MASS FILL",{"$nulls":3},0]
["14.1.11.1",null,"Material obtained from a commercial source:",{"$nulls":3},0]
["14.1.11.1.1",null,"G9 / GS / 7 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":2500,"d":"2500.00"},null,0]
["14.1.12","8.3.5","SELECTED LAYER",{"$nulls":3},0]
["14.1.12.1",null,"Material obtained from a commercial source:",{"$nulls":3},0]
["14.1.12.1.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":642,"d":"642.00"},null,0]
["14.2","SABS 1200ME","SUBBASE",{"$nulls":3},0]
["14.2.1","8.3.3 PSME 2.1","Material obtained from a commercial source:",{"$nulls":3},0]
["14.2.1.1",null,"G5 / GWC / 45 / 6 Compacted to 95% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":270,"d":"270.00"},null,0]
["14.2.1.2",null,"C4 / SG / 1200 / 12 Compacted to 100% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":439,"d":"439.00"},null,0]
["14.2.2","8.3.5","Process subbase material by the following processes, as relevant, and use in the subbase:",{"$nulls":3},0]
["14.2.1",null,"d) Stabilization","m3",{"v":439,"d":"439.00"},null,0]
["14.2.3",null,"Extra-over Item 14.2.4.4 for processing subbase material for chemical stabilization",{"$nulls":3},0]
[null,"8.3.8","Stabilizing agent:",{"$nulls":3},0]
["14.2.3.1",null,"b) Portland Cement","t",26.34,null,0]
[14.3,"SABS\n1200 MJ","SEGMENTED PAVING BLOCKS",{"$nulls":3},0]
[null,"8.2.2","Construction of paving complete by using concrete interlocking paving blocks, type S-A Natural Grey colour\" laid to constant pattern  including 20mm thick bedding and jointing sand with \"Hyvar-X\" weedkiller mixed into bedding sand at a rate of 35g/m2 and rolling to locked-up conditions\"",{"$nulls":3},0]
["14.3.1",null,"60mm Blocks","m2",{"v":2925,"d":"2925.00"},null,0]
["14.3.2",null,"Extra over for blend colour","m2",{"v":2925,"d":"2925.00"},null,0]
[14.4,"SABS 1200 MK","CONCRETE KERBING AND CHANNELLING",{"$nulls":3},0]
["14.4.1",null,"Supply and place precast MOUNTABLE concrete kerbing as detailed on drawings (Class 25/20 concrete)",{"$nulls":3},0]
["14.4.1.1",null,"Figure 8c pre-cast kerbing","m",{"v":800,"d":"800.00"},null,0]
["14.4.1.2",null,"Supply and place pre-cast concrete 150mm wide END STRIP as shown on drawing (Class 25/20 concrete)","m",{"v":300,"d":"300.00"},null,0]
["14.4.1.3",null,"Supply and place cast in-situ concrete TRANSITION kerbs 2.0m long between any two different types of kerbing (Class 25/20 concrete)","No",{"v":4,"d":"4.00"},null,0]
[14.5,null,"STORMWATER DRAINAGE"]
["14.5.1","SANS 1200 DA","EXCAVATION"]
["14.5.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":1800,"d":"1800.00"},null,{"$f":"E1073*F1073","v":0}]
["14.5.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m3",{"v":730,"d":"730.00"},null,0]
["14.5.1.3",null,"c) Extra over for",{"$nulls":3},0]
["14.5.1.3.1",null,"1) Intermediate excavation","m3",{"v":145,"d":"145.00"},null,0]
["14.5.1.3.2",null,"2) Hard rock excavation","m3",{"v":110,"d":"110.00"},null,0]
["14.5.1.4","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations",{"$nulls":3},0]
["14.5.1.5",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":15,"d":"15.00"},null,0]
["14.5.1.6",null,"CANAL BED PREPARATION",null,{"$f":"(J1009*0.2)+J1009","v":{"v":0,"d":"0.00"}},null,0]
["14.5.1.7",null,"Rip insitu matrial to a depth of 150mm and compact to 90% Mod AASHTO density","m3",{"v":170,"d":"170.00"},null,0]
["14.5.1.8","8.3.7","Cut to spoil","m3",{"v":67.3,"d":"67.30"},null,{"$f":"E1082*F1082","v":0}]
[14.6,"SABS 1200 LE","STORMWATER CULVERTS",{"$nulls":3},0]
[null,null,"Supply, handle, lay and bed concrete culverts Class 75S with ogee joints on concrete floor:",{"$nulls":3},0]
["14.6.1",null,"Precast Concrete Box Culvert (2.1m (w) x 1.1m (d)","m",{"v":18,"d":"18.00"},null,0]
["14.7","SANS 1200 G","FORMWORK",{"$nulls":3},0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates "]
["14.7.1","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["14.7.1.1",null,"Concrete Culvert","m2",{"v":63,"d":"63.00"},null,0]
["14.7.2",null,"Smooth horizontal formwork to a degree of Accuracy II",{"$nulls":3},0]
["14.7.2.1",null,"Bottom of road edge (Culvert)","m2",{"v":3,"d":"3.00"},null,0]
["14.7.3",null,"Inclined Smooth formwork to a degree of Accuracy II",{"$nulls":3},0]
["14.7.3.1",null,"Wingwall","m2",{"v":3,"d":"3.00"},null,0]
["14.8",null,"REINFORCEMENT",{"$nulls":3},0]
["14.8.1","8.3.2","High-Tensile Welded Mesh",{"$nulls":3},0]
["14.8.1.1",null,"Ref 888 (12 mm wire dia)","m2",{"v":190,"d":"190.00"},null,0]
["14.8.1.2",null,"Ref 193 (5,6 mm wire dia)","m2",{"v":1920,"d":"1920.00"},null,{"$f":"E1097*F1097","v":0}]
["14.9",null,"CONCRETE",{"$nulls":3},{"$f":"E1098*F1098","v":0}]
["14.9.1","8.4.2","Blinding Layer in Concrete",{"$nulls":3},0]
["14.9.1.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":110,"d":"110.00"},null,0]
["14.9.2","8.4.3","Structural Concrete 25 MPa",{"$nulls":3},0]
["14.9.2.1",null,"1.8m stormwater canals","m3",{"v":300,"d":"300.00"},null,0]
["14.9.2.2",null,"1.2m stormwater canals","m3",{"v":54,"d":"54.00"},null,0]
["14.9.2.3",null,"Culvert Floor","m3",{"v":10,"d":"10.00"},null,0]
["14.9.2.4",null,"In and outlet stormwater structure","m3",{"v":14,"d":"14.00"},null,0]
["14.9.3","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["14.9.3.1",null,"a) Steel-floated finish (Floor and Top of Walls)","m2",{"v":103,"d":"103.00"},null,0]
["14.9.4",8.5,"JOINTS",{"$nulls":3},0]
["14.9.4.1",null,"Forming of expansion joint for stormwater canals every 2m as per drawings","No",{"v":530,"d":"530.00"},null,0]
["TOTAL SECTION 14"]
["15",null,"SECTION 15: LABORATORY BUILDING"]
["15.1","SANS 1200 DA","EXCAVATION"]
["15.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":207,"d":"207.00"},null,{"$f":"E1113*F1113","v":0}]
["15.1.4","8.3.2","Restricted Excavation"]
["15.1.4.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",{"v":50,"d":"50.00"},null,{"$f":"E1115*F1115","v":0}]
["15.2","SANS 1200 G","FORMWORK",{"$nulls":3},{"$f":"E1116*F1116","v":0}]
["15",null,"Note: 50mm chamfers to all corners included in formwork rates "]
["15.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III",{"$nulls":3},{"$f":"E1118*F1118","v":0}]
["15.2.1.1",null,"Footings","m2",{"v":130,"d":"130.00"},null,0]
["15.2.4","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["15.2.4.1",null,"Floor above N.G.L.","m2",{"v":7,"d":"7.00"},null,0]
["15.2.4.2",null,"Columns","m2",{"v":73,"d":"73.00"},null,0]
["15.4",null,"REINFORCEMENT",{"$nulls":3},0]
["15.4.1","8.3.1","Mild Steel Bars",{"$nulls":3},0]
["15.4.1.1",null,{"v":10,"d":"R10"},"t",{"v":1.7,"d":"1.70"},null,0]
["15.4.2","8.3.1","High Tensile Steel",{"$nulls":3},0]
["15.4.2.1",null,"Y 10","t",{"v":0.5,"d":"0.50"},null,0]
["15.4.2.2",null,"Y 12","t",0.85,null,0]
["15.4.2.3",null,"Y 16","t",0.85,null,0]
["15.4.2.4",null,"Y 20","t",0.85,null,0]
["15.4.2.5",null,"Y 25","t",0.85,null,0]
["15.4.2.6",null,"Y 32","t",{"v":1.7,"d":"1.70"},null,0]
["15.4.2.7",null,"Y 40","t",1.25,null,0]
["15.5",null,"CONCRETE"]
["15.5.1","8.4.2","Blinding Layer in Concrete"]
["15.5.1.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":207,"d":"207.00"},null,{"$f":"E1136*F1136","v":0}]
["15.5.2","8.4.3","Structural Concrete 25 MPa",{"$nulls":3},0]
["15.5.2.1",null,"Footings","m3",{"v":23,"d":"23.00"},null,0]
["15.5.2.2",null,"170mm Floor","m3",{"v":35,"d":"35.00"},null,0]
["15.5.2.3",null,"460mm x 230mm Columns","m3",{"v":6,"d":"6.00"},null,0]
["15.6","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["15.6.1",null,"a) Wood-floated finish","m2",{"v":65,"d":"65.00"},null,0]
["15.6.2",null,"b) Steel-floated finish","m2",{"v":207,"d":"207.00"},null,0]
["15.6",8.6,"MANUFACTURE (OR SUPPLY) AND ERECT PRECAST ELEMENTS"]
["15.6.1",null,"a) Precast prestressed hollow core slabs by perfect slabs or similar approved supplier. Rate to include the supply, delivery and installation of the precast elements","m2",{"v":196,"d":"196.00"},null,{"$f":"E1145*F1145","v":0}]
["15.7",null,"BRICKWORK"]
[null,null,"Build the following brickwork according to the drawings and specifications including joints, brickforce, dpc etc"]
["15.7.1",null,"For supply of material - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000(Incl VAT) / 1000 bricks)","m2",{"v":270,"d":"270.00"},null,{"$f":"E1148*F1148","v":0}]
["15.7.2",null,"Labour only - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000 (Incl VAT) / 1000 bricks)","m2",{"v":270,"d":"270.00"},null,0]
["15.8",null,"WINDOWS",{"$nulls":3},0]
["15.8.1",null,"Provisional sum allowed for the supply and installation of alluminium windows for laboratory: Frame finish to be powder coated with alluminium bronze colour, 6.38m Low E safety Glass","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
["15.9",null,"DOORS",{"$nulls":3},0]
[null,null,"Supply and install the following doors including all labour, material, door frame, door handles, door lockes, hinges etc:",{"$nulls":3},0]
["15.9.1",null,"Alluminium double door (2.064(h) x 1.264(w)): Frame finish to be powder coated with alluminium bronze colour, 6.38m Low E safety Glass, fitted with weather bars","No",{"v":1,"d":"1.00"},null,0]
["15.9.2",null,"Timber single door (2.032(h) x 813(w)): Standard 100 x 44 rebated timber door frame. Standard fielded panel door by Swartland Code PD20 or similar approved.","No",{"v":6,"d":"6.00"},null,0]
["15.9.3",null,"Timber single door (2.032(h) x 813(w)): Standard 100 x 44 rebated timber door frame. Single FLBB Meranti framed ledged braced batten door with 40x110mm styles and top rail, 20x150mm middle ledge, 20x225mm bottom ledge and 20x110mm braces. Commercial veneered closed back panel.","No",{"v":1,"d":"1.00"},null,0]
["15.10",null,"Provisional sum allowed for laboratory equipment","Prov Sum",{"v":1,"d":"1.00"},{"v":500000,"d":"500,000.00"},{"v":500000,"d":"500,000.00"}]
["15.11",null,"Provisional sum allowed for laboratory furniture","Prov Sum",{"v":1,"d":"1.00"},{"v":250000,"d":"250,000.00"},{"v":250000,"d":"250,000.00"}]
["15.12",null,"Provisional sum allowed for laboratory IT equipment","Prov Sum",{"v":1,"d":"1.00"},{"v":80000,"d":"80,000.00"},{"v":80000,"d":"80,000.00"}]
["15.13",null,"Provisional sum allowed for laboratory electrical installation","Prov Sum",{"v":1,"d":"1.00"},{"v":80000,"d":"80,000.00"},{"v":80000,"d":"80,000.00"}]
["TOTAL SECTION 15"]
[16,"SANS 1200 H","SECTION 16: STRUCTURAL STEEL"]
["16.1","8.3.1","Supply and Fabrication"]
["16.1.1","8.3.1.1","Preperation of shop drawings for complete project","Sum",{"v":1,"d":"1.00"},null,{"$f":"E1164*F1164","v":0}]
["16.1.2","8.3.1.2","Supply and Fabrication of Steel","t",{"v":7.5,"d":"7.50"},null,{"$f":"E1165*F1165","v":0}]
["16.2","8.3.2","Delivery to site"]
["16.2.1","8.3.2.1","Normal delivery","t",{"v":7.5,"d":"7.50"},null,{"$f":"E1167*F1167","v":0}]
["16.3","8.3.3","Erection on site"]
["16.3.1",null,"IPE 200","t",{"v":2,"d":"2.00"},null,{"$f":"E1169*F1169","v":0}]
["16.3.2",null,"254 x 146 x 43","t",{"v":2.5,"d":"2.50"},null,0]
["16.3.3",null,"305 x 165 x 54","t",{"v":1.5,"d":"1.50"},null,0]
["16.3.4",null,"356 x 171 x 67","t",{"v":1.5,"d":"1.50"},null,0]
["16.4","8.3.4","Erection of bolts",{"$nulls":3},0]
["16.4.1",null,"M20","No",{"v":40,"d":"40.00"},null,0]
["16.4.2",null,"M24","No",{"v":40,"d":"40.00"},null,0]
["16.4.3",null,"M30","No",{"v":40,"d":"40.00"},null,0]
["16.5","8.3.5","Site Welding",{"$nulls":3},0]
["16.5.1",null,"5mm weld for Beam-Column connections","m",{"v":15,"d":"15.00"},null,0]
["16.5.2",null,"5mm weld for Column-Base connections","m",{"v":15,"d":"15.00"},null,0]
["16.6","8.3.6","Holding down (HD) bolts for column bases",{"$nulls":3},0]
["16.6.1",null,"M20","No",{"v":20,"d":"20.00"},null,0]
["16.6.2",null,"M24","No",{"v":20,"d":"20.00"},null,0]
["16.6.3",null,"M30","No",{"v":20,"d":"20.00"},null,0]
["16.7","8.3.7","Handrails",{"$nulls":3},0]
["16.7.1",null,"Handrail assembly complete, including all rails, stanchions, bends, end closures, bolts, nuts, washers etc (grade 304 stainless steel industrial type)","m",{"v":250,"d":"250.00"},null,0]
["16.8",null,"Ladders",{"$nulls":3},0]
["16.8.1","8.3.8","Ladders, complete and installed (See drawing F0060-G100 for details, use an average height of 2,5m per ladder","No",{"v":10,"d":"10.00"},null,0]
["16.9","8.3.9","Flooring",{"$nulls":3},0]
[null,null,"Open grid floors complete and installed with Frames (Medium duty walkway, Vitagrid VE or similar approved)",{"$nulls":3},0]
["16.9.1",null,"For a maximum span up to 1.5m","m2",{"v":50,"d":"50.00"},null,0]
["16.9.2",null,"For a maximum span up to 1.8m","m2",{"v":50,"d":"50.00"},null,0]
["16.9.3",null,"For a maximum span up to 2.1m","m2",{"v":50,"d":"50.00"},null,0]
["16.10","8.3.10","Non-destructive testing",{"$nulls":3},0]
["16.10.1",null,"Load test and load certificate by an accredited supplier for structural steel items. Engineer to supply the required design capacity details.","No",{"v":2,"d":"2.00"},null,0]
["16.11","8.3.13","Corrosion Protection",{"$nulls":3},0]
["16.11.1",null,"Hot dip galvanising of structural steel items","t",{"v":2.5,"d":"2.50"},null,0]
["16.11.2",null,"Copon coated or fusion bonded powdered epoxy of structural steel items","t",{"v":5,"d":"5.00"},null,0]
["16.12","SABS 1200 HA","MISCELANEOUS",{"$nulls":3},0]
["16.12.1","8.3.1","Ventilator 1: ex Mild Steel Grade W350 :Pipes ,Rounds and Flats all Hot-dip Galvanized ","No",{"v":30,"d":"30.00"},null,0]
["16.12.2","8.3.1","Ventilator 2 ex Mild Steel Grade W350 :Rounds and Flats all Hot-dip Galvanized  ","No",{"v":30,"d":"30.00"},null,0]
["16.12.3",null,"Precast cover slab lifting rings: M20 ring bolts as per drawings ","No",{"v":30,"d":"30.00"},null,0]
[16.13,null,"MANHOLE COVERS",{"$nulls":3},0]
["16.13.1",null,"600mm circular ductile iron lockable manhole cover and frame by saint gobain to sans 5612. (securex y-560-c) ","No",{"v":30,"d":"30.00"},null,0]
["TOTAL SECTION 16"]
[]
["SUMMARY",{"$nulls":5},"AMOUNT"]
[{"$f":"C2","v":"SECTION 1: PRELIMINARY AND GENERAL"},{"$nulls":5},{"$f":"G52","v":0}]
[{"$f":"C53","v":"SECTION 2: BNR REACTOR"},{"$nulls":5},{"$f":"G124","v":0}]
[{"$f":"C125","v":"SECTION 3: CLARIFIERS"},{"$nulls":5},{"$f":"G192","v":0}]
[{"$f":"C193","v":"SECTION 4: NEW BOX COLLECTING SEWAGE FROM SLUDGE DRYING BEDS & SPLITTER BOX"},{"$nulls":5},{"$f":"G237","v":0}]
[{"$f":"C238","v":"SECTION 5: SLUDGE DRYING BEDS"},{"$nulls":5},{"$f":"G280","v":0}]
[{"$f":"C281","v":"SECTION 6: BNR BALANCING PUMP STATION"},{"$nulls":5},{"$f":"G338","v":0}]
[{"$f":"C339","v":"SECTION 7: EXISTING PUMP STATION UPGRADE"},{"$nulls":5},{"$f":"G418","v":0}]
[{"$f":"C419","v":"SECTION 8: STRUCTURAL & CIVIL MODIFICATIONS TO EXISTING WWTW"},{"$nulls":5},{"$f":"G462","v":0}]
[{"$f":"C463","v":"SECTION 9: SITE WORKS & FENCING"},{"$nulls":5},{"$f":"G472","v":0}]
[{"$f":"C473","v":"SECTION 10: MECHANICAL WORKS WWTW"},{"$nulls":5},{"$f":"G711","v":0}]
[{"$f":"C712","v":"SECTION 11: INSTRUMENTS AND ELECTRICAL"},{"$nulls":5},{"$f":"G834","v":0}]
[{"$f":"C835","v":"SECTION 12: INTERCONNECTING PIPEWORK"},{"$nulls":5},{"$f":"G917","v":0}]
[{"$f":"C918","v":"SECTION 13: NAMAHADI PUMP STATION RISING MAIN"},{"$nulls":5},{"$f":"G1026","v":0}]
[{"$f":"C1027","v":"SECTION 14: ROAD WORKS"},{"$nulls":5},{"$f":"G1110","v":0}]
[{"$f":"C1111","v":"SECTION 15: LABORATORY BUILDING"},{"$nulls":5},{"$f":"G1161","v":0}]
[{"$f":"C1162","v":"SECTION 16: STRUCTURAL STEEL"},{"$nulls":5},{"$f":"G1204","v":0}]
["SUBTOTAL A",{"$nulls":5},{"$f":"SUM(G1207:G1222)","v":0}]
["Add 10% contingencies",{"$nulls":5},{"$f":"G1223*0.1","v":0}]
["SUBTOTAL B",{"$nulls":5},{"$f":"SUM(G1223:G1224)","v":0}]
["Add 5% fixed escalation",{"$nulls":5},{"$f":"G1225*0.05","v":0}]
["SUBTOTAL C",{"$nulls":5},{"$f":"SUM(G1225:G1226)","v":0}]
["Add 14% VAT",{"$nulls":5},{"$f":"G1227*0.14","v":0}]
["TOTAL",{"$nulls":5},{"$f":"SUM(G1227:G1228)","v":0}]

{"sheet":"Extras","index":1,"n_rows":22,"n_cols":8,"rows_kept":22,"hidden":true,"merged":[[0,0,1,1]]}
["PROJECT F0060-02:CONSTRUCTION OF THE EXTENSION OF WASTE WATER TREATMENT WORKS AT NAMAHADI/FRANKFORT",null,null,"Certificate 01",{"$nulls":3},"PAGE B 1"]
[]
["ITEM",null,null,"QUANTITY COMPLETED",null,null,"UNIT RATE","VALUE"]
["NO.","DESCRIPTION","DATE","TO LAST","TO THIS","UNIT","OR ","OF"]
[null,null,"APPROVED","CERTIFICATE","CERTIFICATE",null,"LUMP SUM","WORK"]
[]
[]
[]
[]
[]
[]
["TOTAL VALUE OF EXTRA WORK -  TO SUMMARY  PAGE",{"$nulls":6},{"$f":"SUM(H6:H10)","v":{"v":0,"d":"0.00"}}]
[]
[null,"We hereby certify that the above figures are correct",null,"Payment Authorization"]
[]
[]
[null,"_____________________________",null,"                                             ",null,"                            "]
[null,"CONTRACTOR",null,"PMU(As per delegation)",null,"Date"]
[]
[]
[null,"_____________________________",null,"                                             ",null,"                            "]
[null,"PROJECT CONSULTANT",null,"MUNICIPAL MANAGER",null,"Date"]

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["Bill of Quantities:  Construction for the Extension of Waste Water Treatment Works at Namahadi/Frankfort (Phase 2)"]
["ITEM","PAYMENT","DESCRIPTION","UNIT","QTY","RATE","AMOUNT "]
[1,null,"SECTION 1: PRELIMINARY AND GENERAL"]
[1.1,"SABS 1200 A","FIXED COST ITEMS"]
["1.1.1","8.3.1","Contractual Requirements","Sum",{"v":1,"d":"1.00"},null,{"$f":"E5*F5","v":0}]
[null,"SABS 1200 AB","Establish facilities on site"]
[null,"8.3.2.1","a) Facilities for Engineer"]
["1.1.2","PS 7","Site office, conference room, car port, toilet facilities and office furniture","Prov Sum",{"v":1,"d":"1.00"},{"v":40000,"d":"40,000.00"},{"$f":"E8*F8","v":{"v":40000,"d":"40,000.00"}}]
["1.1.3","PSAB 1","Survey equipment","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Resident Engineer : Accommodation","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
[null,null,"Resident Engineer : Cell phone for site purposes","Prov Sum",{"v":1,"d":"1.00"},{"v":20000,"d":"20,000.00"},{"v":20000,"d":"20,000.00"}]
[null,null,"As built data collection by professional surveyor","Prov Sum",{"v":1,"d":"1.00"},null,0]
["1.1.4",null,"One Contract Notice Board","Sum",{"v":1,"d":"1.00"},null,0]
[null,"8.3.2.2","b) Facilities for Contractor"]
["1.1.5",null,"Offices and stores, workshop, housing, ablution- and latrine facilities, plant and tools","Sum",{"v":1,"d":"1.00"},null,{"$f":"E15*F15","v":0}]
["1.1.6",null,"Water supply, electrical power, reticulation of water and access to site","Sum",{"v":1,"d":"1.00"},null,0]
["1.1.7","PS 10","Conformity with RDP requirements","Sum",{"v":1,"d":"1.00"},null,0]
["1.1.8","8.3.3","Additional Fixed Cost liabilities (particulars to be supplied)"]
[null,null,"i) .................................","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"ii) .................................","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"iii) .................................","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"iv) .................................","Sum",{"v":1,"d":"1.00"},null,0]
[null,null,"v) .................................","Sum",{"v":1,"d":"1.00"},null,0]
["1.1.9","8.3.4","Removal of site facilities","Sum",{"v":1,"d":"1.00"},null,0]
["1.1.10",null,"Allowance for OHS & Environmental management","Sum",{"v":1,"d":"1.00"},null,0]
[]
[1.2,{"v":8.4,"d":"8.40"},"TIME RELATED ITEMS"]
["1.2.1","8.4.1","Contractual Requirements","Sum",{"v":1,"d":"1.00"},null,0]
[null,"8.4.2","Operate and maintain facilities on site"]
[null,"8.4.2.1","a) Facilities for Engineer for duration of construction (SABS 1200 AB)"]
["1.2.2","PS 7","Site office, conference room, car port, toilet facilities and office furniture","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
["1.2.3","PSAB 1","Survey equipment and survey assistant","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.4","PSAB 1","One Contract Notice Board","Sum",{"v":1,"d":"1.00"},null,0]
[null,"8.4.2.2","b) Facilities for Contractor for duration of construction",{"$nulls":3},0]
["1.2.6",null,"Offices and stores, workshop, housing, ablution- and latrine facilities, plant and equipment","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.7",null,"Water supply, electrical power, reticulation of water and access to site","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.8","8.4.3","Construction Supervision for the duration of the contract","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.9","8.4.4","Company and head office overhead costs","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.10","PS 10","Conformity with RDP requirements","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.11","8.4.5","Additional Time Related Items (particulars to be provided)","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.12",null,"Skill Development ; Accredited Training Programme: Unskilled","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.13",null,"Skill Development : Work Integrated Learning: Undergraduate","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.14",null,"Skill Development : Professionalism Programme Graduate","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.15",null,"Participation of Local Enterprises; Work allocated to local enterprise that are 51% Black Owned","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.16",null,"Social Responsibilities ; Community Development Initiative","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.17",null,"Allowance for OHS & Environmental management for the Duration of the project","Sum",{"v":1,"d":"1.00"},null,0]
["1.2.18",null,"Allowance for CLO","Prov Sum",{"v":1,"d":"1.00"},{"v":300000,"d":"300,000.00"},{"v":300000,"d":"300,000.00"}]
[1.3,null,"TEMPORARY WORK"]
["1.3.1","8.8.1","Construction and maintenance of all access roads and work for the duration of the contract","Sum",{"v":1,"d":"1.00"},null,{"$f":"E49*F49","v":0}]
[1.4,null,"CONTROL TESTING"]
["1.4.1",null,"Preliminary Sum allowed for laboratory tests by an independent laboratory when required by the Engineer","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
["1.4.2",null,"Percentage add on to Item 1.5.1 for overheads, administration and profit","%",{"v":50000,"d":"50000.00"},null,0]
["TOTAL SECTION 1",{"$nulls":5},{"$f":"SUM(G5:G52)","v":{"v":510000,"d":"510,000.00"}}]
[2,null,"SECTION 2: BNR REACTOR"]
[2.1,"SANS 1200 DA","EXCAVATION"]
["2.1.0","8.3.1","Clear and Grub the site to the satisfaction of the Engineer"]
["2,1,1",null,"Removal of  Sludge as instructed by Engineer/client  within radius of 4km and stockpile "]
["2.1.2","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",188.25,null,{"$f":"E58*F58","v":0}]
["2.1.3",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered by Engineer","m3",{"v":1000,"d":"1000.00"},null,0]
["2.1.4",null,"c) Extra over for",{"$nulls":3},0]
["2.1.4.1",null,"1) Intermediate excavation","m3",{"v":105,"d":"105.00"},null,0]
["2.1.4.2",null,"2) Hard rock excavation","m3",{"v":66.92000000000002,"d":"66.92"},null,0]
["2.1.5","8.3.2","Restricted Excavation",{"$nulls":3},0]
["2.1.6","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations",{"$nulls":3},0]
["2.1.6.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)"]
[2.2,"SANS 1200 G","FORMWORK"]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates ",{"$nulls":3},{"$f":"E67*F67","v":0}]
["2.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III",{"$nulls":3},0]
["2.2.1.1",null,"BNR walls","m2",831.79,null,0]
["2.2.1.2",null,"Floor 0,4m high","m2",3.07,null,0]
["2.2.4","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["2.2.4.1",null,"BNR walls","m2",810.89,null,0]
["2.2.4.2",null,"0.4m high floor","m2",{"v":180,"d":"180.00"},null,0]
["2.2.4.3",null,"Columns","m2",null,null,0]
["2.2.4.4",null,"0.3m high walk way side","m2",{"v":70,"d":"70.00"},null,0]
["2.2.4.5",null,"0.3m high platform side","m2",{"v":40,"d":"40.00"},null,0]
["2.2.4.6",null,"Channel & Overflow Boxes","m2",{"v":30,"d":"30.00"},null,0]
["2.2.4.7",null,"Stair Risers","m2",{"v":15,"d":"15.00"},null,0]
["2.2.4.8",null,"Stair Sides","m2",{"v":10,"d":"10.00"},null,0]
["2.2.5",null,"Smooth horizontal formwork to a degree of Accuracy II",{"$nulls":3},0]
["2.2.5.1",null,"Walkway","m2",{"v":120,"d":"120.00"},null,0]
["2.2.5.2",null,"Platform","m2",{"v":85,"d":"85.00"},null,0]
["2.2.5.3",null,"Channel","m2",{"v":45,"d":"45.00"},null,0]
["2.2.5.4",null,"Stairs","m2",{"v":15,"d":"15.00"},null,0]
["2.2.6",null,"Inclined Smooth formwork to a degree of Accuracy II",{"$nulls":3},0]
["2.2.6.1",null,"Inclined wall fillets","m2",{"v":350,"d":"350.00"},null,0]
["2.2.7","8.2.6","Box Out Holes/Form Voids",{"$nulls":3},0]
["2.2.7.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",{"v":10,"d":"10.00"},null,0]
["2.2.7.2",null,"b) Small, square, of area up to and including 0,1 m² (irrespective of depth)","No",{"v":10,"d":"10.00"},null,0]
["2.2.7.3",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",{"v":10,"d":"10.00"},null,0]
["2.2.7.4",null,"d) Large, square, of area over 0,1m² and up and including to 0,5 m ² (irrespective of depth)","No",{"v":10,"d":"10.00"},null,0]
[2.3,null,"REINFORCEMENT",{"$nulls":3},0]
["2.3.1","8.3.1","Mild Steel Bars",{"$nulls":3},0]
["2.3.1.1",null,{"v":10,"d":"R10"},"t",9.72,null,0]
["2.3.2","8.3.1","High Tensile Steel",{"$nulls":3},0]
["2.3.2.1",null,"Y 10","t",17.71,null,0]
["2.3.2.2",null,"Y 12","t",{"v":5,"d":"5.00"},null,0]
["2.3.2.3",null,"Y 16","t",14.72,null,0]
["2.3.2.4",null,"Y 20","t",{"v":19.9,"d":"19.90"},null,0]
["2.3.2.5",null,"Y 25","t",13.91,null,0]
["2.3.2.6",null,"Y 32","t",0.38,null,0]
["2.3.2.7",null,"Y 40",{"$nulls":3},0]
[2.4,null,"CONCRETE",{"$nulls":3},0]
["2.4.1","8.4.1","Prescribed Concrete Mix",{"$nulls":3},0]
["2.4.1.1",null,"1:4 Cement/stone (19mm) no-fines concrete to subsoil drain",{"$nulls":3},0]
["2.4.2","8.4.2","Blinding Layer in Concrete",{"$nulls":3},0]
["2.4.2.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":1050,"d":"1050.00"},null,0]
["2.4.3","8.4.3","Structural Concrete (30 MPa/20mm))",{"$nulls":3},0]
["2.4.3.1",null,"BNR floor"]
["2.4.3.2",null,"BNR walls","m3",36.36,null,{"$f":"E110*F110","v":0}]
["2.4.3.3",null,"Mixer platform","m3",{"v":25,"d":"25.00"},null,0]
["2.4.3.4",null,"Walkways","m3",{"v":40,"d":"40.00"},null,0]
["2.4.3.5",null,"Columns & Wall panels","m3",64.86,null,0]
["2.4.3.6",null,"Overflow box & Channels","m3",{"v":60,"d":"60.00"},null,0]
["2.4.3.7",null,"Steps","m3",{"v":10,"d":"10.00"},null,0]
["2.4.4","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["2.4.4.1",null,"a) Wood-floated finish (Top of Walls)","m2",{"v":190,"d":"190.00"},null,0]
["2.4.4.2",null,"b) Steel-floated finish (Walkways; 50mm Blinding)","m2",{"v":2150,"d":"2150.00"},null,0]
["2.4.4.3",null,"c) Power-floated finish (BNR Floor)","m2",872.33,null,0]
[2.5,8.5,"JOINTS",{"$nulls":3},0]
["2.5.1",null,"300mm wide Sikadur combiflex system by Sika (Alternative approved products may also be used)","m",{"v":1280,"d":"1280.00"},null,0]
["2.5.2",null,"Bond breaker 2 coats white PVA paint","m",376.36,null,0]
["2.5.3",null,"10mm x 10mm Polysulfide joint sealant with primer complete with 10 x 10 form","m",{"v":1138,"d":"1138.00"},null,0]
["2.5.4",null,"230mm rearguard centre bulb PVC waterstop by Jayco (Alternative approved products may also be used)","m",{"v":145,"d":"145.00"},null,0]
[2.6,null,"PIPEWORK: See Drawing G206 for details",{"$nulls":3},0]
[null,null,"Supply and install mild steel connector pipework to BNR Reactor, including, puddle pipes flange adaptors, etc complete. All steel pipes to be hot dipped galvanised coated.","Prov Sum",{"v":1,"d":"1.00"},{"v":500000,"d":"500,000.00"},{"v":500000,"d":"500,000.00"}]
["2.6.1",null,"A1 - 400mm Ø BELLMOUTH FL - FL = 500","No",{"v":2,"d":"2.00"},null,0]
["2.6.2",null,"A2 - 400mm Ø MILD STEEL DISTANCE PIECE FLANGED BOTH ENDS ","No",{"v":2,"d":"2.00"},null,0]
["2.6.3",null,"A3 - 400mm Ø x 90°  MILD STEEL MEDIUM RADIUS BEND FLANGED BOTH ENDS","No",{"v":2,"d":"2.00"},null,0]
["2.6.4",null,"A4 - 400mm Ø SG IRON FLANGE ADAPTOR TO SUIT uPVC 400mmØ CLASS 9 PIPE","No",{"v":2,"d":"2.00"},null,0]
["2.6.5",null,"B1 - 300mm Ø BELLMOUTH","No",{"v":1,"d":"1.00"},null,0]
["2.6.6",null,"B2 - 300mm Ø MILD STEEL DISTANCE PIECE FLANGED","No",{"v":1,"d":"1.00"},null,0]
["2.6.7",null,"B3 - 300mmØ x 90°  MILD STEEL MEDIUM RADIUS BEND","No",{"v":1,"d":"1.00"},null,0]
["2.6.8",null,"B4 - 300mmØ SG IRON FLANGE ADAPTOR TO SUIT uPVC 315mmØ CLASS 9 PIPE","No",{"v":1,"d":"1.00"},null,0]
["2.6.9",null,"C1 - 350mmØ x 90°  MILD STEEL SHORT RADIUS BEND FLANGED BOTH ENDS"]
["2.6.10",null,"C2 - 350mm Ø MILD STEEL DISTANCE PIECE FLANGED BOTH ENDS","No",{"v":2,"d":"2.00"},null,{"$f":"E136*F136","v":0}]
["2.6.11",null,"C3 - 350mm Ø x 90°  MILD STEEL MEDIUM RADIUS BEND FLANGED BOTH ENDS","No",{"v":4,"d":"4.00"},null,0]
["2.6.12",null,"C4 - 350mmØ MILD STEEL DISTANCE PIECE FLANGED BOTH ENDS","No",{"v":2,"d":"2.00"},null,0]
["2.6.13",null,"C5 - 350mm Ø SG IRON FLANGE ADAPTOR TO SUIT uPVC 315mm Ø CLASS 9 PIPE","No",{"v":2,"d":"2.00"},null,0]
["2.6.14",null,"D1 - 250mm Ø x 90°  MILD STEEL SHORT RADIUS BEND FLANGED BOTH ENDS","No",{"v":1,"d":"1.00"},null,0]
["2.6.15",null,"D2 - 250mm Ø MILD STEEL DISTANCE PIECE FLANGED BOTH ENDS","No",{"v":1,"d":"1.00"},null,0]
["2.6.16",null,"D3 - 250mm Ø x 90°  MILD STEEL MEDIUM RADIUS BEND FLANGED BOTH ENDS","No",{"v":2,"d":"2.00"},null,0]
["2.6.17",null,"D4 - 250mm Ø MILD STEEL DISTANCE PIECE FLANGED BOTH ENDS","No",{"v":1,"d":"1.00"},null,0]
["2.6.18",null,"D5 - 250mmØ SG IRON FLANGE ADAPTOR TO SUIT uPVC 200mmØ CLASS 9 PIPE","No",{"v":1,"d":"1.00"},null,0]
["2.7",null,"SUBSOIL DRAINAGE",{"$nulls":3},0]
["2.7.1",null,"110 mm dia Perforated drainage pipe","m",{"v":10,"d":"10.00"},null,0]
["2.7.2",null,"SHEETING",{"$nulls":3},0]
["2.7.2.1",null,"250 Micron polythene sheeting","m2",{"v":105,"d":"105.00"},null,0]
["2.7.3",null,"MANHOLE",{"$nulls":3},0]
["2.7.3.1",null,"Standard precast concrete manhole 1000mm dia","no",{"v":1,"d":"1.00"},null,0]
["TOTAL SECTION 2",{"$nulls":5},{"$f":"SUM(G56:G150)","v":{"v":500000,"d":"500,000.00"}}]
[3,null,"SECTION 3: CLARIFIERS"]
["3.1","SANS 1200 DA","EXCAVATION"]
["3.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain"]
["3.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered"]
["3.1.3",null,"c) Extra over for",{"$nulls":3},{"$f":"E156*F156","v":0}]
["3.1.3.1",null,"1) Intermediate excavation","m3",{"v":125,"d":"125.00"},null,0]
["3.1.3.2",null,"2) Hard rock excavation","m3",{"v":85,"d":"85.00"},null,0]
["3.1.4","8.3.2"," ",{"$nulls":3},0]
["3.1.4.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",32.03,null,0]
["3.1.4.2",null,"b) Extra over for",{"$nulls":3},0]
["3.1.4.2.1",null,"1) Intermediate excavation","m3",{"v":29,"d":"29.00"},null,0]
["3.1.4.2.2",null,"2) Hard rock excavation","m3",{"v":15,"d":"15.00"},null,0]
["3.1.6","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations",{"$nulls":3},0]
["3.1.6.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",411.17,null,0]
["3.2","SANS 1200 G","FORMWORK",{"$nulls":3},0]
["",null,"Note: 50mm chamfers to all corners included in formwork rates ",{"$nulls":3},0]
["3.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III",{"$nulls":3},0]
["3.2.1.1",null,"1.1m high floor side curved to radius 1750","m2",13.86,null,0]
["3.2.1.2",null,"0.3m high to inside footing curved to radius 7200","m2",{"v":5.5,"d":"5.50"},null,0]
["3.2.2","8.2.2","Smooth vertical formwork to a degree of Accuracy II"]
["3.2.2.1",null,"0.3m high to outside footing curved to Radius 8200"]
["3.2.2.2",null,"0.85m high to floor side curved to Radius 1500","m2",{"v":30,"d":"30.00"},null,{"$f":"E173*F173","v":0}]
["3.2.2.3",null,"4.56m high to outside wall curved to Radius 7850","m2",{"v":490,"d":"490.00"},null,0]
["3.2.2.4",null,"4.2m high to inside wall curved to Radius 7550","m2",{"v":450,"d":"450.00"},null,0]
["3.2.2.5",null,"0.37m high to canal overflow wall curved to Radius 7150","m2",{"v":50,"d":"50.00"},null,0]
["3.2.2.6",null,"0.37m high to canal overflow wall curved to Radius 7000","m2",{"v":50,"d":"50.00"},null,0]
["3.2.2.7",null,"0.2m high to scour box floor","m2",{"v":10,"d":"10.00"},null,0]
["3.2.2.8",null,"5.37m high to scour box walls","m2",{"v":120,"d":"120.00"},null,0]
["3.2.2.9",null,"0.9m high to overflow box","m2",{"v":20,"d":"20.00"},null,0]
["3.2.3",null,"Smooth horizontal formwork to a degree of Accuracy II",{"$nulls":3},0]
["3.2.3.1",null,"Canal overflow soffit","m2",{"v":50,"d":"50.00"},null,0]
["3.2.3.2",null,"Overflow box soffit","m2",{"v":10,"d":"10.00"},null,0]
["3.2.4",null,"Inclined Smooth formwork to a degree of Accuracy II",{"$nulls":3},0]
["3.2.4.1",null,"Canal overflow lip curved to Radius 7000","m2",{"v":50,"d":"50.00"},null,0]
["3.2.5","8.2.6","Box Out Holes/Form Voids",{"$nulls":3},0]
["3.2.5.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",{"v":10,"d":"10.00"},null,0]
["3.2.5.2",null,"b) Small, square, of area up to and including 0,1 m² (irrespective of depth)","No",{"v":8,"d":"8.00"},null,0]
["3.2.5.3",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",{"v":10,"d":"10.00"},null,0]
["3.2.5.4",null,"d) Large, square, of area over 0,1m² and up and including to 0,5 m ² (irrespective of depth)","No",{"v":6,"d":"6.00"},null,0]
["3.3",null,"REINFORCEMENT",{"$nulls":3},0]
["3.3.1","8.3.1","Mild Steel Bars",{"$nulls":3},0]
["3.3.1.1",null,{"v":10,"d":"R10"},"t",{"v":2.4,"d":"2.40"},null,0]
["3.3.2","8.3.1","High Tensile Steel",{"$nulls":3},0]
["3.3.2.1",null,"Y 10","t",4.46,null,0]
["3.3.2.2",null,"Y 12","t",5.44,null,0]
["3.3.2.3",null,"Y 16","t",{"v":6.5,"d":"6.50"},null,0]
["3.3.2.4",null,"Y 20","t",{"v":8.5,"d":"8.50"},null,0]
["3.3.2.5",null,"Y 25","t",{"v":8.5,"d":"8.50"},null,0]
["3.3.2.6",null,"Y 32"]
["3.3.2.7",null,"Y 40"]
["3.4",null,"CONCRETE",{"$nulls":3},{"$f":"E202*F202","v":0}]
["3.4.1","8.4.1","Prescribed Concrete Mix",{"$nulls":3},0]
["3.4.1.1",null,"1:4 Cement/stone (19mm) no-fines concrete to subsoil drain","m3",{"v":108,"d":"108.00"},null,0]
["3.4.2","8.4.2","Blinding Layer in Concrete",{"$nulls":3},0]
["3.4.2.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":404.3,"d":"404.30"},null,0]
["3.4.3","8.4.3","Structural Concrete (30 MPa/20mm))",{"$nulls":3},0]
["3.4.3.1",null,"Floor","m3",106.57,null,0]
["3.4.3.2",null,"Footing","m3",{"v":40,"d":"40.00"},null,0]
["3.4.3.3",null,"Centre Column","m3",2.36,null,0]
["3.4.3.4",null,"Walls","m3",{"v":140,"d":"140.00"},null,0]
["3.4.3.5",null,"Canal Overflow","m3",{"v":30,"d":"30.00"},null,0]
["3.4.3.6",null,"Scour box & Overflow box","m3",{"v":10,"d":"10.00"},null,0]
["3.4.4","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["3.4.4.1",null,"a) Wood-floated finish (Top of Walls)","m2",{"v":230,"d":"230.00"},null,0]
["3.4.4.2",null,"b) Steel-floated finish (Walkways; 50mm Blinding)","m2",{"v":925,"d":"925.00"},null,0]
[3.5,null,"PIPEWORK: See Drawing G103 for details",{"$nulls":3},0]
[null,null,"Supply and install mild steel connector pipework to Clarifier, including, puddle pipes flange adaptors, etc complete. All steel pipes to be hot dipped galvanised coated.","Prov Sum",{"v":2,"d":"2.00"},{"v":350000,"d":"350,000.00"},{"v":700000,"d":"700,000.00"}]
["3.5.1",null,"A1 - 200mm Ø RSV Gate Valve","No",{"v":2,"d":"2.00"},null,0]
["3.5.2",null,"A2 - 200mm Ø x 200mm Ø Short Tee","No",{"v":2,"d":"2.00"},null,0]
["3.5.3",null,"A3 - 200mm Ø Distance piece","No",{"v":2,"d":"2.00"},null,0]
["3.5.4",null,"A4 - 200mm Ø Distance piece (Stainless Steel)","No",{"v":2,"d":"2.00"},null,0]
["3.5.5",null,"B1 - 400mm Ø Bellmouth","No",{"v":2,"d":"2.00"},null,0]
["3.5.6",null,"B2 - 400mm Ø x 90° Medium Radius Bend","No",{"v":2,"d":"2.00"},null,0]
["3.5.7",null,"B3 - 400mm Ø x Flange adaptor","No",{"v":2,"d":"2.00"},null,0]
["3.6",null,"SUBSOIL DRAINAGE",{"$nulls":3},0]
["3.6.1",null,"110 mm dia Perforated drainage pipe","m",{"v":100,"d":"100.00"},null,0]
["3.6.2",null,"SHEETING",{"$nulls":3},0]
["3.6.2.1",null,"250 Micron polythene sheeting","m2",{"v":900,"d":"900.00"},null,0]
["3.6.3",null,"MANHOLE",{"$nulls":3},0]
["3.6.3.1",null,"Standard precast concrete manhole including cover 1000mm dia","no",{"v":3,"d":"3.00"},null,0]
["TOTAL SECTION 3",{"$nulls":5},{"$f":"SUM(G154:G231)","v":{"v":700000,"d":"700,000.00"}}]
[4,null,"SECTION 4: FERRICK DOSING & SPLITTER BOXES"]
["4.1.1","SANS 1200 DA","EXCAVATION"]
["4.1.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",164.02,null,{"$f":"E235*F235","v":0}]
["4.1.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m3",184.41,null,0]
["4.1.1.3",null,"c) Extra over for",{"$nulls":3},0]
["4.1.1.3.1",null,"1) Intermediate excavation","m3",56.25,null,0]
["4.1.1.3.2",null,"2) Hard rock excavation","m3",47.25,null,0]
["4.1.1.4","8.3.2","Restricted Excavation",{"$nulls":3},0]
["4.1.1.4.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",{"v":37.5,"d":"37.50"},null,0]
["4.1.1.4.2",null,"b) Extra over for",{"$nulls":3},0]
["4.1.1.4.2.1",null,"1) Intermediate excavation","m3",18.75,null,0]
["4.1.1.4.2.2",null,"2) Hard rock excavation","m3",18.75,null,0]
["4.1.1.5","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations",{"$nulls":3},0]
["4.1.1.5.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",1.55,null,0]
["4.1.2","SANS 1200 G","FORMWORK",{"$nulls":3},0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates ",{"$nulls":3},0]
["4.1.2.1","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["4.1.2.1.1",null,"Walls","m2",{"v":328.71000000000004,"d":"328.71"},null,0]
["4.1.2.1.2",null,"1.8m high weir & 1.0m high weir","m2",56.25,null,0]
["4.1.2.2",null,"Smooth horizontal formwork to a degree of Accuracy II",{"$nulls":3},0]
["4.1.2.2.1",null,"Top of Mass Concrete Pipe Encasement","m2",{"v":7.5,"d":"7.50"},null,0]
["4.1.2.3",null,"Inclined Smooth formwork to a degree of Accuracy II",{"$nulls":3},0]
["4.1.2.3.1",null,"Top of Mass Concrete Pipe Encasement","m2",{"v":7.5,"d":"7.50"},null,0]
["4.1.2.4","8.2.6","Box Out Holes/Form Voids",{"$nulls":3},0]
["4.1.2.4.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",5.25,null,0]
["4.1.2.4.2",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",3.75,null,0]
["4.1.3",null,"REINFORCEMENT",{"$nulls":3},0]
["4.1.3.1","8.3.1","Mild Steel Bars",{"$nulls":3},0]
["4.1.3.1.1",null,{"v":10,"d":"R10"},"t",0.73,null,0]
["4.1.3.2","8.3.1","High Tensile Steel",{"$nulls":3},0]
["4.1.3.2.1",null,"Y 8","t",null,null,0]
["4.1.3.2.2",null,"Y 10","t",1.34,null,0]
["4.1.3.2.3",null,"Y 12","t",4.99,null,0]
["4.1.4",null,"CONCRETE",{"$nulls":3},0]
["4.1.4.1","8.4.2","Blinding Layer in Concrete",{"$nulls":3},0]
["4.1.4.1.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",70.27,null,0]
["4.1.4.2","8.4.3","Structural Concrete (30 MPa/20mm))",{"$nulls":3},0]
["4.1.4.2.1",null,"Floor","m3",3.06,null,0]
["4.1.4.2.2",null,"Walls","m3",38.72,null,0]
["4.1.4.2.3",null,"Weir","m3",{"v":7.5,"d":"7.50"},null,0]
["4.1.4.2.4",null,"Mass Concrete for pipe encasement","m3",18.75,null,0]
["4.1.4.3","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["4.1.4.3.1",null,"a) Wood-floated finish ","m2",{"v":10,"d":"10.00"},null,0]
["4.1.4.3.2",null,"b) Steel-floated finish  - Blinding, Floor & Top of Wall","m2",125.24,null,0]
["4.1.5",null,"Supply, install the,GYSOR, SHOWER,Toilets(2),washing basin and all the required fittings as per Engineer instruction at WWTW to be FULLY functional for the use of  operators","Sum",{"v":1,"d":"1.00"},null,0]
["TOTAL SECTION 4",{"$nulls":5},{"$f":"SUM(G235:G277)","v":0}]
[5,null,"SECTION 5: SLUDGE DRYING BEDS"]
[5.1,"SANS 1200 DA","EXCAVATION"]
["5.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain"]
["5.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered"]
["5.1.3",null,"c) Extra over for"]
["5.1.3.1",null,"1) Intermediate excavation","m3",{"v":350,"d":"350.00"},null,{"$f":"E284*F284","v":0}]
["5.1.3.2",null,"2) Hard rock excavation"]
["5.1.6","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations"]
["5.1.6.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)"]
[5.2,"SANS 1200 G","FORMWORK"]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates "]
["5.2.4","8.2.2","Smooth vertical formwork to a degree of Accuracy II"]
["5.2.4.1",null,"Floor 0.2m high"]
["4.1.2.10","8.2.6","Box Out Holes/Form Voids",{"$nulls":3},{"$f":"E292*F292","v":0}]
["4.1.2.10.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",{"v":72,"d":"72.00"},null,0]
[5.3,null,"REINFORCEMENT",{"$nulls":3},0]
["5.3.1","8.3.1","Mild Steel Bars",{"$nulls":3},0]
["5.3.1.2",null,{"v":10,"d":"R10"},"t",0.36,null,0]
["5.3.2","8.3.1","High Tensile Steel",{"$nulls":3},0]
["5.3.2.1",null,"Y 10"]
[5.4,null,"CONCRETE"]
["5.4.1","8.4.1","Prescribed Concrete Mix"]
["5.4.1.1",null,"1:4 Cement/stone (19mm) no-fines concrete to subsoil drain","m3",{"v":185.1,"d":"185.10"},null,{"$f":"E301*F301","v":0}]
["5.4.2","8.4.2","Blinding Layer in Concrete",{"$nulls":3},{"$f":"E302*F302","v":0}]
["5.4.2.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",2979.92,null,{"$f":"E303*F303","v":0}]
["5.4.3","8.4.3","Structural Concrete (25 MPa/19mm)"]
["5.4.3.1",null,"Floor"]
["5.4.4","8.4.4","Unformed Surface Finishes"]
["5.4.4.1",null,"a) Wood-floated finish to degree Accuracy II - Floor","m2",{"v":229.8199999999997,"d":"229.82"},null,{"$f":"E307*F307","v":0}]
["5.4.4.2",null,"b) Steel-floated finish to deg Accuracy II - Top of Wall","m2",{"v":264,"d":"264.00"},null,{"$f":"E308*F308","v":0}]
["5.4.5","8.4.5","Aggregate (19mm stone for subfloor drainage)","m3",351.81,null,{"$f":"E309*F309","v":0}]
[5.5,null,"BRICKWORK"]
["5.5.1",null,"Build the following brickwork according to the drawings and specifications including joints, brick force, dpc etc."]
["5.5.1.1",null,"For supply of material - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R6600 / 1000 bricks)","m2",{"v":86,"d":"86.00"},null,{"$f":"E312*F312","v":0}]
["5.5.1.2",null,"Labour only - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R6600 / 1000 bricks)","m2",{"v":86,"d":"86.00"},null,0]
[5.6,"SABS\n1200 MJ","PERFORATED BRICK FLOOR",{"$nulls":3},0]
[null,"8.2.2","Construction of perforated paving brick floor complete",{"$nulls":3},0]
["5.6.1",null,"85mm perforated brick floor","m2",{"v":2150,"d":"2150.00"},null,0]
[5.7,null,"GEO PIPE",{"$nulls":3},0]
["5.7.1",null,"65mm Ø Perforated Pipe","m",410.36,null,0]
["5.8",null,"PIPE SPECIALS AND FITTINGS: See Drawing G302 for details",{"$nulls":3},0]
[null,null,"Supply and install mild steel connector pipework to sludge drying beds, including, puddle pipes flange adaptors, etc complete. All steel pipes to be hot dipped galvanised coated.",{"$nulls":3},0]
["5.8.1",null,"A1 - 200mmØ SG IRON FLANGE ADAPTOR TO SUIT uPVC 200mmØ CLASS 9 PIPE","No",{"v":8,"d":"8.00"},null,0]
["5.8.2",null,"A2 - 200mm Ø FLANGED RESILIENT SEAL GATE VALVE, 16 BAR RATED, SABS 664 SPECIFICATION,\nSG IRON BODY & GATE, STAINLESS STEEL NON RISING SPINDLE, ANTI-CLOCKWISE CLOSING,\nCAP TOP FITTED, DOUBLE FLANGED AND DRILLED TO SABS 1123 TABLE 1600/3","No",{"v":16,"d":"16.00"},null,0]
["5.8.3",null,"A3 - 200mmØ MILD STEEL DISTANCE PIECE FLANGED BOTH ENDS","No",{"v":8,"d":"8.00"},null,0]
["5.8.4",null,"A4 - 200mmØ x 90°  MILD STEEL SHORT RADIUS BEND FLANGED BOTH ENDS","No",{"v":16,"d":"16.00"},null,0]
["5.8.5",null,"A5 - 200mmØ MILD STEEL DISTANCE PIECE FLANGED BOTH ENDS","No",{"v":8,"d":"8.00"},null,0]
["5.8.6",null,"A6 - 200mmØ MILD STEEL DISTANCE PIECE FLANGED BOTH ENDS","No",{"v":8,"d":"8.00"},null,0]
["5.8.7",null,"A7 - 200mmØ X 200mmØ MILD STEEL T-PIECE","No",{"v":10,"d":"10.00"},null,0]
["TOTAL SECTION 5",{"$nulls":5},{"$f":"SUM(G280:G327)","v":0}]
[6,null,"SECTION 6: BNR BALANCING PUMP STATION"]
["6.1","SANS 1200 DA","EXCAVATION"]
["6.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",631.25,null,{"$f":"E331*F331","v":0}]
["6.1.4","8.3.2","Restricted Excavation",{"$nulls":3},0]
["6.1.4.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",{"v":38,"d":"38.00"},null,0]
["6.2","SANS 1200 G","FORMWORK",{"$nulls":3},0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates ",{"$nulls":3},0]
["6.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III",{"$nulls":3},0]
["6.2.1.1",null,"Footings","m2",386.58,null,0]
["6.2.4","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["6.2.4.1",null,"Floor above N.G.L.","m2",{"v":108,"d":"108.00"},null,0]
["6.2.4.2",null,"Plinths","m2",67.32,null,0]
["6.2.4.3",null,"Walls","m2",{"v":143.4,"d":"143.40"},null,0]
["6.2.4.4",null,"Sump Wall panels","m2",{"v":86,"d":"86.00"},null,0]
["6.2.4.5",null,"Roof bunt wall","m2",{"v":270,"d":"270.00"},null,0]
["6.4",null,"REINFORCEMENT",{"$nulls":3},0]
["6.4.1","8.3.1","Mild Steel Bars",{"$nulls":3},0]
["6.4.1.1",null,{"v":10,"d":"R10"},"t",35.89,null,0]
["6.4.2","8.3.1","High Tensile Steel",{"$nulls":3},0]
["6.4.2.1",null,"Y 10","t",8.37,null,0]
["6.4.2.2",null,"Y 12","t",13.31,null,0]
["6.4.2.3",null,"Y 16","t",14.33,null,0]
["6.4.2.4",null,"Y 20","t",{"v":99,"d":"99.00"},null,0]
["6.5",null,"CONCRETE",{"$nulls":3},0]
["6.5.1","8.4.2","Blinding Layer in Concrete",{"$nulls":3},0]
["6.5.1.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",719.41,null,0]
["6.5.2","8.4.3","Structural Concrete (30 MPa/20mm))",{"$nulls":3},0]
["6.5.2.1",null,"300mm x 400mm Ground Beams","m3",{"v":25,"d":"25.00"},null,0]
["6.5.2.2",null,"200mm Floor","m3",{"v":162,"d":"162.00"},null,0]
["6.5.2.3",null,"300mm Plinths","m3",{"v":27,"d":"27.00"},null,0]
["6.5.2.4",null,"Roof bunt wall",{"$nulls":3},0]
["6.6","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["6.6.1",null,"a) Wood-floated finish","m2",{"v":750,"d":"750.00"},null,0]
["6.6.2",null,"b) Steel-floated finish","m2",832.57,null,0]
["6.6",8.6,"MANUFACTURE (OR SUPPLY) AND ERECT PRECAST ELEMENTS",{"$nulls":3},{"$f":"E363*F363","v":0}]
["6.6.1",null,"a) Precast prestressed hollow core slabs by perfect slabs or similar approved supplier. Rate to include the supply, delivery and installation of the precast elements","m2",{"v":648,"d":"648.00"},null,0]
["6.7",null,"BRICKWORK",{"$nulls":3},0]
["",null,"Build the following brickwork according to the drawings and specifications including joints, brick force, dpc etc",{"$nulls":3},0]
["6.7.1",null,"For supply of material - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000(Incl VAT) / 1000 bricks)","m2",{"v":1260,"d":"1260.00"},null,0]
["6.7.2",null,"Labour only - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000 (Incl VAT) / 1000 bricks)","m2",{"v":1260,"d":"1260.00"},null,0]
["6.8",null,"WINDOWS",{"$nulls":3},0]
["6.8.1",null,"Install and supply Windblock windows as per drawing specifications (400mm x 400mm)","No.",{"v":216,"d":"216.00"},null,0]
["6.8.2",null,"Install and supply Windblock Ventilation holes as per drawing specs (400mm x 400mm)","No.",{"v":108,"d":"108.00"},null,0]
["6.9",null,"DOORS",{"$nulls":3},0]
["6.9.1",null,"Provisional Sum Allowed for the supply and installation of a steel door","Prov Sum",{"v":1,"d":"1.00"},{"v":80000,"d":"80,000.00"},{"v":80000,"d":"80,000.00"}]
["6.9.2",null,"inside security doors","no",{"v":9,"d":"9.00"},null,0]
["6.9.3",null,"Ablution facility equipment","sum",{"v":1,"d":"1.00"},null,0]
["6.9.4",null,"Rainwater spouts","no",{"v":30,"d":"30.00"},null,0]
["6.10",null,"PIPE SPECIALS: Mild Steel 4,5mm wall thickness, standard epoxy (green colour) coating (See Drawing G600 for details)",{"$nulls":3},0]
["6.10.1",null,"A1 - 250mm Ø x 90° Flanged Mild Steel Medium Radius Bend","No",{"v":2,"d":"2.00"},null,0]
["6.10.2",null,"A2 - 250mm Ø RSV gate valve 16 Bar rated (AVK or similar approved) ","No",{"v":2,"d":"2.00"},null,0]
["6.10.3",null,"A3 - 250mm Ø Distance Piece Flanged Both Ends","No",{"v":1,"d":"1.00"},null,0]
["6.10.4",null,"A4 -250mm Ø x 45° Flanged Mild Steel Medium Radius Bend","No",{"v":1,"d":"1.00"},null,0]
["6.10.5",null,"A5 - 250mm Ø Distance Piece Flanged Both Ends","No",{"v":1,"d":"1.00"},null,0]
["6.10.6",null,"A6 - 250mm Ø x 45° Mild Steel Lateral Tee ","No",{"v":1,"d":"1.00"},null,0]
["6.10.7",null,"A7 - 250mm Ø Distance Piece Flanged One End with Thrust Ring","No",{"v":1,"d":"1.00"},null,0]
["6.10.8",null,"A8 - 250mm Ø Mild Steel Distance Piece with Flange Adapter Welded on Site to Suit uPVC Class 9 Pipe","No",{"v":2,"d":"2.00"},null,0]
["6.10.9",null,"A9 - 250mm Ø Mild Steel Distance Piece","No",{"v":1,"d":"1.00"},null,0]
["6.10.10",null,"B1 - 250mm Ø Bellmouth Flanged One End","No",{"v":1,"d":"1.00"},null,0]
["6.10.11",null,"B2 -250mm Ø x 90° Flanged Mild Steel Short Radius Bend","No",{"v":1,"d":"1.00"},null,0]
["6.10.12",null,"B3 - 250mm Ø Distance Piece Flanged Both Ends","No",{"v":1,"d":"1.00"},null,0]
["6.10.13",null,"B4 - 250mm Ø x 250mm Ø Tee","No",{"v":1,"d":"1.00"},null,0]
["6.10.14",null,"B5 - 250mm Ø Mild Steel Distance Piece","No",{"v":1,"d":"1.00"},null,0]
["6.10.15",null,"B6 - 250mm Ø RSV gate valve 16 Bar rated (AVK or similar approved) ","No",{"v":1,"d":"1.00"},null,0]
["TOTAL SECTION 6",{"$nulls":5},{"$f":"SUM(G331:G392)","v":{"v":80000,"d":"80,000.00"}}]
[7,null,"SECTION 7: EXISTING PUMP STATION UPGRADE"]
[7.1,"SANS 1200 DA","EXCAVATION"]
["7.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":30,"d":"30.00"},null,{"$f":"E396*F396","v":0}]
["7.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m3",{"v":76.149,"d":"76.15"},null,0]
["7.1.3",null,"c) Extra over for",{"$nulls":3},0]
["7.1.3.1",null,"1) Intermediate excavation","m3",{"v":15,"d":"15.00"},null,0]
["7.1.3.2",null,"2) Hard rock excavation","m3",{"v":15,"d":"15.00"},null,0]
["7.1.4","8.3.2","Restricted Excavation",null,{"v":0,"d":"0.00"},null,0]
["7.1.4.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",{"v":50,"d":"50.00"},null,0]
["7.1.4.2",null,"b) Extra over for",{"$nulls":3},0]
["7.1.4.2.1",null,"1) Intermediate excavation","m3",{"v":10,"d":"10.00"},null,0]
["7.1.4.2.2",null,"2) Hard rock excavation","m3",{"v":10,"d":"10.00"},null,0]
["7.1.6","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations",{"$nulls":3},0]
["7.1.6.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":15,"d":"15.00"},null,0]
[7.2,"SANS 1200 G","FORMWORK",{"$nulls":3},0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates ",{"$nulls":3},0]
["7.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III",{"$nulls":3},0]
["7.2.1.1",null,"0.2m high floor","m2",{"v":250,"d":"250.00"},null,0]
["7.2.4","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["7.2.4.1",null,"Walls","m2",{"v":202,"d":"202.00"},null,0]
["7.2.5",null,"Smooth horizontal formwork to a degree of Accuracy II",{"$nulls":3},0]
["7.2.5.1",null,"Cantilever Slab","m2",{"v":2.8000000000000003,"d":"2.80"},null,0]
["7.2.10","8.2.6","Box Out Holes/Form Voids",{"$nulls":3},0]
["7.2.10.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",{"v":5,"d":"5.00"},null,0]
["7.2.10.2",null,"b) Small, square, of area up to and including 0,1 m² (irrespective of depth)","No",{"v":5,"d":"5.00"},null,0]
["7.2.10.3",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",{"v":5,"d":"5.00"},null,0]
["7.2.10.4",null,"d) Large, square, of area over 0,1m² and up and including to 0,5 m ² (irrespective of depth) - Refer to Drawing F0060-02-G1102","No",{"v":5,"d":"5.00"},null,0]
[7.3,null,"REINFORCEMENT",{"$nulls":3},0]
["7.3.1","8.3.1","Mild Steel Bars",{"$nulls":3},0]
["7.3.1.2",null,{"v":10,"d":"R10"},"t",{"v":0.1,"d":"0.10"},null,0]
["7.3.2","8.3.1","High Tensile Steel",{"$nulls":3},0]
["7.3.2.2",null,"Y 10","t",{"v":0.3,"d":"0.30"},null,0]
["7.3.2.3",null,"Y 12","t",0.35,null,0]
["7.3.2.4",null,"Y 16","t",{"v":0.8,"d":"0.80"},null,0]
["7.3.2.5",null,"Y 20","t",{"v":2.5,"d":"2.50"},null,{"$f":"E428*F428","v":0}]
["7.3.2.6",null,"Y 25","t",{"v":0.8,"d":"0.80"},null,0]
[7.4,null,"CONCRETE",{"$nulls":3},0]
["7.4.2","8.4.2","Blinding Layer in Concrete",{"$nulls":3},0]
["7.4.2.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":30,"d":"30.00"},null,0]
["7.4.3","8.4.3","Structural Concrete (30 MPa/20mm))",{"$nulls":3},0]
["7.4.3.1",null,"Floor","m3",{"v":6,"d":"6.00"},null,0]
["7.4.3.2",null,"Walls","m3",{"v":26,"d":"26.00"},null,0]
["7.4.4","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["7.4.4.2",null,"b) Steel-floated finish to deg accuracy II - Floor & Top of Wall","m2",{"v":32,"d":"32.00"},null,0]
[7.5,8.5,"JOINTS",{"$nulls":3},0]
["7.5.1",null,"300mm wide Sikadur combiflex system by Sika (Alternative approved products may also be used)","m",{"v":32,"d":"32.00"},null,0]
["7.5.2",null,"Bond breaker 2 coats white PVA paint","m",{"v":32,"d":"32.00"},null,0]
["7.5.3",null,"10mm x 10mm Polysulfide joint sealant with primer complete with 10 x 10 form","m",{"v":32,"d":"32.00"},null,0]
["7.5.4",null,"230mm rearguard centre bulb PVC waterstop by Jayco (Alternative approved products may also be used)","m",{"v":32,"d":"32.00"},null,0]
[7.7,null,"GROUTING",{"$nulls":3},0]
["7.7.1","8.7","a) Under bases (or beds) - SLUICE GATE","m3",{"v":1,"d":"1.00"},null,0]
[7.8,"SABS 1200 G","HD BOLTS AND MISCELLANEOUS METAL WORK",{"$nulls":3},0]
["7.8.1",8.8,"Supply wall mounted fulton sluice gate (or similar)","Prov Sum",{"v":1,"d":"1.00"},{"v":42000,"d":"42,000.00"},{"v":42000,"d":"42,000.00"}]
[7.9,null,"RENOVATIONS & MAINTENANCE",{"$nulls":3},0]
["7.9.1",null,"LIGHTS & ELECTRICAL FITTINGS",{"$nulls":3},0]
["7.9.1.1",null,"Repair electrical work & Lighting","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
["7.9.2.1",null,"BRICKWORK",{"$nulls":3},0]
["7.9.2.1.1",null,"Patch","m2",{"v":50,"d":"50.00"},null,0]
["7.9.2.1.2",null,"Plaster","m2",{"v":50,"d":"50.00"},null,0]
["7.9.2.2",null,"WALLS",{"$nulls":3},0]
["7.9.2.2.1",null,"Patch","m2",{"v":50,"d":"50.00"},null,0]
["7.9.2.2.2",null,"Paint","m2",{"v":50,"d":"50.00"},null,0]
["7.9.3",null,"FLOORS",{"$nulls":3},0]
["7.9.3.1",null,"Repair with Self Levelling Screed","m2",77.95,null,0]
["7.9.3.2",null,"Paint","m2",{"v":100,"d":"100.00"},null,0]
["7.9.4",null,"DOORS",{"$nulls":3},0]
["7.9.4.1",null,"Replace Doors ","Prov Sum",{"v":1,"d":"1.00"},{"v":29850,"d":"29,850.00"},{"$f":"E460*F460","v":{"v":29850,"d":"29,850.00"}}]
["7.9.4.2",null,"Replace Doors Handles","Prov Sum",{"v":1,"d":"1.00"},{"v":14200,"d":"14,200.00"},{"v":14200,"d":"14,200.00"}]
["7.9.4.3",null,"Replace Doors Hinges","Prov Sum",{"v":1,"d":"1.00"},{"v":8500,"d":"8,500.00"},{"v":8500,"d":"8,500.00"}]
[null,null,"Paint Doors & Door Frames","Prov Sum",{"v":1,"d":"1.00"},{"v":32500,"d":"32,500.00"},{"v":32500,"d":"32,500.00"}]
["7.9.5",null,"WINDOWS",{"$nulls":3},0]
["7.9.5.1",null,"Replace Glazing - 6.38mm Low E Safety Glass","m2",{"v":150,"d":"150.00"},null,0]
["7.9.5.2",null,"Paint Window Frames","No",{"v":10,"d":"10.00"},null,0]
["7.9.5.3",null,"Repair Hinges","No",{"v":12,"d":"12.00"},null,0]
["7.9.6",null,"HANDRAILING",{"$nulls":3},0]
["7.9.6.1",null,"Handrail assembly complete, including all rails, stanchions, bends, end closures, bolts, nuts, washers etc (grade 304 stainless steel industrial type)","m",{"v":1,"d":"1.00"},null,0]
["7.9.7",null,"Clean Pump Station","Sum",{"v":1,"d":"1.00"},null,0]
["7.9.8",null,"PLINTHS FOR NEW PUMPS",{"$nulls":3},0]
["7.9.8.1",null,"Repair to Engineer's Satisfaction","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.00"}]
["TOTAL SECTION 7",{"$nulls":5},{"$f":"SUM(G396:G472)","v":{"v":227050,"d":"227,050.00"}}]
[8,null,"SECTION 8: STRUCTURAL & CIVIL MODIFICATIONS TO EXISTING WWTW"]
[8.1,null,"EXISTING ANAEROBIC POND DRAW OFF MANHOLES"]
["8.1.1",null,"Concrete modification /  repair work to existing control box (concrete 30 MPa/20mm)","m3",{"v":10,"d":"10.00"},null,{"$f":"E476*F476","v":0}]
["8.1.2",null,"Clean existing sludge draw off manholes and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,0]
[8.2,null,"EXISTING TRICKLING FILTER",{"$nulls":3},0]
["8.2.1",null,"Concrete modification /  repair work to existing trickling filter, concrete channels etc (concrete 30 MPa/20mm)","m3",{"v":10,"d":"10.00"},null,0]
["8.2.2",null,"Clean existing trickling filter and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,0]
["8.3","SABS 1200HA","HANDRAILING FOR PLANT",{"$nulls":3},0]
["8.3.1","8.3.2","Remove existing Handrailing and install new standard ball industrial type stainless steel Grade 304 complete including all post supports, bolts, nuts, bends etc","m",{"v":150,"d":"150.00"},null,0]
["8.4","PSW 15","PAINTING",{"$nulls":3},0]
["8.4.1","PSW 15.1.15","Supply all materials and apply strictly to manufacturers specification one coat universal undercoat and two coats enamel finish to : (colour to be advised)","m2",{"v":300,"d":"300.00"},null,0]
["8.5","PSW 15","FLOORS",{"$nulls":3},0]
["8.5.1",null,"Prepare and paint to the manufacturers specification all floor surfaces with an approved epoxy-based floor paint in two layers (red)","m2",{"v":350,"d":"350.00"},null,0]
["8.6","PSW 5","BRICKWORK MAINTENANCE",{"$nulls":3},0]
["8.6.1",null,"For supply of material - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000(Incl VAT) / 1000 bricks)","m2",217.15,null,0]
["8.6.2",null,"Labour only - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000 (Incl VAT) / 1000 bricks)","m2",217.15,null,0]
["8.6.3",null,"Patch","m2",{"v":150,"d":"150.00"},null,0]
["8.6.4",null,"Plaster","m2",{"v":150,"d":"150.00"},null,0]
["8.7",null,"EXISTING CLARIFIER - MODIFY TO SECONDARY CLARIFIER",{"$nulls":3},0]
["8.7.1",null,"Concrete modification /  repair work to existing clarifier (concrete 30 MPa/20mm)","m3",{"v":10,"d":"10.00"},null,0]
["8.7.2",null,"Clean existing clarifier and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,0]
["8.8",null,"FERICK DOSING",{"$nulls":3},0]
["8.8.1",null,"Concrete modification /  repair work to existing ferric dosing (concrete 30 MPa/20mm)","m3",{"v":20,"d":"20.00"},null,0]
["8.8.2",null,"Clean existing ferric dosing and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,0]
["8.9",null,"CHLORINE DOSING",{"$nulls":3},0]
["8.9.1",null,"Concrete modification /  repair work to existing chlorine dosing (concrete 30 MPa/20mm)","m3",{"v":20,"d":"20.00"},null,0]
["8.9.2",null,"Clean existing chlorine dosing and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,0]
["8.10",null,"CHLORINE CONTACT TANK ",{"$nulls":3},0]
["8.10.1",null,"Concrete modification /  repair work to existing chlorine contact tank (concrete 30 MPa/20mm)",{"$nulls":3},0]
["8.11","SANS 1200 G","FORMWORK",{"$nulls":3},0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates ",{"$nulls":3},0]
["8.11.1","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["8.11.1.1",null,"Walls","m2",76.25,null,0]
["8.11.2","8.2.6","Box Out Holes/Form Voids",{"$nulls":3},0]
["8.11.2.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth)","No",{"v":1,"d":"1.00"},null,0]
["8.11.2.2",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",{"v":1,"d":"1.00"},null,0]
["8.12",null,"REINFORCEMENT",{"$nulls":3},0]
["8.12.1","8.3.1","Mild Steel Bars",{"$nulls":3},0]
["8.12.1.1",null,{"v":10,"d":"R10"},"t",{"v":0.5,"d":"0.50"},null,0]
["8.12.2","8.3.1","High Tensile Steel",{"$nulls":3},0]
["8.12.2.1",null,"Y 10","t",{"v":0.5569999999999999,"d":"0.56"},null,0]
["8.12.2.2",null,"Y 12","t",{"v":1.081,"d":"1.08"},null,0]
["8.12.3",null,"Clean existing chlorine contact tank and remove all disposable material to suitable waste site","Sum",{"v":1,"d":"1.00"},null,0]
["TOTAL SECTION 8",{"$nulls":5},{"$f":"SUM(G476:G516)","v":0}]
[9,null,"SECTION 9: SITE WORKS & FENCING"]
[9.1,null,"FENCING"]
["9.1.1",null,"Clearing the fence line, 2 m wide strip","m",{"v":485,"d":"485.00"},null,{"$f":"E520*F520","v":0}]
["9.1.2",null,"New access gates",{"$nulls":3},0]
["9.1.2.1",null,"Fabricate and install new security gate 4,05m x 2,05m (vehicles) - Clear view visibility security gate complete including excavation, labour and all materials required. Anti cut robust wire and welded joints, anti climb gate.","No",{"v":4,"d":"4.00"},null,0]
["9.1.2.2",null,"Fabricate and install new security gate 1m x 2,05m (pedestrians) - - Clear view visibility security gate complete including excavation, labour and all materials required. Anti cut robust wire and welded joints, anti climb gate.","No",{"v":3,"d":"3.00"},null,0]
["9.1.3",null,"Clear view visibility security fence complete including excavation, labour and all materials required. Anti cut robust wire and welded joints, anti climb fence (Betafence 358 singleskin).","m",{"v":485,"d":"485.00"},null,0]
["9,1,4",null,"Guard House on Entrance as shown on Drawing F0060-G1502","Sum",{"v":1,"d":"1.00"},null,0]
[9.2,null,"MATURATING PONDS",{"$nulls":3},0]
["9.2.1",null,"Desludge & clear stormwater debris from Maturating pond as shown on drawing"]
[9.3,null,"MONITORING BOREHOLES"]
["9.3.1",null,"Site establishment","Sum",{"v":1,"d":"1.00"},null,{"$f":"E529*F529","v":0}]
["9.3.2",null,"Sighting of drilling target","No",{"v":2,"d":"2.00"},null,{"$f":"E530*F530","v":0}]
["9.3.3",null,"Drilling of monitoring borehole (Borehole sleeve must have a reinforced concrete collar [1m x 1m x 300mm] and must be equipped with a lockable lid that is protruding 500mm above ground level. The borehole must also be clearly identifiable by means of a pole marker, 1,8m high)","No",{"v":2,"d":"2.00"},null,{"$f":"E531*F531","v":0}]
["9.3.4",null,"Aquifer testing","No",{"v":2,"d":"2.00"},null,{"$f":"E532*F532","v":0}]
["TOTAL SECTION 9",{"$nulls":5},{"$f":"SUM(G520:G532)","v":0}]
[10,null,"SECTION 10: INTERCONNECTING PIPEWORK"]
["10.1","SABS\n1200 C","SITE CLEARANCE"]
["10.1.1","8.2.1 ","Clear and grub of site and remove all obstructions on pipeline route up to 3m wide","m",{"v":1500,"d":"1500.00"},null,{"$f":"E536*F536","v":0}]
["10.2","SABS\n1200 DB","EXCAVATION",{"$nulls":3},0]
["10.2.1",null,"Excavate by MACHINE in all materials up to 750mm wide pipe trenches for water pipes only, backfill, compact and dispose of surplus or unsuitable material for depths of:",{"$nulls":3},0]
[null,null,"Over and up to",{"$nulls":3},0]
["10.2.1.1","8.3.2(a)","0.0m to 1.5m","m",{"v":1199,"d":"1199.00"},null,0]
["10.2.1.2",null,"1.5m to 2.0m","m",{"v":50,"d":"50.00"},null,0]
["10.2.1.3",null,"2.0m to 2.5m","m",{"v":875,"d":"875.00"},null,0]
["10.2.1.4",null,"2.5m to 3.0m","m",{"v":897,"d":"897.00"},null,0]
[null,null,"Extra-over Item 12.2.1 for :",{"$nulls":3},0]
["10.2.2","8.3.2(b)","Hard Excavation","m3",{"v":695,"d":"695.00"},null,0]
["10.2.3","8.3.2(c)","Excavate and dispose of unsuitable material from trench bottom","m3",{"v":397,"d":"397.00"},null,0]
["10.2.4",null,"Excavate by HAND in all materials suitable for hand excavation for trenches up to 600mm wide pipe trenches for water pipes only, backfill, compact and dispose of surplus or unsuitable material for depths of:"]
["10.2.5","PSDB 3.4","Intermediate excavation"]
["10.2.6","PSDB 3.4","Hard excavation"]
["10.2.7","8.3.4 (a)\n(LI)","Shoring and safeguarding of trench to the satisfaction of the Engineer and the safety regulations","m",{"v":1500,"d":"1500.00"},null,{"$f":"E550*F550","v":0}]
["10.2.8","8.3.3.3","Finishing off of the site on completion of the works to the satisfaction of the Engineer, including levelling off, disposal of surplus material, etc","Sum",{"v":1,"d":"1.00"},null,0]
["10.3","SABS\n1200 LB","BEDDING (PIPES)",{"$nulls":3},0]
[null,null,"Provision of selected granular material for pipe bedding from the following sources :",{"$nulls":3},0]
["10.3.1","8.2.1","Trench excavation within 2 km","m3",{"v":329,"d":"329.00"},null,0]
["10.3.2","PSQ 5","Imported from borrow pit","m3",{"v":219,"d":"219.00"},null,0]
[null,null,"Provision of selected fill blanket to 200mm above the pipe from the following sources :",{"$nulls":3},0]
["10.3.3","8.2.1","Trench excavation within 2km","m3",93.98,null,0]
["10.3.4","PSQ 5","Imported from borrow pit","m3",{"v":106,"d":"106.00"},null,0]
["10.3.5","8.2.2.3","Provision of 19mm nominal size crushed stone aggregate required for bedding from commercial source when instructed by the Engineer","m3",{"v":83,"d":"83.00"},null,0]
["10.4","SABS\n1200 L","MEDIUM PRESSURE PIPELINES",{"$nulls":3},0]
["10.4.1",null,"uPVC-SANS 966-1 Class 9",{"$nulls":3},0]
[null,"8.2.1","Supply, handle, lay and bed uPVC Class 9 pipes irrespective of depth, with rubber ring couplings to SABS 966, test and disinfect",{"$nulls":3},0]
["10.4.1.1",null,"160mm Ø (148.8mm I.D.)  Class 9","m",{"v":56,"d":"56.00"},null,0]
["10.4.1.2",null,"200mm Ø (186mm I.D.)  Class 9","m",{"v":300,"d":"300.00"},null,0]
["10.4.1.3",null,"250mm Ø (232.6mm I.D.)  Class 9","m",{"v":150,"d":"150.00"},null,0]
["10.4.1.3.1",null,"250mm Ø (232.6mm I.D.)  Class 12 as per Engineers instruction","m",{"v":800,"d":"800.00"},null,0]
["10.4.1.4",null,"315mm Ø (293mm I.D.)  Class 9","m",{"v":300,"d":"300.00"},null,0]
["10.4.1.5",null,"355mm Ø (330.2mm I.D.)  Class 9","m",{"v":238,"d":"238.00"},null,0]
["10.4.1.6",null,"400mm Ø (372mm I.D.)  Class 9","m",{"v":200,"d":"200.00"},null,0]
["10.4.1.7",null,"450mm Ø (418.6mm I.D.)  Class 9","m",{"v":50,"d":"50.00"},null,0]
["10.5","SABS\n1200 L","SPECIALS AND FITTINGS",{"$nulls":3},0]
[null,"8.2.2","Extra-over Item 12.5 for the supply, lay and bed of fittings with socket-ended joints/plain ended joints, including cut lengths disinfected",{"$nulls":3},0]
["10.5.1",null,"Bends : uPVC  spigot and socket ended Class 16:",{"$nulls":3},0]
["10.5.1.1",null,"160mm dia x 11,25°","No",{"v":3,"d":"3.00"},null,0]
["10.5.1.2",null,"160mm dia x 22,5°","No",{"v":3,"d":"3.00"},null,0]
["10.5.1.3",null,"160mm dia x 45°","No",{"v":1,"d":"1.00"},null,0]
["10.5.1.4",null,"160mm dia x 90°","No",{"v":3,"d":"3.00"},null,0]
["10.5.1.5",null,"200mm dia x 11,25°","No",{"v":2,"d":"2.00"},null,0]
["10.5.1.6",null,"200mm dia x 22,5°","No",{"v":3,"d":"3.00"},null,0]
["10.5.1.7",null,"200mm dia x 45°","No",{"v":5,"d":"5.00"},null,0]
["10.5.1.8",null,"200mm dia x 90°","No",{"v":3,"d":"3.00"},null,0]
["10.5.1.9",null,"250mm dia x 11,25°","No",{"v":6,"d":"6.00"},null,{"$f":"E582*F582","v":0}]
["10.5.1.10",null,"250mm dia x 22,5°","No",{"v":3,"d":"3.00"},null,0]
["10.5.1.11",null,"250mm dia x 45°","No",{"v":1,"d":"1.00"},null,0]
["10.5.1.12",null,"250mm dia x 90°","No",{"v":3,"d":"3.00"},null,0]
["10.5.2",null,"SG Iron Flanged adaptors Class 25 to fit uPVC pipes drilled to SABS 1123 Table 16:",{"$nulls":3},0]
["10.5.2.1",null,"160mm dia","No",{"v":5,"d":"5.00"},null,0]
["10.5.2.2",null,"200mm dia","No",{"v":10,"d":"10.00"},null,0]
["10.5.2.3",null,"250mm dia","No",{"v":10,"d":"10.00"},null,0]
["10.5.3",null,"Bends: Steel Fabricated Class 25 (Epoxy Coated) plain ended to fit uPVC pipes:",{"$nulls":3},0]
["10.5.3.1",null,"315mm dia x 11,25°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.2",null,"315mm dia x 22,5°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.3",null,"315mm dia x 45°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.4",null,"315mm dia x 90°","No",{"v":1,"d":"1.00"},null,0]
["10.5.3.5",null,"355mm dia x 11,25°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.6",null,"355mm dia x 22,5°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.7",null,"355mm dia x 45°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.8",null,"355mm dia x 90°","No",{"v":1,"d":"1.00"},null,0]
["10.5.3.9",null,"400mm dia x 11,25°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.10",null,"400mm dia x 22,5°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.11",null,"400mm dia x 45°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.12",null,"400mm dia x 90°","No",{"v":1,"d":"1.00"},null,0]
["10.5.3.13",null,"450mm dia x 11,25°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.14",null,"450mm dia x 22,5°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.15",null,"450mm dia x 45°","No",{"v":2,"d":"2.00"},null,0]
["10.5.3.16",null,"450mm dia x 90°","No",{"v":1,"d":"1.00"},null,0]
["10.5.4",null,"Steel Fabricated Flanged adaptors Class 25 Plain-ended to fit uPVC pipes: ",{"$nulls":3},0]
["10.5.4.1",null,"315mm dia F.A.","No",{"v":8,"d":"8.00"},null,0]
["10.5.4.2",null,"355mm dia F.A.","No",{"v":4,"d":"4.00"},null,0]
["10.5.4.3",null,"400mm dia F.A.","No",{"v":4,"d":"4.00"},null,0]
["10.5.4.4",null,"450mm dia F.A.","No",{"v":2,"d":"2.00"},null,0]
[10.6,null,"CONCRETE THRUST BLOCKS",{"$nulls":3},0]
["10.6.1",null,"ANCHOR BLOCKS FOR PIPES UP TO 300mm diameter",{"$nulls":3},0]
["10.6.1.1","8.2.11","15 MPa concrete anchor blocks for water pipes including all shuttering, excavation, etc as shown on drawings","m3",{"v":40,"d":"40.00"},null,{"$f":"E614*F614","v":0}]
[10.7,null,"CONNECTION TO EXISTING SEWER PIPES",{"$nulls":3},0]
["10.7.1",null,"Supply all labour and material (fittings) to connect to main supply pipeline including excavation backfill, disposal of surplus material, cutting of pipes and moving of fittings and making good","No",{"v":6,"d":"6.00"},null,0]
["TOTAL SECTION 10",{"$nulls":5},{"$f":"SUM(G536:G616)","v":0}]
[11,null,"SECTION 11: NAMAHADI PUMP STATION RISING MAIN"]
["11.1","SABS\n1200 C","SITE CLEARANCE"]
["11.1.1","8.2.1 ","Clear and grub of site and remove all obstructions on pipeline route up to 3m wide","m",{"v":113.31999999999994,"d":"113.32"},null,{"$f":"E620*F620","v":0}]
["11.1.2",null,"a) Girth over 600mm up to 1000mm"]
["11.1.3",null,"b) Girth over 1000mm up to 2000mm"]
["11.1.4",null,"c) Girth over 2000mm up to 3000mm","No",{"v":1,"d":"1.00"},null,{"$f":"E623*F623","v":0}]
["11.2","SABS\n1200 DB","EXCAVATION"]
["11.2.1",null,"Excavate by MACHINE in all materials up to 1050mm wide pipe trenches for sewer water pipes only, backfill, compact and dispose of surplus or unsuitable material for depths of:"]
[null,null,"Over and up to"]
["11.2.1.1","8.3.2(a)","0.0m to 1.5m"]
["11.2.1.2",null,"1.5m to 2.0m","m",941.55,null,{"$f":"E628*F628","v":0}]
["11.2.1.3",null,"2.0m to 2.5m","m",{"v":80,"d":"80.00"},null,0]
["11.2.1.4",null,"2.5m to 3.0m","m",{"v":65,"d":"65.00"},null,0]
[null,null,"Extra-over Item 13.2.1 for :",{"$nulls":3},0]
["11.2.2","8.3.2(b)","Hard Excavation","m3",363.09,null,0]
["11.2.3","8.3.2(c)","Excavate and dispose of unsuitable material from trench bottom","m3",{"v":380,"d":"380.00"},null,0]
["11.2.4",null,"Excavate by HAND in all materials suitable for hand excavation for trenches up to 600mm wide pipe trenches for water pipes only, backfill, compact and dispose of surplus or unsuitable material for depths of:","m3",{"v":25,"d":"25.00"},null,0]
["11.2.5","PSDB 3.4","Intermediate excavation","m3",{"v":40.19999999999999,"d":"40.20"},null,0]
["11.2.6","PSDB 3.4","Hard excavation","m3",{"v":900,"d":"900.00"},null,0]
["11.2.7","8.3.4 (a)\n(LI)","Shoring and safeguarding of trench to the satisfaction of the Engineer and the safety regulations","m",{"v":1250,"d":"1250.00"},null,0]
["11.2.8","8.3.3.3","Soilcrete backfill (7% cement) at crossings with existing streets and compact to 93% Mod. AASHTO density where ordered by the Engineer","m3",{"v":20,"d":"20.00"},null,0]
["11.2.9","8.3.3.3","Finishing off of the site on completion of the works to the satisfaction of the Engineer, including levelling off, disposal of surplus material, etc","Sum",{"v":1,"d":"1.00"},null,0]
["11.3","SABS\n1200 LB","BEDDING (PIPES)"]
[null,null,"Provision of selected granular material for pipe bedding from the following sources :"]
["11.3.1","8.2.1","Trench excavation within 2 km","m3",264.46,null,{"$f":"E642*F642","v":0}]
["11.3.2","PSQ 5","Imported from borrow pit","m3",{"v":66.5,"d":"66.50"},null,0]
[null,null,"Provision of selected fill blanket to 200mm above the pipe from the following sources :",{"$nulls":3},0]
["11.3.3","8.2.1","Trench excavation within 2km","m3",{"v":250,"d":"250.00"},null,0]
["11.3.4","PSQ 5","Imported from borrow pit","m3",{"v":70,"d":"70.00"},null,0]
["11.3.5","8.2.2.3","Provision of 19mm nominal size crushed stone aggregate required for bedding from commercial source when instructed by the Engineer","m3",{"v":88.96000000000001,"d":"88.96"},null,0]
["11.4","SABS\n1200 L","MEDIUM PRESSURE PIPELINES",{"$nulls":3},0]
["11.4.1",null,"HDPE Class PN12.5",{"$nulls":3},0]
[null,"8.2.1","Supplying, laying and jointing of HDPE Class PN12.5 pipes irrespective of depth. Jointing of pipes using in-situ butt welding, test and disinfect",{"$nulls":3},0]
["11.4.1.1",null,"500mm Ø (420,6mm I.D.)  Class PN12.5 , PE100","m",313.32,null,0]
["11.5","SABS\n1200 L","SPECIALS AND FITTINGS",{"$nulls":3},0]
["11.5.1",null,"HDPE Fabricated seamless bends, plain ended. Fittings to be joined by butt welding procedure. ",{"$nulls":3},0]
["11.5.1.3",null,"500mm dia x 45° (L = 830mm; R = 1500))","No",{"v":2,"d":"2.00"},null,0]
["11.5.1.4",null,"500mm dia x 90° (L = 1705mm; R = 1500))","No",{"v":4,"d":"4.00"},null,0]
["11.5.2",null,"SPECIALS & FITTINGS :  Mild Steel Pipe and Fittings (Wall Thickness = 4,5mm) as indicated on Pipe Schedule on Drw No's. F0060-G400 & G500. Flanges Drilled to SABS 1123 1600/3. Manufacturer's standard epoxy coating.",{"$nulls":3},0]
["11.5.2.1",null,"A1 - Mild Steel Flange Adapter to suit 500mmØ HDPE Class PN12.5"," No",{"v":6,"d":"6.00"},null,0]
["11.5.2.2",null,"A2 - 450mmØ Mild steel distance piece with thrust ring"," No",{"v":6,"d":"6.00"},null,0]
["11.5.2.3",null,"A3 - 450mmØ x 300mmØ Mild steel Reducing T"," No",{"v":3,"d":"3.00"},null,0]
["11.5.2.4",null,"A3.1 - 300mmØ x 100mmØ Mild steel Reducing T"," No",{"v":3,"d":"3.00"},null,0]
["11.5.2.5",null,"B1 - Mild Steel Flange Adapter to suit 200mmØ u-PVC Class 12 pipe"," No",{"v":6,"d":"6.00"},null,0]
["11.5.2.6",null,"B2 - 450mmØ x 200mmØ Mild steel Reducing T"," No",{"v":3,"d":"3.00"},null,0]
["11.5.2.7",null,"B3 - 200mmØ Viking Johnson Coupling"," No",{"v":3,"d":"3.00"},null,0]
["11.5.2.8",null,"B4 - 200mmØ Mild steel distance piece with thrust ring"," No",{"v":3,"d":"3.00"},null,0]
["11.5.2.9",null,"B6 - 200mmØ Mild steel distance piece with thrust ring"," No",{"v":3,"d":"3.00"},null,0]
["11.5.2.10",null,"B7 - Mild Steel Flange Adapter to suit 200mmØ u-PVC Class 9","No",{"v":3,"d":"3.00"},null,0]
["11.5.3",null,"SCOUR VALVE : Resilient Seal Gate Valve, SABS 665 specification, SG iron body & gate, standard gunmetal press fitted seats, stainless steel non-rising spindle, anti-clockwise closing, handwheel operated, double flanged and drilled to SABS 1123. Manufacturers standard epoxy paint (Sigma guard EHB or similar) to a DFT of 250 microns. (AVK, HAWLE or similar approved)",{"$nulls":3},0]
["11.5.3.1",null,"200mm diameter Class 10 Drilled to T1600/2"," No",{"v":3,"d":"3.00"},null,0]
["11.5.3.2",null,"250mm diameter Class 10 Drilled to T1600/3"," No",{"v":3,"d":"3.00"},null,0]
["11.5.3.3",null,"300mm diameter Class 10 Drilled to T1600/3 "," No",{"v":1,"d":"1.00"},null,0]
["11.5.4",null,"AIR RELEASE & VACUUM BREAK VALVES : \"VAG\" air release and vacuum break valve, Figure RBX series, flange studded to SABS 1123. Mild steel fusion bonded epoxy coated ends, stainless steel 304 barrel and trim. ABS plastic top cover, EPDM rubber seats and seals.",{"$nulls":3},0]
["11.5.4.1",null,"80mm diameter Class 10 Drilled to T1600/3 "," No",{"v":1,"d":"1.00"},null,0]
["11.5.4.2",null,"100mm diameter Class 10 Drilled to T1600/3"," No",{"v":3,"d":"3.00"},null,0]
["11.5.5",null,"ISOLATING VALVES for Air valves: Resilient seal gate valve, SABS 664 specification, stainless steel non-rising spindle, anti-clockwise closing, Handwheel operated, S.G. iron body & bonnet complete with factory standard blue fusion bonded epoxy coating internally and externally to a minimum dry film thickness of 300 micron. Double flanged and drilled to SABS 1123. (AVK, HAWLE or similar approved)",{"$nulls":3},{"$f":"E674*F674","v":0}]
["11.5.5.1",null,"80mm diameter Class 10 Drilled to T1600/3 "," No",{"v":1,"d":"1.00"},null,0]
["11.5.5.2",null,"100mm diameter Class 10 Drilled to T1600/3 "," No",{"v":3,"d":"3.00"},null,0]
["11.5.6",null,"HDPE (16 Bar working pressure) Fabricated Stub Flanges welded to HDPE pipe. Stub Flange to suit Steel Flange (SANS 1123, Table 1600/3):",{"$nulls":3},0]
["11.5.6.1",null,"500mm diameter","No",{"v":32,"d":"32.00"},null,0]
[11.6,null,"PIPELINE MARKERS",{"$nulls":3},0]
["11.6.1",null,"Supply all labour and material for concrete pipeline markers as per the water general details. Concrete markers to be supplied at change of horizontal direction","No",{"v":16,"d":"16.00"},null,0]
[11.7,null,"CONNECTION TO EXISTING WATER NETWORK",{"$nulls":3},0]
["11.7.1",null,"Supply all labour and material (fittings) to connect to main supply pipeline including excavation backfill, disposal of surplus material, cutting of pipes and moving of fittings and making good","Prov Sum",{"v":1,"d":"1.00"},{"v":50000,"d":"50,000.00"},{"v":50000,"d":"50,000.0"}]
["11.8","SANS 1200 DA","AIR AND SCOUR VALVE CHAMBERS",{"$nulls":3},0]
["11.8.1",null,"EXCAVATION",{"$nulls":3},0]
["11.8.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":30,"d":"30.00"},null,0]
["11.8.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m3",{"v":70,"d":"70.00"},null,0]
[null,null,"c) Extra over for",{"$nulls":3},0]
["11.8.1.3",null,"1) Intermediate excavation","m3",{"v":20,"d":"20.00"},null,0]
["11.8.1.4",null,"2) Hard rock excavation","m3",{"v":10,"d":"10.00"},null,0]
["11.8.1.5","8.3.2","Restricted Excavation",{"$nulls":3},0]
["11.8.1.5.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",{"v":20,"d":"20.00"},null,0]
[null,null,"b) Extra over for",{"$nulls":3},0]
["11.8.1.5.2",null,"1) Intermediate excavation","m3",{"v":5,"d":"5.00"},null,0]
["11.8.1.5.3",null,"2) Hard rock excavation","m3",{"v":5,"d":"5.00"},null,0]
["13.8.1.6","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations",{"$nulls":3},0]
["11.8.1.7",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":50,"d":"50.00"},null,0]
["11.8.2","SANS 1200 G","FORMWORK",{"$nulls":3},0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates ",{"$nulls":3},0]
["11.8.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III",{"$nulls":3},0]
["11.8.2.1.1",null,"Walls","m2",{"v":90,"d":"90.00"},null,0]
["11.8.2.3","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["11.8.2.3.1",null,"Walls","m2",{"v":75,"d":"75.00"},null,0]
["11.8.2.4",null,"Smooth horizontal formwork to a degree of Accuracy II",{"$nulls":3},0]
["11.8.2.4.1",null,"Top of Manhole base wall - 50mm","m2",{"v":1,"d":"1.00"},null,0]
["11.8.2.5","8.2.6","Box Out Holes/Form Voids",{"$nulls":3},0]
["11.8.2.5.1",null,"a) Small, circular, of diameter up to and including 0,35 m (irrespective of depth) - 100mmɸ Opening for Sluice gate Spindle, Refer to Drawing F0060-02-G1102","No",{"v":6,"d":"6.00"},null,{"$f":"E706*F706","v":0}]
["11.8.2.5.3",null,"c) Large, circular, of diameter over 0,35 m up to and including 0,1 m² (irrespective of depth)","No",{"v":6,"d":"6.00"},null,0]
["11.8.3",null,"REINFORCEMENT",{"$nulls":3},0]
[null,"8.3.1","Mild Steel Bars",{"$nulls":3},0]
["11.8.3.1",null,{"v":8,"d":"R8"},"t",0.02,null,0]
[null,"8.3.1","High Tensile Steel",{"$nulls":3},0]
["11.8.3.3",null,"Y 10","t",0.25,null,0]
["11.8.3.4",null,"Y 12","t",{"v":2,"d":"2.00"},null,0]
["11.8.4",null,"CONCRETE",{"$nulls":3},0]
["11.8.4.1","8.4.2","Blinding Layer in Concrete",{"$nulls":3},0]
["11.8.4.1.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":30,"d":"30.00"},null,0]
["11.8.4.2","8.4.3","Structural Concrete 30 MPa",{"$nulls":3},0]
["11.8.4.2.1",null,"Floor","m3",{"v":6,"d":"6.00"},null,0]
["11.8.4.2.2",null,"Walls","m3",{"v":16,"d":"16.00"},null,0]
["11.8.4.3","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["11.8.4.3.1",null,"a) Wood-floated finish to degree Accuracy II","m2",{"v":10,"d":"10.00"},null,0]
["11.8.4.3.2",null,"b) Steel-floated finish to deg accuracy II - Floor & Top of Wall","m2",{"v":31,"d":"31.00"},null,0]
["11.9",8.6,"MANUFACTURE (OR SUPPLY) AND ERECT PRECAST ELEMENTS",{"$nulls":3},0]
["11.9.1",null,"Cover Slab - Refer to drawing F0060-02-G400","No",{"v":3,"d":"3.00"},null,0]
["11.9.2",null,"Cover Slab - Refer to drawing F0060-02-G500","No",{"v":3,"d":"3.00"},null,0]
["11.9.3",null,"Precast circular rings (1250mmØ) for manhole with total depth of 1.5m - 2.0m  - Refer to drawing F0060-02-G500","No",{"v":3,"d":"3.00"},null,0]
["11.10",null,"Repairs to the existing pipe line",{"$nulls":3},0]
["11.10.1",null,"Allow for leaks detector on the existing pipe line 200mm - 300mm diameter","Sum",{"v":1,"d":"1.00"},null,0]
["11.10.2",null,"Repairing  as per the  above  findings","Sum",{"v":1,"d":"1.00"},null,0]
["TOTAL SECTION 11",{"$nulls":5},{"$f":"SUM(G620:G729)","v":{"v":50000,"d":"50,000.00"}}]
[12,null,"SECTION 12: ROAD WORKS"]
["12.1","SABS 1200DM","EARTHWORKS (Roads, Subgrade)"]
["12.1.1","8.3.1","Clear and Grub the site to the satisfaction of the Engineer","Ha",{"v":0.5,"d":"0.50"},null,{"$f":"E733*F733","v":0}]
["12.1.2","8.3.2","Removal of topsoil to a nominal depth of 100mm, stockpile for use on sidewalks and disposal of surplus/unsuitable material, stockpiling and maintaining","m3",{"v":3222,"d":"3222.00"},null,0]
["12.1.3",null,"Supply, place and level dump rock to stabilize roadbed (only on instruction of the Engineer)","m3",{"v":100,"d":"100.00"},null,0]
["12.1.4","8.3.4","Cut to fill and compact to 90% Mod. AASHTO density","m3",{"v":250,"d":"250.00"},null,0]
["12.1.5","8.3.4","Borrow to fill and compact to 90% Mod. AASHTO density (behind kerbs etc.)","m3",{"v":350,"d":"350.00"},null,0]
["12.1.6","8.3.7","Cut to spoil ","m3",{"v":1351,"d":"1351.00"},null,0]
["12.1.7","8.3.7","Cut to stockpile","m3",{"v":350,"d":"350.00"},null,0]
["12.1.8","8.3.10","Material bladed to windrow on instruction from the Engineer","m3",{"v":642,"d":"642.00"},null,0]
["12.1.9","8.3.12","Overhaul","m3.km",{"v":6755,"d":"6755.00"},null,0]
["12.1.10","8.3.13","Surface finishes: ",{"$nulls":3},0]
["12.1.9.1",null,"Top soiling: Placing and compact 80mm thick Topsoil on sidewalks 1000mm wide behind kerbs of material from stockpile","m2",{"v":1100,"d":"1100.00"},null,0]
["12.1.9.2",null,"Grassing: Placing and compacting of grass as approved and indicated by the engineer","m2",{"v":275,"d":"275.00"},null,0]
["12.1.10","8.3.3","ROAD BED",{"$nulls":3},0]
["12.1.10.1",null,"Treatment / Preparation of road-bed material and compaction of material to:",{"$nulls":3},0]
["12.1.10.1.1",null,"1) Minimum of 90% of Mod. AASHTO density (Layer thickness: 150mm)","m3",{"v":642,"d":"642.00"},null,0]
["12.1.10.2",null,"In-place treatment of road-bed in intermediate or hard rock material by:",{"$nulls":3},0]
["12.1.10.2.1",null,"1) Ripping","m3",{"v":96.3,"d":"96.30"},null,0]
["12.1.10.2.2",null,"2) Blasting","m3",{"v":96.3,"d":"96.30"},null,0]
["12.1.11","8.3.5","MASS FILL",{"$nulls":3},0]
["12.1.11.1",null,"Material obtained from a commercial source:",{"$nulls":3},0]
["12.1.11.1.1",null,"G9 / GS / 7 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":2500,"d":"2500.00"},null,0]
["12.1.12","8.3.5","SELECTED LAYER",{"$nulls":3},0]
["12.1.12.1",null,"Material obtained from a commercial source:",{"$nulls":3},0]
["12.1.12.1.1",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":642,"d":"642.00"},null,0]
["12.2","SABS 1200ME","SUBBASE",{"$nulls":3},0]
["12.2.1","8.3.3 PSME 2.1","Material obtained from a commercial source:",{"$nulls":3},0]
["12.2.1.1",null,"G5 / GWC / 45 / 6 Compacted to 95% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":270,"d":"270.00"},null,0]
["12.2.1.2",null,"C4 / SG / 1200 / 12 Compacted to 100% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":439,"d":"439.00"},null,0]
["12.2.2","8.3.5","Process subbase material by the following processes, as relevant, and use in the subbase:",{"$nulls":3},0]
["12.2.1",null,"d) Stabilization","m3",{"v":439,"d":"439.00"},null,0]
["12.2.3",null,"Extra-over Item 14.2.4.4 for processing subbase material for chemical stabilization",{"$nulls":3},0]
[null,"8.3.8","Stabilizing agent:",{"$nulls":3},0]
["12.2.3.1",null,"b) Portland Cement","t",26.34,null,{"$f":"E765*F765","v":0}]
["12.3","SABS\n1200 MJ","SEGMENTED PAVING BLOCKS",{"$nulls":3},0]
[null,"8.2.2","Construction of paving complete by using concrete interlocking paving blocks 80 mm, type S-A Natural Grey colour\" laid to constant pattern  including 20mm thick bedding and jointing sand with \"Hyvar-X\" weed killer mixed into bedding sand at a rate of 35g/m2 and rolling to locked-up conditions\"",{"$nulls":3},0]
["12.3.1",null,"60mm Blocks","m2",{"v":2925,"d":"2925.00"},null,0]
["12.3.2",null,"Extra over for blend colour","m2",{"v":2925,"d":"2925.00"},null,0]
[12.4,"SABS 1200 MK","CONCRETE KERBING AND CHANNELLING",{"$nulls":3},0]
["12.4.1",null,"Supply and place precast MOUNTABLE concrete kerbing as detailed on drawings (Class 25/20 concrete)",{"$nulls":3},0]
["12.4.1.1",null,"Figure 8c pre-cast kerbing","m",{"v":800,"d":"800.00"},null,0]
["12.4.1.2",null,"Supply and place pre-cast concrete 150mm wide END STRIP as shown on drawing (Class 25/20 concrete)","m",{"v":300,"d":"300.00"},null,0]
["12.4.1.3",null,"Supply and place cast in-situ concrete TRANSITION kerbs 2.0m long between any two different types of kerbing (Class 25/20 concrete)","No",{"v":4,"d":"4.00"},null,0]
["12.5",null,"STORMWATER DRAINAGE",{"$nulls":3},0]
["12.5.1","SANS 1200 DA","EXCAVATION",{"$nulls":3},0]
["12.5.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":1800,"d":"1800.00"},null,0]
["12.5.1.2",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m3",{"v":730,"d":"730.00"},null,0]
["12.5.1.3",null,"c) Extra over for",{"$nulls":3},0]
["12.5.1.3.1",null,"1) Intermediate excavation","m3",{"v":145,"d":"145.00"},null,0]
["12.5.1.3.2",null,"2) Hard rock excavation","m3",{"v":110,"d":"110.00"},null,0]
["12.5.1.4","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations",{"$nulls":3},0]
["12.5.1.5",null,"G7 / GS / 15 / 12 Compacted to 93% of Mod. AASHTO Density (Layer thickness: 150mm)","m3",{"v":15,"d":"15.00"},null,0]
["12.5.1.6",null,"CANAL BED PREPARATION",{"$nulls":3},0]
["12.5.1.7",null,"Rip insitu material to a depth of 150mm and compact to 90% Mod AASHTO density","m3",{"v":170,"d":"170.00"},null,0]
["12.5.1.8","8.3.7","Cut to spoil","m3",{"v":67.3,"d":"67.30"},null,0]
[12.6,"SABS 1200 LE","STORMWATER CULVERTS",{"$nulls":3},0]
[null,null,"Supply, handle, lay and bed concrete culverts Class 75S with ogee joints on concrete floor:",{"$nulls":3},0]
["12.6.1",null,"Precast Concrete Box Culvert (2.1m (w) x 1.1m (d)","m",{"v":18,"d":"18.00"},null,0]
["12.7","SANS 1200 G","FORMWORK",{"$nulls":3},0]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates ",{"$nulls":3},0]
["12.7.1","8.2.2","Smooth vertical formwork to a degree of Accuracy II",{"$nulls":3},0]
["12.7.1.1",null,"Concrete Culvert","m2",{"v":63,"d":"63.00"},null,0]
["12.7.2",null,"Smooth horizontal formwork to a degree of Accuracy II",{"$nulls":3},0]
["12.7.2.1",null,"Bottom of road edge (Culvert)","m2",{"v":3,"d":"3.00"},null,0]
["12.7.3",null,"Inclined Smooth formwork to a degree of Accuracy II",{"$nulls":3},0]
["12.7.3.1",null,"Wingwall","m2",{"v":3,"d":"3.00"},null,{"$f":"E797*F797","v":0}]
["12.8",null,"REINFORCEMENT",{"$nulls":3},0]
["12.8.1","8.3.2","High-Tensile Welded Mesh",{"$nulls":3},0]
["12.8.1.1",null,"Ref 888 (12 mm wire dia)","m2",{"v":190,"d":"190.00"},null,0]
["12.8.1.2",null,"Ref 193 (5,6 mm wire dia)","m2",1735.24,null,0]
["12.9",null,"CONCRETE",{"$nulls":3},0]
["12.9.1","8.4.2","Blinding Layer in Concrete",{"$nulls":3},0]
["12.9.1.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",{"v":110,"d":"110.00"},null,0]
["12.9.2","8.4.3","Structural Concrete 25 MPa",{"$nulls":3},0]
["12.9.2.1",null,"1.8m stormwater canals","m3",{"v":300,"d":"300.00"},null,0]
["12.9.2.2",null,"1.2m stormwater canals","m3",{"v":54,"d":"54.00"},null,0]
["12.9.2.3",null,"Culvert Floor","m3",{"v":10,"d":"10.00"},null,0]
["12.9.2.4",null,"In and outlet stormwater structure","m3",{"v":14,"d":"14.00"},null,0]
["12.9.3","8.4.4","Unformed Surface Finishes",{"$nulls":3},0]
["12.9.3.1",null,"a) Steel-floated finish (Floor and Top of Walls)","m2",{"v":103,"d":"103.00"},null,0]
["12.9.4",8.5,"JOINTS",{"$nulls":3},0]
["12.9.4.1",null,"Forming of expansion joint for stormwater canals every 2m as per drawings","No",{"v":530,"d":"530.00"},null,0]
["TOTAL SECTION 12",{"$nulls":5},{"$f":"SUM(G733:G813)","v":0}]
["13",null,"SECTION 13: LABORATORY BUILDING"]
["13.1","SANS 1200 DA","EXCAVATION"]
["13.1.1","8.3.1","a) Remove top soil to a nominal depth of 150mm, stockpile and maintain","m2",{"v":7,"d":"7.00"},null,{"$f":"E817*F817","v":0}]
["13.1.4","8.3.2","Restricted Excavation",{"$nulls":3},{"$f":"E818*F818","v":0}]
["13.1.4.1",null,"a) Excavate for restricted foundations, footings and trenches in all materials and use for backfill or embankment or dispose","m3",{"v":5,"d":"5.00"},null,{"$f":"E819*F819","v":0}]
["13.2","SANS 1200 G","FORMWORK",{"$nulls":3},{"$f":"E820*F820","v":0}]
[null,null,"Note: 50mm chamfers to all corners included in formwork rates ",{"$nulls":3},{"$f":"E821*F821","v":0}]
["13.2.1","8.2.1","Rough vertical formwork to a degree of Accuracy III"]
["13.2.1.1",null,"Footings"]
["13.2.4","8.2.2","Smooth vertical formwork to a degree of Accuracy II"]
["13.2.4.1",null,"Floor above N.G.L.","m2",{"v":3.8270909090909093,"d":"3.83"},null,{"$f":"E825*F825","v":0}]
["13.2.4.2",null,"Columns"]
["13.3",null,"REINFORCEMENT"]
["13.3.1","8.3.1","Mild Steel Bars"]
["13.3.1.1",null,{"v":10,"d":"R10"},"t",{"v":1.6159999999999999,"d":"1.62"},null,{"$f":"E829*F829","v":0}]
["13.3.2","8.3.1","High Tensile Steel",{"$nulls":3},{"$f":"E830*F830","v":0}]
["13.3.2.1",null,"Y 10","t",{"v":0.3,"d":"0.30"},null,{"$f":"E831*F831","v":0}]
["13.3.2.2",null,"Y 12"]
["13.3.2.3",null,"Y 16"]
["13.3.2.4",null,"Y 20","t",0.75,null,{"$f":"E834*F834","v":0}]
["13.3.2.5",null,"Y 25","t",0.85,null,{"$f":"E835*F835","v":0}]
["13.3.2.6",null,"Y 32"]
["13.3.2.7",null,"Y 40","t",1.25,null,{"$f":"E837*F837","v":0}]
["13.4",null,"CONCRETE"]
["13.4.1","8.4.2","Blinding Layer in Concrete"]
["13.4.1.1",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m2",28.75,null,{"$f":"E840*F840","v":0}]
["13.4.2","8.4.3","Structural Concrete 25 MPa"]
["13.4.2.1",null,"Footings"]
["13.4.2.2",null,"170mm Floor"]
["13.4.2.3",null,"460mm x 230mm Columns"]
["13.5","8.4.4","Unformed Surface Finishes"]
["13.5.1",null,"a) Wood-floated finish"]
["13.5.2",null,"b) Steel-floated finish"]
["13.6",8.6,"MANUFACTURE (OR SUPPLY) AND ERECT PRECAST ELEMENTS"]
["13.6.1",null,"a) Precast prestressed hollow core slabs by perfect slabs or similar approved supplier. Rate to include the supply, delivery and installation of the precast elements","m2",26.89,null,{"$f":"E849*F849","v":0}]
["13.7",null,"BRICKWORK"]
[null,null,"Build the following brickwork according to the drawings and specifications including joints, brick force, dpc etc"]
["13.7.1",null,"For supply of material - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000(Incl VAT) / 1000 bricks)","m2",0.41,null,{"$f":"E852*F852","v":0}]
["13.7.2",null,"Labour only - 230mm Brickwork to exterior/interior walls in Face Brick FBS in stretcher bond (Allow R7000 (Incl VAT) / 1000 bricks)","m2",0.42,null,0]
["13.8",null,"WINDOWS",{"$nulls":3},0]
["13.8.1",null,"Provisional sum allowed for the supply and installation of aluminium windows for laboratory: Frame finish to be powder coated with aluminium bronze colour, 6.38m Low E safety Glass","Prov Sum",{"v":1,"d":"1.00"},{"v":85400,"d":"85,400.00"},{"v":85400,"d":"85,400.00"}]
["13.9",null,"DOORS",{"$nulls":3},0]
[null,null,"Supply and install the following doors including all labour, material, door frame, door handles, door locks, hinges etc:",{"$nulls":3},0]
["13.9.1",null,"Aluminium double door (2.064(h) x 1.264(w)): Frame finish to be powder coated with aluminium bronze colour, 6.38m Low E safety Glass, fitted with weather bars"]
["13.9.2",null,"Timber single door (2.032(h) x 813(w)): Standard 100 x 44 rebated timber door frame. Standard fielded panel door by Swartland Code PD20 or similar approved.","No",{"v":6,"d":"6.00"},null,{"$f":"E859*F859","v":0}]
["13.9.3",null,"Timber single door (2.032(h) x 813(w)): Standard 100 x 44 rebated timber door frame. Single FLBB Meranti framed ledged braced batten door with 40x110mm styles and top rail, 20x150mm middle ledge, 20x225mm bottom ledge and 20x110mm braces. Commercial veneered closed back panel.","No",{"v":1,"d":"1.00"},null,0]
["13.10",null,"Provisional sum allowed for laboratory equipment","Prov Sum",{"v":1,"d":"1.00"},{"v":500000,"d":"500,000.00"},{"v":500000,"d":"500,000.00"}]
["13.11",null,"Provisional sum allowed for laboratory furniture","Prov Sum",{"v":1,"d":"1.00"},{"v":250000,"d":"250,000.00"},{"v":250000,"d":"250,000.00"}]
["13.12",null,"Provisional sum allowed for laboratory IT equipment","Prov Sum",{"v":1,"d":"1.00"},{"v":80000,"d":"80,000.00"},{"v":80000,"d":"80,000.00"}]
["13.13",null,"Provisional sum allowed for laboratory electrical installation","Prov Sum",{"v":1,"d":"1.00"},{"v":80000,"d":"80,000.00"},{"v":80000,"d":"80,000.00"}]
["TOTAL SECTION 13",{"$nulls":5},{"$f":"SUM(G817:G864)","v":{"v":995400,"d":"995,400.00"}}]
[14,"SANS 1200 H","SECTION 14: STRUCTURAL STEEL"]
["14.1","8.3.1","Supply and Fabrication"]
["14.1.1","8.3.1.1","Preparation of shop drawings for complete project","Sum",{"v":1,"d":"1.00"},null,{"$f":"E868*F868","v":0}]
["14.1.2","8.3.1.2","Supply and Fabrication of Steel","t",{"v":7.5,"d":"7.50"},null,0]
["14.2","8.3.2","Delivery to site",{"$nulls":3},0]
["14.2.1","8.3.2.1","Normal delivery","t",{"v":7.5,"d":"7.50"},null,0]
["14.3","8.3.3","Erection on site",{"$nulls":3},0]
["14.3.1",null,"IPE 200","t",{"v":2,"d":"2.00"},null,0]
["14.3.2",null,"254 x 146 x 43","t",{"v":2.5,"d":"2.50"},null,0]
["14.3.3",null,"305 x 165 x 54","t",{"v":1.5,"d":"1.50"},null,0]
["14.3.4",null,"356 x 171 x 67","t",{"v":1.5,"d":"1.50"},null,0]
["14.4","8.3.4","Erection of bolts",{"$nulls":3},0]
["14.4.1",null,"M20","No",{"v":40,"d":"40.00"},null,0]
["14.4.2",null,"M24","No",{"v":40,"d":"40.00"},null,0]
["14.4.3",null,"M30","No",{"v":40,"d":"40.00"},null,0]
["14.5","8.3.5","Site Welding",{"$nulls":3},0]
["14.5.1",null,"5mm weld for Beam-Column connections","m",{"v":15,"d":"15.00"},null,0]
["14.5.2",null,"5mm weld for Column-Base connections","m",{"v":15,"d":"15.00"},null,0]
["14.6","8.3.6","Holding down (HD) bolts for column bases",{"$nulls":3},0]
["14.6.1",null,"M20","No",{"v":20,"d":"20.00"},null,0]
["14.6.2",null,"M24","No",{"v":20,"d":"20.00"},null,0]
["14.6.3",null,"M30","No",{"v":20,"d":"20.00"},null,0]
["14.7","8.3.7","Handrails",{"$nulls":3},0]
["14.7.1",null,"Handrail assembly complete, including all rails, stanchions, bends, end closures, bolts, nuts, washers etc (grade 304 stainless steel industrial type)","m",{"v":250,"d":"250.00"},null,0]
["14.8",null,"Ladders",{"$nulls":3},0]
["14.8.1","8.3.8","Ladders, complete and installed (See drawing F0060-G100 for details, use an average height of 2,5m per ladder","No",{"v":10,"d":"10.00"},null,0]
["14.9","8.3.9","Flooring",{"$nulls":3},0]
[null,null,"Open grid floors complete and installed with Frames (Medium duty walkway, Vitagrid VE or similar approved)",{"$nulls":3},0]
["14.9.1",null,"For a maximum span up to 1.5m","m2",{"v":50,"d":"50.00"},null,0]
["14.9.2",null,"For a maximum span up to 1.8m","m2",{"v":50,"d":"50.00"},null,0]
["14.9.3",null,"For a maximum span up to 2.1m","m2",{"v":50,"d":"50.00"},null,0]
["14.10","8.3.10","Non-destructive testing",{"$nulls":3},0]
["14.10.1",null,"Load test and load certificate by an accredited supplier for structural steel items. Engineer to supply the required design capacity details.","No",{"v":2,"d":"2.00"},null,0]
["14.11","8.3.13","Corrosion Protection",{"$nulls":3},0]
["14.11.1",null,"Hot dip galvanising of structural steel items","t",{"v":2.5,"d":"2.50"},null,0]
["14.11.2",null,"Copon coated or fusion bonded powdered epoxy of structural steel items","t",{"v":5,"d":"5.00"},null,0]
["14.12","SABS 1200 HA","MISCELANEOUS",{"$nulls":3},0]
["14.12.1","8.3.1","Ventilator 1: ex Mild Steel Grade W350 :Pipes ,Rounds and Flats all Hot-dip Galvanized ","No",{"v":30,"d":"30.00"},null,0]
["14.12.2","8.3.1","Ventilator 2 ex Mild Steel Grade W350 :Rounds and Flats all Hot-dip Galvanized  ","No",{"v":30,"d":"30.00"},null,0]
["14.12.3",null,"Precast cover slab lifting rings: M20 ring bolts as per drawings ","No",{"v":30,"d":"30.00"},null,0]
["14.13",null,"MANHOLE COVERS",{"$nulls":3},0]
["14.13.1",null,"600mm circular ductile iron lockable manhole cover and frame by saint gobain to sans 5612. (securex y-560-c) ","No",{"v":30,"d":"30.00"},null,0]
["TOTAL SECTION 14",{"$nulls":5},{"$f":"SUM(G868:G907)","v":0}]
[15,null,"SECTION 15 : RIVER CROSSINGS (NAMAHADI RM)"]
["15.1","SABS 1200 C","SITE CLEARANCE"]
["15.1.1","8.2.1 ","Clear and grub of site and remove all obstructions on pipeline route up to 3m wide","m",{"v":110,"d":"110.00"},null,{"$f":"E911*F911","v":0}]
["15.1.2",null,"a) Girth over 600mm up to 1000mm","No",{"v":2,"d":"2.00"},null,0]
["15.1.3",null,"b) Girth over 1000mm up to 2000mm","No",{"v":2,"d":"2.00"},null,0]
["15.1.4",null,"c) Girth over 2000mm up to 3000mm","No",{"v":2,"d":"2.00"},null,0]
["15.2","SABS 1200 L","MEDIUM PRESSURE PIPELINES",{"$nulls":3},0]
["15.2.1",null,"MILD STEEL  Class 16 Bar",{"$nulls":3},0]
[null,"8.2.1","Galvanised steel pipes manufactured in lengths of 6m, flanged on both ends to SANS 1123/1600",{"$nulls":3},0]
["15.2.1.1",null,"450mm Nominal Diameter (457mm OD) x 4mm, 16 Bar working pressure","m",{"v":170,"d":"170.00"},null,0]
["15.3",null,"PIPE SUPPORTS",{"$nulls":3},0]
["15.3.1","SANS 1200 DA","EXCAVATION",{"$nulls":3},0]
["15.3.1.1",null,"b) Excavate in all materials and use for embankments or backfill or dispose, as ordered","m³",{"v":143.8,"d":"143.80"},null,0]
["15.3.1.2",null,"c) Extra over for",{"$nulls":3},0]
["15.3.1.2.1",null,"1) Intermediate excavation","m³",17.53,null,0]
["15.3.1.2.2",null,"2) Hard rock excavation","m³",17.53,null,0]
["15.3.1.3","8.3.4","Importing of materials from Commercial sources or from borrow pits for foundations",{"$nulls":3},0]
["15.3.1.3.1",null,"G7 compacted in layers of 150mm to 93% of MOD. AASHTO density",{"$nulls":3},0]
["15.3.2",null,"FORMWORK",{"$nulls":3},0]
[null,null,"Rough vertical formwork to a degree of Accuracy II","m²",{"v":35,"d":"35.00"},null,0]
["15.3.2.1",null,"Rough horizontal formwork to a degree of Accuracy II","m²",{"v":12.4,"d":"12.40"},null,0]
["15.3.3",null,"REINFORCEMENT",{"$nulls":3},0]
[null,null,"Mild Steel Bars",{"$nulls":3},0]
["15.3.3.1",null,"R10","t",{"v":0.3,"d":"0.30"},null,0]
[null,null,"High Tensile Steel",{"$nulls":3},0]
["15.3.3.2",null,"Y 12","t",{"v":1.1,"d":"1.10"},null,0]
["15.3.3.2",null,"Y 16","t",{"v":2.3,"d":"2.30"},null,0]
["15.3.3.4",null,"Y 20","t",{"v":1.5,"d":"1.50"},null,0]
[null,null,"High-Tensile Welded Mesh",{"$nulls":3},0]
["15.3.3.3",null,"Ref 617 (10 mm wire dia)",{"$nulls":3},0]
["15.3.3.4",null,"Ref 193 (5,6 mm wire dia)",{"$nulls":3},0]
["15.3.4",null,"CONCRETE",{"$nulls":3},0]
["15.3.4.1",null,"Structural Concrete 30 MPa","m³",{"v":17.8,"d":"17.80"},null,0]
["15.3.4.2",null,"Strength concrete 15 MPa/19mm in 50mm blinding layer on excavated surfaces","m²",{"v":49.5,"d":"49.50"},null,0]
["15.3.4.4",null,"Unformed Surface Finishes",{"$nulls":3},0]
["15.3.4.4.1",null,"a) Wood-floated finish","m²",{"v":23.7,"d":"23.70"},null,0]
["15.3.4.4.2",null,"b) Steel-floated finish","m²",{"v":23.7,"d":"23.70"},null,0]
["15.4","SABS 1200 HA","METALWORK",{"$nulls":3},0]
["15.4.1","8.3.3","Column straps",{"$nulls":3},0]
["15.4.1.1",null,"100mm wide x 10mm(t) galvanized steel column strap bent as per detail drawings ","No",{"v":32,"d":"32.00"},null,0]
["15.4.1","8.3.0","Anchor bolts","No",{"v":65,"d":"65.00"},null,0]
["15.4.2",null,"Contractor to supply all material for the by pass of 60m pipe 355mm diameter  Heavy duty from NAMAHADI PUMPSTION TO NAMAHADI OLD PUMP STATION as per DRAWING F0060-)","sum",{"v":1,"d":"1.00"},null,0]
["TOTAL SECTION 15",{"$nulls":5},{"$f":"SUM(G911:G950)","v":0}]
["16",null,"SECTION 16: MECHANICAL WORKS WWTW"]
[null,null,"BALANCING TANK AND REACTOR EQUIPMENT"]
["16.1",null,"BALANCING TANK"]
["16.1.1",null,"Design and submission of detailed drawings for the equipment below for balancing tank","sum",{"v":1,"d":"1.00"},null,{"$f":"E955*F955","v":0}]
["16.1.2",null,"Floating low speed aerators 30kW installed inside the variable level balancing dams. The wetted parts shall be manufactured from stainless steel. The aerator shall be supplied with stops on its floats and a control system that will stop the aerator when the floats touch the bottom. The field MCC for the aerators, trailing cable and control system shall all be included. The electrical contractor shall bring a supply cable to this field MCC. ","No",{"v":2,"d":"2.00"},null,0]
["16.1.3",null,"Mooring ropes, anchor blocks, trailing cable, floats and bottom legs all as specified. Mooring ropes guaranteed for 5 years.","sum",{"v":1,"d":"1.00"},null,0]
["16.2",null,"REACTOR",{"$nulls":3},0]
["16.2.1",null,"Design and submission of detailed drawings for the equipment below for balancing tank","sum",{"v":1,"d":"1.00"},null,0]
["16.2.2",null,"Vertical shaft non-clogging 11kW Anaerobic  reactor mixers. All wetted parts 316  stainless steel. Shaft length approx. 4200mm. Water depth of reactor 4800mm. Contractor to confirm on site and submit drawings for approval.","No",{"v":3,"d":"3.00"},null,0]
["16.2.3",null,"Vertical shaft non-clogging 11kW Anoxic  reactor mixers. All wetted parts 316 stainless steel. Shaft length approx. 4200. Contractor to confirm on site and submit drawings for approval.","No",{"v":3,"d":"3.00"},null,0]
["16.2.4",null,"Aerated reactor low speed fixed aerators 75kW, Maximum speed 56RPM. Hansen Gearboxes or equivalent/better. Only 316 stainless steel impellers acceptable. Water depth 4500mm. Distance from top of slab to water is 1500mm. Fitted with motors able to run on variable speed drives. Speed will be controlled with VSD with the DO control system. ","No",{"v":4,"d":"4.00"},null,0]
["16.2.5",null,"Aerated reactor low speed fixed aerators 55kW, Maximum speed 56RPM. Hansen gearboxes or equivalent. Only 316 stainless steel impellers acceptable. Water depth 4500mm. Distance from top of slab to water is 1500mm. Fitted with motors able to run on variable speed drives.","No",{"v":2,"d":"2.00"},null,0]
["16.2.6",null,"Axial flow pumps. Two duty and one standby. Prices shall include 316 SS draft tube of 500mm long, to be issued to civil contractor for casting into concrete opening. Supplier to specify opening.","No",{"v":3,"d":"3.00"},null,0]
["16.2.7",null,"Adjustable downward opening weirs for flow adjustment, 316 Stainless steel construction, 800mmx800mm wide, to effect variable level of 400mm, complete with extended spindle and handwheel, all 316 SS","No",{"v":3,"d":"3.00"},null,0]
["16.2.8",null,"Axial flow pumps flap type non-return valves 316 Stainless steel with counter weight to cover opening in concrete wall of 800x800mm, 316 Stainless steel","No",{"v":3,"d":"3.00"},null,0]
["16.2.9",null,"Downward opening weir for old system by-pass: 1500 mm wide x 400mm travel, gate height 600mm incl spindle, 1.5m shaft and pedestal, platform mount, incl handwheel","No",{"v":1,"d":"1.00"},null,0]
["16.2.10",null,"Of-seating stainless steel sluice gate for drain, incl 5m extension, pedestal and handwheel, to be mounted in division boxes and other outlets to engineers instructions. All materials 316 SS, to fit opening in concrete wall 400x400. Price to include for non-shrink grout and fasteners. Platform mount.","No",{"v":8,"d":"8.00"},null,0]
["16.2.11",null,"On-seating stainless steel sluice gates in positions to be indicated, incl 3m extension, pedestal and handwheel ,  to be mounted in division boxes and other outlets to engineers instructions. All materials 316 SS, to fit opening in concrete wall 350 200 wide x 350 high. Price to include for non-shrink grout and fasteners. Wall mount","No",{"v":6,"d":"6.00"},null,0]
["16.2.12",null,"V-notch weir SS316: 6mm plate 1600wide x 600 high incl 316 anchors to bolt to wall.","No",{"v":1,"d":"1.00"},null,0]
["16.2.13",null,"Install all items above for balancing tank and reactor","sum",{"v":1,"d":"1.00"},null,0]
["16.2.14",null,"Commission reactor and balancing tank equipment in separate visit","sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Supply of A-frame lifting devices to service equipment with 3m lifting height, 2m wide, 2 to lifting capacity, lockable wheels. Epoxy coated.","No",{"v":2,"d":"2.00"},null,0]
["16.3",null,"PUMPS, VALVES AND PIPING",{"$nulls":3},0]
[null,null,"Pipes: All pipes shall be manufactured to ASME IX or API specifications. The minimum wall thickness of all steel pipe shall be to SANS 719 and SANS62. 10% of piping shall be X-rayed and the Engineer shall, upon receiving the test results, determine if more X-rays are required. Flanges shall be 1600/3 unless indicated otherwise. Before manufacturing QCP's shall be submitted and approved by engineer. All puddle pipes shall be stainless steel 316 and painted. All stainless steel / steel connections shall be galvanically isolated with isolation kits from \"Novus Gaskets\". Steel pipes shall be sandblasted to SA2.5 as minimum and coated with epoxy inside and outside to minimum DFT of 300 microns. Full records shall be kept of the following: blasting profile, surface salt content, humidity and temp during paint application and final DFT of paint layers. External inspections on 3 hold points during manufacturing. Pipes exposed to sunlight shall have additional coating of UV resistant enamel/poly-urethane.  Piping shall be properly marked and transported on suitable support systems to prevent damage during transport and off-loading. Fasteners: Only hot-dip galvanized fasteners hall be used, with washers on both sides. All joints underground shall be suitably isolated from the soil. Where stainless steel is involved, only stainless steel fasteners shall be used.",{"$nulls":3},0]
["16.3.1",null,"MAIN FEED PUMPS",{"$nulls":3},0]
["16.3.1.1",null,"Design and drawings for Engineer's approval","Sum",{"v":0.30000000000000004,"d":"0.30"},null,0]
["16.3.1.2",null,"Reactor main feed pumps, installed in main feed pump station next to balancing tanks: Self priming Gorman-Rupp sewage pumps with variable speed drives, all mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 100 - 320m3/h at total static head of 8m. Dynamic losses at peak flow is 0.7m. Include pressure gauges 100mm s/steel, with chemi-seals.","No",{"v":2,"d":"2.00"},null,0]
["16.3.1.3",null,"Suction piping from balancing dam, including all supports and brackets in 304 stainless steel. The pipe length allowed for each pump shall be 8m. At the bottom of the suction a suitably sized bell-mouth shall be installed. The maximum suction velocity shall be < 1.5 m/sec.","No",{"v":2,"d":"2.00"},null,0]
["16.3.1.4",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["16.3.1.4.1",null,"Concentric reducer 200/250NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["16.3.1.4.2",null,"RSV Gate valve, PN10, 250NB","No",{"v":8,"d":"8.00"},null,0]
["16.3.1.4.3",null,"Ball type Non-return valve, PN10, 250NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.1.4.4",null,"Distance piece, 250mm flanged, 6m long","No",{"v":2,"d":"2.00"},null,0]
["16.3.1.4.5",null,"Special 45 deg elbow, 250NB, flanged:","No",{"v":4,"d":"4.00"},null,0]
["16.3.1.4.6",null,"Distance piece, flanged, 3200mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.1.4.7",null,"Special 45 deg  T each leg 500mm from flange to centre of T","No",{"v":4,"d":"4.00"},null,0]
["16.3.1.4.8",null,"Distance piece, flanged, 4600mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.1.4.9",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.1.4.10",null,"Flange adaptor 250mm to connector to 255OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["16.3.1.4.11",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's approval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["16.3.1.4.12",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","sum",{"v":1,"d":"1.00"},null,0]
["16.3.1.4.13",null,"Commissioning of this pump station in separate visit","sum",{"v":1,"d":"1.00"},null,0]
["16.3.2",null,"RAS PUMPS SITUATED IN PLANT MAIN PUMP STATION",{"$nulls":3},0]
["16.3.2.1",null,"Design and drawings for Engineer's approval","sum",{"v":0.30000000000000004,"d":"0.30"},null,0]
["16.3.2.2",null,"RAS pumps, installed in main feed pump station next to balancing tanks: Self priming Gorman-Rupp sewage pumps with variable speed drives, all mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 150 - 320m3/h at total static head of 15m. Dynamic losses at peak flow is 1.0m. Including all pressure gauges and chemi-seals","No",{"v":2,"d":"2.00"},null,0]
["16.3.2.3",null,"Suction piping from the sump to the pumps, separate suction line for each pump. All piping galvanized and coated with epoxy inside to 300microns, as follows:",{"$nulls":3},0]
["16.3.2.4",null,"Bell-mouth (500 OD to fit pipe 300NB, flanged, 800mm long","No",{"v":2,"d":"2.00"},null,0]
["16.3.2.5",null,"Distance piece 300NB, flanged, 4000mm long","No",{"v":4,"d":"4.00"},null,0]
["16.3.2.6",null,"Elbow LR 90 deg, flanged","No",{"v":2,"d":"2.00"},null,0]
["16.3.2.7",null,"Distance piece 300NB, flanged, with puddle flange 1m from one side, 150mm","No",{"v":2,"d":"2.00"},null,0]
["16.3.2.8",null,"Eccentric reducer 300/200, rolled, 1m long, flanged","No",{"v":2,"d":"2.00"},null,0]
["16.3.2.9",null,"Supports and anchor blocks for suction pipes, incl grouting","No",{"v":4,"d":"4.00"},null,0]
["16.3.2.10",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["16.3.2.10.1",null,"Concentric reducer 200/250NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["16.3.2.10.2",null,"RSV Gate valve, PN10, 250NB","No",{"v":8,"d":"8.00"},null,0]
["16.3.2.10.3",null,"Ball type Non-return valve, PN10, 250NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.2.10.4",null,"Distance piece, 250mm","No",{"v":2,"d":"2.00"},null,0]
["16.3.2.10.5",null,"Special 45 deg elbow, flanged:","No",{"v":4,"d":"4.00"},null,0]
["16.3.2.10.6",null,"Distance piece, flanged, 3200mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.2.10.7",null,"Special 45 deg  T each leg 500mm from flange to centre of T","No",{"v":4,"d":"4.00"},null,0]
["16.3.2.10.8",null,"Distance piece, flanged, 4600mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.2.10.9",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.2.10.10",null,"Flange adaptor 250mm to connector to 255OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["16.3.2.10.11",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's approval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["16.3.2.10.12",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","No",{"v":1,"d":"1.00"},null,0]
["16.3.2.10.13",null,"Commissioning of this pump station in separate visit",{"$nulls":3},0]
["16.3.3",null,"WAS PUMPS",{"$nulls":3},0]
["16.3.3.1",null,"Design and drawings for Engineer's approval","sum",{"v":0.30000000000000004,"d":"0.30"},null,{"$f":"E1019*F1019","v":0}]
["16.3.3.2",null,"WAS pumps, installed in main feed pump station. Self priming Gorman-Rupp sewage pumps with 7.5kW variable speed drives, all mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 60m3/h at total static head of 15m. Dynamic losses at peak flow is 1.0m. Including all pressure gauges and chemi-seals. Liquid pumped: soft biological sludge maximum 2.5% solids. Max solid size 45mm","No",{"v":2,"d":"2.00"},null,0]
["16.3.3.3",null,"Suction piping from the sump to the pumps, separate suction line for each pump. All PN10. All piping galvanized and coated with epoxy inside to 300microns, as follows:","No",{"v":2,"d":"2.00"},null,0]
["16.3.3.4",null,"Bell-mouth ( 800mm long, 150NB)","No",{"v":2,"d":"2.00"},null,0]
["16.3.3.5",null,"Distance piece 150NB, flanged, 4000mm long","No",{"v":4,"d":"4.00"},null,0]
["16.3.3.6",null,"Elbow LR 90 deg, flanged, 150NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.3.7",null,"Distance piece 150NB, flanged, with puddle flange 1m from one side, 150mm","No",{"v":2,"d":"2.00"},null,0]
["16.3.3.8",null,"Eccentric reducer 150/100, rolled, 500mm long, flanged","No",{"v":2,"d":"2.00"},null,0]
["16.3.3.9",null,"Supports and anchor blocks for suction pipes, incl grouting in walls","No",{"v":4,"d":"4.00"},null,0]
["16.3.3.10",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["16.3.3.10.1",null,"Concentric reducer 100/150NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["16.3.3.10.2",null,"RSV Gate valve, PN10, 150NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.3.10.3",null,"Ball type Non-return valve, PN10, 150NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.3.10.4",null,"Distance piece, 500mm long flanged. 150NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.3.10.5",null,"Special 45 deg elbow, flanged 150NB:","No",{"v":4,"d":"4.00"},null,0]
["16.3.3.10.6",null,"Distance piece, flanged, 3100mm, 150NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.3.10.7",null,"Special 45 deg  T each leg 500mm from flange to centre of T, 150NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.3.10.8",null,"Distance piece, flanged, 4600mm, 150NB","No",{"v":3,"d":"3.00"},null,0]
["16.3.3.10.9",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.3.10.10",null,"Flange adaptor 150mm to connector to 160 OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["16.3.3.10.11",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's approval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["16.3.3.10.12",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","set",{"v":1,"d":"1.00"},null,0]
["16.3.3.10.13",null,"Commissioning of this pump station in separate visit","sum",{"v":1,"d":"1.00"},null,0]
["16.3.4",null,"SCUM PUMPS",{"$nulls":3},0]
["16.3.4.1",null,"Design and drawings for Engineer's approval","sum",{"v":1,"d":"1.00"},null,0]
["16.3.4.2",null,"Scum pumps, installed in scum sump, between the two clarifiers. Flgyt submersible pumps, duty and standby,  with duckfoot arrangement, able to pump minimum solid size of 40mm. Liquid shall be scum and floatables from the SST's. Pumps shall have dry run and seal leak protection.  Duty of each pump: 15m3/h at total static head of 15m. Dynamic losses at peak flow is 1.5m. Including all pressure gauges and chemi-seals. Liquid pumped: soft biological sludge maximum 2.5% solids. Max solid size 40mm. The pumps operate on level control.","No",{"v":2,"d":"2.00"},null,0]
["16.3.4.3",null,"Distance piece 100NB, flanged, 4000mm long","No",{"v":2,"d":"2.00"},null,0]
["16.3.4.4",null,"Elbow LR 90 deg, flanged, 100NB","No",{"v":9,"d":"9.00"},null,0]
["16.3.4.5",null,"Distance piece 100NB, flanged, with puddle flange in centre, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["16.3.4.6",null,"Supports and anchor blocks pipes, incl grouting in walls","sum",{"v":1,"d":"1.00"},null,0]
["16.3.4.7",null,"Concentric reducer 65/100, flanged both sides","No",{"v":2,"d":"2.00"},null,0]
["16.3.4.8",null,"RSV Gate valve, PN10, 100NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.4.9",null,"Ball type Non-return valve, PN10, 100NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.4.10",null,"Distance piece, 500mm long. 100NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.4.11",null,"Special 45 deg elbow, flanged 100NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.4.12",null,"Distance piece, flanged, 3100mm, 100NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.4.13",null,"T each leg 500mm from flange to centre of T, 100NB","No",{"v":1,"d":"1.00"},null,0]
["16.3.4.14",null,"Distance piece, flanged, 4600mm, 100NB","No",{"v":1,"d":"1.00"},null,0]
["16.3.4.15",null,"Flange adaptor 100mm to connecto to 110 OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["16.3.4.16",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's aproval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["16.3.4.17",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","set",{"v":1,"d":"1.00"},null,0]
["16.3.4.18",null,"Commissioning of this pump station in separate visit","sum",{"v":1,"d":"1.00"},null,0]
["16.3.5",null,"TRICKLING FILTER RECYCLE PUMPS",{"$nulls":3},0]
["16.3.5.1",null,"Design and drawings for Engineer's approval","sum",{"v":0.30000000000000004,"d":"0.30"},null,0]
["16.3.5.2",null,"TF Recycle pumps, installed in main feed pump station. Self priming Gorman-Rupp sewage pumps with variable speed drives, all mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 250m3/h at total static head of 18m. Dynamic losses at peak flow is 1.0m. Including all pressure gauges and chemi-seals. Liquid pumped: soft biological sludge maximum 2.5% solids. Max solid size 45mm","No",{"v":2,"d":"2.00"},null,0]
["16.3.5.3",null,"Suction piping from the sump to the pumps, separate suction line for each pump. All piping galvanized and coated with epoxy inside to 300microns, as follows:",{"$nulls":3},0]
["16.3.5.4",null,"Bell-mouth (500 OD to fit pipe 300NB, flanged, 800mm long","No",{"v":2,"d":"2.00"},null,0]
["16.3.5.5",null,"Distance piece 300NB, flanged, 4000mm long","No",{"v":4,"d":"4.00"},null,0]
["16.3.5.6",null,"Elbow LR 90 deg, flanged","No",{"v":2,"d":"2.00"},null,0]
["16.3.5.7",null,"Distance piece 300NB, flanged, with puddle flange 1m from one side, 150mm","No",{"v":2,"d":"2.00"},null,0]
["16.3.5.8",null,"Eccentric reducer 300/200, rolled, 1m long, flanged","No",{"v":2,"d":"2.00"},null,0]
["16.3.5.9",null,"Supports and anchor blocks for suction pipes, incl grouting","sum",{"v":1,"d":"1.00"},null,0]
["16.3.5.10",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["16.3.5.10.1",null,"Concentric reducer 200/250NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["16.3.5.10.2",null,"RSV Gate valve, PN10, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.5.10.3",null,"Ball type Non-return valve, PN10, 250NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.5.10.4",null,"Distance piece, 250mm 1000mm long, flanged","No",{"v":2,"d":"2.00"},null,0]
["16.3.5.10.5",null,"Special 45 deg elbow, flanged:","No",{"v":4,"d":"4.00"},null,0]
["16.3.5.10.6",null,"Distance piece, flanged, 3200mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.5.10.7",null,"Special 45 deg  T each leg 500mm from flange to centre of T","No",{"v":4,"d":"4.00"},null,0]
["16.3.5.10.8",null,"Distance piece, flanged, 4600mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.5.10.9",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":5,"d":"5.00"},null,0]
["16.3.5.10.10",null,"Flange adaptor 250mm to connecto to 255OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["16.3.5.10.11",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's approval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["16.3.5.10.12",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ",{"$nulls":3},{"$f":"E1083*F1083","v":0}]
["16.3.5.10.13",null,"Commissioning of this pump station in separate visit",{"$nulls":3},0]
["16.3.6",null,"ANOXIC BASIN RETURN PUMPS",{"$nulls":3},0]
["16.3.6.1",null,"Design and drawings for Engineer's approval","sum",{"v":0.30000000000000004,"d":"0.30"},null,0]
["16.3.6.2",null,"Anoxic return pumps, installed in main feed pump station. Self priming Gorman-Rupp sewage pumps with variable speed drives, all mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 120m3/h at total static head of 18m. Dynamic losses at peak flow is 1.0m. Including all pressure gauges and chemi-seals. Liquid pumped: soft biological sludge maximum 2.5% solids. Max solid size 45mm","No",{"v":2,"d":"2.00"},null,0]
["16.3.6.3",null,"Suction piping from the sump to the pumps, separate suction line for each pump. All PN10. All piping galvanized and coated with epoxy inside to 300microns, as follows:","No",{"v":2,"d":"2.00"},null,0]
["16.3.6.4",null,"Bell-mouth ( 800mm long, 200NB)","No",{"v":2,"d":"2.00"},null,0]
["16.3.6.5",null,"Distance piece 200NB, flanged, 4000mm long","No",{"v":4,"d":"4.00"},null,0]
["16.3.6.6",null,"Elbow LR 90 deg, flanged, 200NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.6.7",null,"Distance piece 200NB, flanged, with puddle flange 1m from one side, 2m long","No",{"v":2,"d":"2.00"},null,0]
["16.3.6.8",null,"Eccentric reducer 150/200, rolled, 500mm long, flanged","No",{"v":2,"d":"2.00"},null,0]
["16.3.6.9",null,"Supports and anchor blocks for suction pipes, incl grouting in walls",{"$nulls":3},0]
["16.3.6.10",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["16.3.6.10.1",null,"Concentric reducer 100/150NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["16.3.6.10.2",null,"RSV Gate valve, PN10, 150NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.6.10.3",null,"Ball type Non-return valve, PN10, 150NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.6.10.4",null,"Distance piece, 500mm long. 150NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.6.10.5",null,"Special 45 deg elbow, flanged 150NB:","No",{"v":4,"d":"4.00"},null,0]
["16.3.6.10.6",null,"Distance piece, flanged, 3100mm, 150NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.6.10.7",null,"Special 45 deg  T each leg 500mm from flange to centre of T, 150NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.6.10.8",null,"Distance piece, flanged, 4600mm, 150NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.6.10.9",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.6.10.10",null,"Flange adaptor 150mm to connecto to 160 OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["16.3.6.10.11",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's approval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["16.3.6.10.12",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","set",{"v":1,"d":"1.00"},null,0]
["16.3.6.10.13",null,"Commissioning of this pump station in separate visit","sum",{"v":1,"d":"1.00"},null,0]
["16.3.7",null,"MAIN PUMP STATION DRAINAGE PUMPS",{"$nulls":3},0]
["16.3.7.1",null,"Design and drawings for the proposed drainage pump installation","sum",{"v":1,"d":"1.00"},null,0]
["16.3.7.2",null,"Two Submersible stainless steel pumps in duty and standby configuration with open, tapered, non clogging impeller, duty 20 m3/h at 15m. Price shall include a reliable level control unit that shall stop and start the pumps.","sum",{"v":1,"d":"1.00"},null,0]
["16.3.7.3",null,"80mm outlet stainless steel 304 piping, total length 18m with flanges, 4x 90 deg elbows, non-return valves and isolation RSV gate valves, fully installed with all necessary brackets.","sum",{"v":1,"d":"1.00"},null,0]
["16.3.8",null,"IRRIGATION PUMPS",{"$nulls":3},0]
["16.3.8.1",null,"Design and drawings for Engineer's approval","sum",{"v":1,"d":"1.00"},null,0]
["16.3.8.2",null,"End suction irrigation pumps, installed in irrigation pump station, replacing existing pumps.  All mounted on common base plate incl all couplings. Duty and standby arrangement. Duty of each pump: 250m3/h at total head of 35m. Including all pressure gauges and chemi-seals. Liquid pumped: Clarified and chlorinated dam water. ","No",{"v":2,"d":"2.00"},null,0]
["16.3.8.3",null,"Suction piping from the sump to the pumps, separate suction line for each pump. All PN10. All piping galvanized and coated with epoxy inside to 300microns, as follows:","No",{"v":2,"d":"2.00"},null,0]
["16.3.8.3.1",null,"Bell-mouth (500 OD to fit pipe 300NB, flanged, 800mm long","No",{"v":2,"d":"2.00"},null,0]
["16.3.8.3.2",null,"Distance piece 300NB, flanged, 4000mm long","No",{"v":4,"d":"4.00"},null,0]
["16.3.8.3.3",null,"Elbow LR 90 deg, flanged","No",{"v":2,"d":"2.00"},null,0]
["16.3.8.3.4",null,"Distance piece 300NB, flanged, with puddle flange 1m from one side, 150mm","No",{"v":2,"d":"2.00"},null,0]
["16.3.8.3.5",null,"Eccentric reducer 300/200, rolled, 1m long, flanged","No",{"v":2,"d":"2.00"},null,0]
["16.3.8.3.6",null,"Supports and anchor blocks for suction pipes, incl grouting","sum",{"v":1,"d":"1.00"},null,0]
["16.3.8.3.7",null,"Delivery piping from the pumps to 1m outside the pump station including all valves: All piping galvanized and coated with epoxy inside to 300microns and outside with re-coatable high specification UV resistant poly-urethane/enamel to minimum DFT 150 micron. ",{"$nulls":3},0]
["16.3.8.3.8",null,"Concentric reducer 200/250NB, flanged, 500mm long","No",{"v":2,"d":"2.00"},null,0]
["16.3.8.3.9",null,"RSV Gate valve, PN10, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.8.3.10",null,"Ball type Non-return valve, PN10, 250NB","No",{"v":2,"d":"2.00"},null,0]
["16.3.8.3.11",null,"Distance piece, 250mm 1000mm long, flanged","No",{"v":2,"d":"2.00"},null,0]
["16.3.8.3.12",null,"Special 45 deg elbow, flanged:","No",{"v":4,"d":"4.00"},null,0]
["16.3.8.3.13",null,"Distance piece, flanged, 3200mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.8.3.14",null,"Special 45 deg  T each leg 500mm from flange to centre of T","No",{"v":4,"d":"4.00"},null,0]
["16.3.8.3.15",null,"Distance piece, flanged, 4600mm, 250NB","No",{"v":4,"d":"4.00"},null,0]
["16.3.8.3.16",null,"90 degree long radius elbow, flanged, each leg 800mm from flange to centre line of pipe, 250NB","No",{"v":5,"d":"5.00"},null,0]
["16.3.8.3.17",null,"Flange adaptor 250mm to connecto to 255OD PVC pipe","No",{"v":2,"d":"2.00"},null,0]
["16.3.8.3.18",null,"Installation of all above. Incl grouting of pipes through wall after mechanical installation, incl all joints, supports to engineer's approval, to obtain a sturdy installation. ","sum",{"v":1,"d":"1.00"},null,0]
["16.3.8.3.19",null,"Supply and install Ultra-sonic level control system for stopping and starting of the pumps. ","sum",{"v":1,"d":"1.00"},null,0]
["16.3.8.3.20",null,"Commissioning of this pump station in separate visit",{"$nulls":3},0]
["16.4",null,"CLARIFIERS",{"$nulls":3},0]
["16.4.1",null,"Design and drawings of contractor's equipment","sum",{"v":1,"d":"1.00"},null,0]
["16.4.2",null,"Supply and deliver all equipment for Peripheral driven clarifier bridge for a 15m dia clarifier (inside weir to weir) including all parts necessary for a fully operational unit. All steelwork above water shall be galvanized and coated with high spec re-coatable enamel, all under water parts shall be 316 SS.","No",{"v":2,"d":"2.00"},null,0]
["16.4.3",null,"Peripheral driven clarifier bridge for a 15m dia clarifier (inside weir to weir) including all parts necessary for a fully operational unit. All steelwork above water shall be galvanized and coated with high spec re-coatable enamel, incl E-stop and electrical equipment, access ladder 1200mm. A 25mm s/steel conduit shall be mounted with E-stop at bridge entrance, connected to a central electrical connection system for the feed cable. The contractor shall indicate on his dwg the detail for the sleeve of the incoming cable","sets",{"v":2,"d":"2.00"},null,0]
["16.4.4",null,"Peripheral drive system including end carriage, drive wheel (motor and speed reducer) and support wheels. Wheels shall be cast iron frame, with high density poly-urethane rubber minimum 20mm thick and minimum 100mm wide. Bearings shall be sealed and guaranteed for 5000 hours between service intervals. A torque limit and wheel slip protection device shall be incorporated and fully described in tender submission. ","sets",{"v":2,"d":"2.00"},null,0]
["16.4.5",null,"Stilling well assembly in 316 Stainless steel, 4m dia x 2m deep, complete with brackets for support from centre column, incl energy dissipating zone. Minimum plate thickness 4mm. Structure shall be sturdy without any deflection when in position","sets",{"v":2,"d":"2.00"},null,0]
["16.4.6",null,"316 Stainless steel centre support pipe, 3m long, 450mm dia, 10mm wall thickness and flanged with 300mm long gussets both sides, able to carry the rotating bridge and withstand all forces induced with sludge contration as high 4%, even after starting up from extended standing periods","sets",{"v":2,"d":"2.00"},null,0]
["16.4.7",null,"Adjustable scraper hanger system in 316 SS, minimum hanger pipe size 80mmSchdule 10. ","sets",{"v":2,"d":"2.00"},null,0]
["16.4.8",null,"Logarithmic scraper allowing sludge to be scraper to centre cone in one revolution: 316 Stainless steel with 150mm rubber squeegees","sets",{"v":2,"d":"2.00"},null,0]
["16.4.9",null,"Serrated weir 250mm high on launder of 15m dia (weir to weir) clarifier, 316 SS, minimum thickness 4mm. Price to include all fasteners and sealing of plates to concrete. Overlapping plates to be included.","sets",{"v":2,"d":"2.00"},null,0]
["16.4.10",null,"Scum baffle, 316SS, 300mm deep, minimum thickness 4mm, incl all brackets and fasteners","sets",{"v":2,"d":"2.00"},null,{"$f":"E1147*F1147","v":0}]
["16.4.11",null,"Surface scum skimmer and scum removal system:","sets",{"v":2,"d":"2.00"},null,0]
["16.4.12",null,"Scum box 1500mm wide, with 150mm outlet pipe to outside of wall. ","sets",{"v":2,"d":"2.00"},null,0]
["16.4.13",null,"Electrically Actuated de-sludge knife gate valve 150NB, to fit outside clarifier with adjustable timer.","No",{"v":2,"d":"2.00"},null,0]
["16.4.14",null,"Pipe specials in sludge outlet chamber","Prov Sum",{"v":1,"d":"1.00"},{"v":34000,"d":"34,000.00"},{"v":34000,"d":"34,000.00"}]
["16.4.15",{"$nulls":5},0]
["16.4.16",null,"Installation of two 15m dia clarifier mechanical and electrical equipment","sum",{"v":1,"d":"1.00"},null,0]
["16.4.17",null,"Commission clarifiers in separate visit","sum",{"v":1,"d":"1.00"},null,0]
["16.5",null,"SLUDGE HANDLING",{"$nulls":3},0]
["16.5.1",null,"Sludge pumps and piping system to pumps phosphate rich water to adjacent property of be used as fertilizer enriched irrigation","Prov Sum",{"v":1,"d":"1.00"},{"v":250000,"d":"250,000.00"},{"v":250000,"d":"250,000.00"}]
["16.5.2",null,"Sludge bed valves and piping",{"$nulls":3},0]
["16.5.3",null,"Replace existing sludge bed valves with 150NB RSV gate valves. Pipe modifications to be included","No",{"v":16,"d":"16.00"},null,0]
["16.5.4",null,"New Pipe distribution on top of walls for the new sludge beds 150NB (See general pipe specs)",{"$nulls":3},0]
["16.5.5",null,"Pipe 6m long sections, flanged, 150NB","No",{"v":14,"d":"14.00"},null,0]
["16.5.6",null,"Pipe 3m long distance pieces flanged, 150NB","No",{"v":13,"d":"13.00"},null,0]
["16.5.7",null,"Long radius elbows, 150NB","No",{"v":20,"d":"20.00"},null,0]
["16.5.8",null,"T's, flanged, 150 NB","No",{"v":16,"d":"16.00"},null,0]
["16.5.9",null,"RSV 150NB","No",{"v":28,"d":"28.00"},null,0]
["16.5.10",null,"Pipe supports (Stainless steel) to support pipes every 3 metres, 200mm high","sum",{"v":1,"d":"1.00"},null,0]
["16.6",null,"CHLORINATION",{"$nulls":3},0]
["16.6.1",null,"Supply of design drawing for engineer's approval of the chlorination system as specified below. The drums will be installed in the gas room with approx. size of 8m x4m. The injectors will be installed in the dosing room adjacent to the gas room, approx. 3mx3m in plan size","sum",{"v":1,"d":"1.00"},null,0]
["16.6.2",null,"1 ton chlorine drum cradles with load cells, cabling, trunking, wall mounted display","sets",{"v":4,"d":"4.00"},null,0]
["16.6.3",null,"Suitable wall mounted manifold with drip legs and heaters, designed for one duty and one standby 1ton cylinders","sum",{"v":1,"d":"1.00"},null,0]
["16.6.4",null,"Auto switch off mechanism for cylinders in case of leak, independent of power supply","No",{"v":2,"d":"2.00"},null,0]
["16.6.5",null,"Flexible connections for cylinders to manifolds, incl spares","No",{"v":8,"d":"8.00"},null,0]
["16.6.6",null,"Set of washers and other required spares","sets",{"v":1,"d":"1.00"},null,0]
["16.6.7",null,"Chlorine regulators, each able to produce 0-8 kg/h of chlorine gas","No",{"v":2,"d":"2.00"},null,0]
["16.6.8",null,"Auto switch over device to ensure switch over between cylinders when one is empty","No",{"v":1,"d":"1.00"},null,0]
["16.6.9",null,"Flow regulators: automatic, to control gas flow proportionate to the final effluent flow meter, Duty and standby ","No",{"v":2,"d":"2.00"},null,0]
["16.6.10",null,"Two injectors suitable for 0-10 kg/h gas flow injection, properly mounted on backboard incl all required flow and pressure regulation, all valves to easily switch between them,","No",{"v":2,"d":"2.00"},null,0]
["16.6.11",null,"Booster pumps in duty and standby arrangement suitable for the required dosing rate and piping to chlorine room. The pumps shall draw water from the treated water contact channel. Suitable straining shall be provided to protect the pumps and injectors. The system shall come complete with isolation and non-return valves, pressure gauges, etc. properly installed to engineer's approval. Allow 30m pipe length. All trenching and ducting and racking to be included.","No",{"v":2,"d":"2.00"},null,0]
["16.6.12",null,"Piping of suitable size and pressure rating between the injectors and the dosing point at the beginning of the chlorine contact chamber. The distance is 25m to base rate on. All trenching and ducting and racking to be included.","sum",{"v":1,"d":"1.00"},null,0]
["16.6.13",null,"All other piping and tubing not specifically allowed for to obtain a full, safe operational chlorine installation","sum",{"v":1,"d":"1.00"},null,0]
["16.6.14",null,"Gas leak detectors with alarm and flash light that is installed outside the chlorine room","No",{"v":2,"d":"2.00"},null,0]
["16.6.15",null,"Extraction fans and dry gas scrubber system installed within 10m of chlorine building incl concrete slab and weather/corrosion proof control panel. Power shall be provided to the panel under the electrical section. The scrubber and fan system shall self-activate in case of gas leak alarm, with manual override if required.","sum",{"v":1,"d":"1.00"},null,0]
["16.6.16",null,"Safety equipment: two sets of gas masks with spare cannisters, wall mounted in GRP casing, One fully equipped BA system with enough oxygen for 45 minutes.","sum",{"v":1,"d":"1.00"},null,0]
["16.6.17",null,"GRP Control panel installed in injector room for all the above, incl pump level control, all cabling and racking to engineer's approval.","sum",{"v":1,"d":"1.00"},null,0]
["16.7",null,"EXISTING CLARIFIER - MODIFY TO SECONDARY CLARIFIER",{"$nulls":3},0]
["16.7.1",null,"For the supply, installation and commissioning of scraper bridge, Stanford baffle, overflow weir, scum baffles and scum hopper by specialists (Provisional sum)","Prov Sum",{"v":1,"d":"1.00"},{"v":350000,"d":"350,000.00"},{"v":350000,"d":"350,000.00"}]
["16.7.2",null,"Replace existing valves and associated pipework of clarifier and allow for the supply, installation, testing  and commissioning of suction and delivery pipe work including gate valves and reflux valves and pressure gauges as per the specifications supplied by engineer.","Prov Sum",{"v":1,"d":"1.00"},{"v":100000,"d":"100,000.00"},{"v":100000,"d":"100,000.00"}]
["16.8",null,"EXISTING TRICKLING FILTER",{"$nulls":3},0]
["16.8.1",null,"Allow for the replacement of existing overhead spreader arms and allow for the supply, installation and commissioning of rotating self-propelled overhead spreader arms by specialists (Provisional sum)","Prov Sum",{"v":1,"d":"1.00"},{"v":350000,"d":"350,000.00"},{"v":350000,"d":"350,000.00"}]
["16.8.2",null,"Replace existing valves and associated pipework of trickling filter and allow for the supply, installation, testing  and commissioning of suction and delivery pipe work including gate valves and reflux valves and pressure gauges as per the specifications supplied by engineer.","Prov Sum",{"v":1,"d":"1.00"},{"v":100000,"d":"100,000.00"},{"v":100000,"d":"100,000.00"}]
["16.9",null,"FERICK DOSING",{"$nulls":3},0]
["16.9.1",null,"Allow for the supply and installation of new ferric dosing equipment.","Prov Sum",{"v":1,"d":"1.00"},{"v":350000,"d":"350,000.00"},{"v":350000,"d":"350,000.00"}]
["16.9.2",null,"Allow for the supply and installation of all appurtenant pipework to Ferric dosing equipment","Prov Sum",{"v":1,"d":"1.00"},{"v":250000,"d":"250,000.00"},{"v":250000,"d":"250,000.00"}]
["TOTAL SECTION 16",{"$nulls":5},{"$f":"SUM(G952:G1192)","v":{"v":1784000,"d":"1,784,000.00"}}]
["17",null,"SECTION 17: INSTRUMENTS AND ELECTRICAL"]
["17.1",null,"The rate in this section shall include the supply, delivery, installation and commissioning and double handing if required of the line items"]
["17.1.1",null,"DO control system consisting of two DO/redox meters, one for the anoxic and one for the aeration zone. The system shall be suitable for waste water applications, with self-cleaning capabilities. The instruments shall have full protection against any spikes or surges.","sum",{"v":1,"d":"1.00"},null,{"$f":"E1196*F1196","v":0}]
["17.1.2",null,"Suspended solids meter with display in control room, installed in reactor aerated zone. The instruments shall have full protection against any spikes or surges.","sum",{"v":1,"d":"1.00"},null,0]
["17.1.3",null,"Magnetic flow meters, IP65, with separate displays and recorder functions. The instruments shall have full protection against any spikes or surges.","No",{"v":5,"d":"5.00"},null,0]
["17.1.4",null,"WAS Pumps 150NB","No",{"v":1,"d":"1.00"},null,0]
["17.1.5",null,"RAS Pumps: 250NB","No",{"v":1,"d":"1.00"},null,0]
[17.2,null,"Open channel flow meters with integrated recorders for raw sewage at inlet of works and at final chlorination. The flow meters shall have 4-20 mA outputs. The instruments shall have full protection against any spikes or surges.","No",{"v":2,"d":"2.00"},null,0]
[17.2,null,"Level controllers: ultra-sonic for stopping and starting of pumps. The instruments shall have full protection against any spikes or surges.","No",{"v":7,"d":"7.00"},null,0]
[17.2,null,"Installation and comissioning of all the above instrumentation systems","sum",{"v":1,"d":"1.00"},null,0]
[17.2,null,"Motor control Centres (All 304 S/steel and powder coated in orange)","sum",{"v":1,"d":"1.00"},null,0]
[17.2,null,"Design and drawings of MCCs and final cable routes for approval by engineer","sum",{"v":1,"d":"1.00"},null,0]
["17.5.2",null,"Distribution cubicle to distribute power to the individual MCC's","No",{"v":1,"d":"1.00"},null,0]
["17.5.3",null,"Main Reactor MCC situated in new MCC room that will be constructed: The main MCC will have switchgear for the following equipment: 2x Balancing tank mixers, 2x main feed pumps, 2x anaerobic mixers, 2x anoxic mixers, 4x aerators with VSD's, DO and suspended solids meters, 3x axial flow pumps, clarifier drives and actuated clarifier de-sludge valves . Each drive will be in its own compartment and will have amp meters, hour meters and on/off switches. See general MCC specs.","sum",{"v":1,"d":"1.00"},null,0]
["17.5.4",null,"Main Pump station MCC, situated in Main pump station on top floor that will be modified to accommodate the new pumps. This MCC will control the following pumps: RAS Pumps, WAS pumps, anoxic return pumps, scum pumps and drainage pumps. Each pump will have a Test/off/on button. All pump installations will have auto-rotation for equal running hours and auto switch-over in case of trip. Hour and amp meters. Run/Stop/trip indications with proper signage shall indicate why a pump stopped or tripped. Pump control as follows. See general MCC specs","sum",{"v":1,"d":"1.00"},null,0]
["17.5.5",null,"RAS Pumps: only flow indication. WAS pumps: ultrasonic level controller will stop and start the pump. Anoxic return pumps: Ultrasonic level controller will stop and start pump. Scum pumps: ultrasonic level controller will stop and start the pumps. Drainage pump: Floating ball type level switches will stop and start the pumps ","sum",{"v":1,"d":"1.00"},null,0]
["17.6",null,"CABLES AND RACKING, ETC:","sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Power, earthing and control cable, incl racking , conduit and all supports and terminations for the following equipment between the MCC and the field instrument/motor for each item, to obtain a fully functional, ergonomically acceptable and safe installation to the relevant standards and Engineer's approval. All equipment shall have Emergency stops with lock-out facility. All racking and conduit shall be stainless steel. See general electrical specs. Racking shall be used inside pump stations and against t reactor wall and walkways. Where walkways are crossed, suitable covers shall be provided.",{"$nulls":3},0]
["17.6.1",null,"Inlet open channel flow meter. Distance to MCC 105m","sum",{"v":1,"d":"1.00"},null,0]
["17.6.2",null,"Anaerobic Mixer1. Distance to MCC  145m",{"$nulls":3},0]
["17.6.2.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17.6.2.1.1",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17.6.3",null,"Anaerobic Mixer 2. Distance to MCC 145m",{"$nulls":3},0]
["17.6.3.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17.6.3.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17.6.4",null,"Anoxic Mixer 1. Distance to MCC 130m",{"$nulls":3},0]
["17.6.4.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17.6.4.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17.6.5",null,"Anoxic Mixer 2. Distance to MCC 136m and Additional Anoxic Mixer 3",{"$nulls":3},0]
["17.6.5.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17.6.5.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17.6.6",null,"Aerator 1: Distance to MCC: 140m",{"$nulls":3},0]
["17.6.6.1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17.6.6.2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17.6.7",null,"Aerator 2. Distance to MCC 140m",{"$nulls":3},{"$f":"E1228*F1228","v":0}]
["17,6,7,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,7,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17.6.8",null,"Aerator 3: Distance to MCC: 170m",{"$nulls":3},0]
["17,6,8,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,8,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,9",null,"Aerator 4: Distance to MC 170m",{"$nulls":3},0]
["17,6,9,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,9,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,9,3",null,"Reactor outlet sluice  actuator: Distance to MCC: 110m",{"$nulls":3},0]
["17,6,9,4",null,"Anaerobic sluice gate actuator: Distance to MCC 95m",{"$nulls":3},0]
["17,6,11,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,11,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,12",null,"DO meter. Distance to MCC 120m",{"$nulls":3},0]
["17,6,12,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,12,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,13",null,"Suspended solids meter: Distance to MCC 125m",{"$nulls":3},0]
["17,6,13,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,13,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,14",null,"By-pass magnetic flow meter: Distance to MCC 130m",{"$nulls":3},0]
["17,6,14,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,14,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,15",null,"Clarifier 1 drive. Distance to MCC: 85m",{"$nulls":3},0]
["17,6,15,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,15,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,16",null,"Clarifier 2 drive. Distance to MCC: 95m",{"$nulls":3},0]
["17,6,16,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,16,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,17",null,"Clarifier desludge valve actuated 1 Distance to MCC: 85m",{"$nulls":3},0]
["17,6,17,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,17,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,18",null,"Clarifier desludge valve 2 actuated. Distance to MCC: 95m",{"$nulls":3},0]
["17,6,18,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,{"$f":"E1260*F1260","v":0}]
["17,6,18,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Main Pump Station",{"$nulls":3},0]
["17,6,19",null,"RAS Pump 1. Distance to MCC: 45m",{"$nulls":3},0]
["17,6,19,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,19,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,20",null,"RAS Pump 2. Distance to MCC: 45m",{"$nulls":3},0]
["17,6,20,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,20,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,21",null,"WAS Pump1: Distance to MCC: 30m",{"$nulls":3},0]
["17,6,21,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,21,2",null,"WAS Pump2: Distance to MCC: 30m",{"$nulls":3},0]
["17,6,22",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,23",null,"Scum pump 1. Distance to MCC: 30m",{"$nulls":3},0]
["17,6,23,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,23,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,24",null,"Scum pump 2. Distance to MCC: 30m",{"$nulls":3},0]
["17,6,24,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,24,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,25",null,"Pump station drainage pump 1 with level control. Distance to MCC: 30m",{"$nulls":3},0]
["17,6,25,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,25,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,26",null,"Pump station drainage pump 2 with level control. Distance to MCC: 30m",{"$nulls":3},0]
["17,6,26,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,26,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,27",null,"RAS Magnetic flow meter installed on delivery line. Distance to MCC: 40m",{"$nulls":3},0]
["17,6,27,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,27,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,28",null,"WAS magnetic flow meter installed on delivery line. Distance to MCC: 40m",{"$nulls":3},0]
["17,6,28,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,28,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Irrigation pump Station",{"$nulls":3},0]
["17,6,29",null,"Irrigation pump 1. Distance to MCC: 40m","m",{"v":42,"d":"42.00"},null,{"$f":"E1292*F1292","v":0}]
["17,6,29,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,29,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,30",null,"Irrigation pump 2. Distance to MCC: 40m",{"$nulls":3},0]
["17,6,30,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,30,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
[null,null,"Supernatant pump station",{"$nulls":3},0]
["17,6,31",null,"Supernatant pump 1. Distance to MCC: 160m",{"$nulls":3},0]
["17,6,31,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,31,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,32",null,"Supernatant pump 2. Distance to MCC: 160m",{"$nulls":3},0]
["17,6,32,1",null,"Power Cable type and size:______","sum",{"v":1,"d":"1.00"},null,0]
["17,6,32,2",null,"Control cable type and size:_____","sum",{"v":1,"d":"1.00"},null,0]
["17,6,33",null,"Ultrasonic level controller for pump control. Distance 160m",{"$nulls":3},0]
["17,6,33,1",null,"Control cable type and size:_____",{"$nulls":3},0]
["17.7",null,"Miscellaneous",{"$nulls":3},0]
["17,7,1",null,"Site light masts, 30m high","Sum",{"v":4,"d":"4.00"},null,0]
["17,7,2",null,"Small power and lighting for the pump stations and buildings","Prov Sum",{"v":1,"d":"1.00"},{"v":85000,"d":"85,000.00"},{"v":85000,"d":"85,000.00"}]
["17,7,3",null,"Earthing of all structures","Prov Sum",{"v":1,"d":"1.00"},{"v":150000,"d":"150,000.00"},{"v":150000,"d":"150,000.00"}]
["17.8",null,"Commissioning of the whole works in separate visit","sum",{"v":1,"d":"1.00"},null,0]
["18.1",null,"Supply, install & commission a New transformer of 700kva, line will be installed by Others","Prov Sum",{"v":1,"d":"1.00"},{"v":1400000,"d":"1,400,000.00"},{"v":1400000,"d":"1,400,000.00"}]
["18.2",null,"Supply, install & commission Scada System Requirements","Sum",{"v":1,"d":"1.00"},null,0]
["18.3",null,"Supply, deliver and install additional Electrical Items, as ordered by the Engineer","Prov Sum",{"v":1,"d":"1.00"},{"v":2000000,"d":"2,000,000.00"},{"v":2000000,"d":"2,000,000.00"}]
["18.4",null,"Ultrasonic level controller for pump control. Distance 160m","Sum",{"v":2,"d":"2.00"},null,0]
["TOTAL SECTION 17",{"$nulls":5},{"$f":"SUM(G1195:G1315)","v":{"v":3635000,"d":"3,635,000.00"}}]
["SUMMARY"]
[{"$f":"C3","v":"SECTION 1: PRELIMINARY AND GENERAL"},{"$nulls":5},{"$f":"G53","v":{"v":510000,"d":"510,000.00"}}]
[{"$f":"C54","v":"SECTION 2: BNR REACTOR"},{"$nulls":5},{"$f":"G151","v":{"v":500000,"d":"500,000.00"}}]
[{"$f":"C152","v":"SECTION 3: CLARIFIERS"},{"$nulls":5},{"$f":"G232","v":{"v":700000,"d":"700,000.00"}}]
[{"$f":"C233","v":"SECTION 4: FERRICK DOSING & SPLITTER BOXES"},{"$nulls":5},{"$f":"G278","v":0}]
[{"$f":"C279","v":"SECTION 5: SLUDGE DRYING BEDS"},{"$nulls":5},{"$f":"G328","v":0}]
[{"$f":"C329","v":"SECTION 6: BNR BALANCING PUMP STATION"},{"$nulls":5},{"$f":"G393","v":{"v":80000,"d":"80,000.00"}}]
[{"$f":"C394","v":"SECTION 7: EXISTING PUMP STATION UPGRADE"},{"$nulls":5},{"$f":"G473","v":{"v":227050,"d":"227,050.00"}}]
[{"$f":"C474","v":"SECTION 8: STRUCTURAL & CIVIL MODIFICATIONS TO EXISTING WWTW"},{"$nulls":5},{"$f":"G517","v":0}]
[{"$f":"C518","v":"SECTION 9: SITE WORKS & FENCING"},{"$nulls":5},{"$f":"G533","v":0}]
[{"$f":"C534","v":"SECTION 10: INTERCONNECTING PIPEWORK"},{"$nulls":5},{"$f":"G617","v":0}]
[{"$f":"C618","v":"SECTION 11: NAMAHADI PUMP STATION RISING MAIN"},{"$nulls":5},{"$f":"G730","v":{"v":50000,"d":"50,000.00"}}]
[{"$f":"C731","v":"SECTION 12: ROAD WORKS"},{"$nulls":5},{"$f":"G814","v":0}]
[{"$f":"C815","v":"SECTION 13: LABORATORY BUILDING"},{"$nulls":5},{"$f":"G865","v":{"v":995400,"d":"995,400.00"}}]
[{"$f":"C866","v":"SECTION 14: STRUCTURAL STEEL"},{"$nulls":5},{"$f":"G908","v":0}]
[{"$f":"C909","v":"SECTION 15 : RIVER CROSSINGS (NAMAHADI RM)"},{"$nulls":5},{"$f":"G951","v":0}]
[{"$f":"C952","v":"SECTION 16: MECHANICAL WORKS WWTW"},{"$nulls":5},{"$f":"G1193","v":{"v":1784000,"d":"1,784,000.00"}}]
[{"$f":"C1194","v":"SECTION 17: INSTRUMENTS AND ELECTRICAL"},{"$nulls":5},{"$f":"G1316","v":{"v":3635000,"d":"3,635,000.00"}}]
["SUBTOTAL A",{"$nulls":5},{"$f":"SUM(G1318:G1334)","v":{"v":8481450,"d":"8,481,450.00"}}]
["Add 10% Contigencies ",{"$nulls":5},{"$f":"G1335*10%","v":{"v":848145,"d":"848,145.00"}}]
["SUBTOTAL B",{"$nulls":5},{"$f":"G1335+G1336","v":{"v":9329595,"d":"9,329,595.00"}}]
["Add 5% Escalation",{"$nulls":5},{"$f":"G1337*5%","v":{"v":466479.75,"d":"466,479.75"}}]
["SUBTOTAL C",{"$nulls":5},{"$f":"G1338+G1337","v":{"v":9796074.75,"d":"9,796,074.75"}}]
["Add 15% VAT",{"$nulls":5},{"$f":"G1339*15%","v":{"v":1469411.2125,"d":"1,469,411.21"}}]
["TOTAL",{"$nulls":5},{"$f":"G1339+G1340","v":{"v":11265485.9625,"d":"11,265,485.96"}}]