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["PART 13 : ACCESS ROAD"]
["ITEM",null,"PAYMENT","DESCRIPTION","UNIT","QUANTITY","  RATE","AMOUNT"]
["NO",null,"REFERS"]
[]
[]
[null,null,"COTO"]
[1,null,"CHAPTER 1","GENERAL"]
[]
[]
[1.1,null,"8.8.2","Site establishment","Sum",1]
[]
[2,null,"SABS","EARTHWORKS  (ROADS SUB-GRADE)"]
[]
[null,null,"8.3.13","Surface finishes"]
["2.2",null,null,"a) Topsoiling (80 mm thick)","m²",840]
[]
[null,null,"8.3.15","Catchwater mounds and channels and mitre banks and channels"]
["2.3",null,null,"a) Bedding layer for channel, G5 material compacted to 93% MOD AASHTO density at OMC (-1% to 2%)","m³",80]
[]
["CARRIED FORWARD",{"$nulls":5}," ",{"$f":"IF(SUM(H10:H18)=0,\"\",SUM(H10:H18))","v":""}]
[{"$f":"A1","v":"PART 13 : ACCESS ROAD"}]
["ITEM",null,"PAYMENT","DESCRIPTION","UNIT","QUANTITY","  RATE","AMOUNT"]
["NO",null,"REFERS"]
["BROUGHT FORWARD",{"$nulls":6},{"$f":"H20","v":""}]
[]
[null,null,"SABS"]
[]
[null,null,"SABS"]
[3,null,"1200 LE","BEDDING (PIPES)"]
[]
["3.1",null,"8.2.1","Supply and Lay of Concrete Pipe Culverts","m",50]
[]
["3.2",null,"8.2.7","Supply and Lay Precast Concrete Inlets and Outlets to Culverts","No.",1]
[]
["3.3",null,"8.2.8","Supply and Install Manholes, Cachpits, and the Like"]
[{"$nulls":3},"b) Catchpits","No.",1]
[]
[]
[null,null,"SABS"]
[4,null,"1200 MK","KERBING AND CHANNELING"]
[]
[null,null,"8.2.8","Cast-in-situ concrete lining to open drains "]
["4.1",null,null,"a) Class 25/19 concrete in V-drain","m³",115]
[]
["4.2",null,"8.2.9","Formwork to cast-in-situ concrete lining of open drains"]
[{"$nulls":3},"a) To sides with formwork on the internal face only","m²",100]
[{"$nulls":3},"c) To ends of slab","m²",15]
[]
["4.3",null,"8.2.10","Sealed joints in concrete lining of open drains","m",125]
[]
[]
[]
[]
[]
["CARRIED FORWARD",{"$nulls":5}," "]
[{"$f":"A1","v":"PART 13 : ACCESS ROAD"}]
["ITEM",null,"PAYMENT","DESCRIPTION","UNIT","QUANTITY","  RATE","AMOUNT"]
["NO",null,"REFERS"]
["BROUGHT FORWARD"]
[]
[]
[5,null,"COTO","CHAPTER 5: EARTHWORKS AND PAVEMENT LAYERS CONSTRUCTION"]
[]
[null,null,"C5.3.2","Construction of Pavement Layers"]
[null,null,"C5.3.2.1","Construction of layers using conventional construction methods"]
["5.1",null,null,"a) Lower selected subgrade layer (150 mm) compacted to 93 % of MDD (G7)","m³",975]
["5.3",null,null,"k) Upper subbase gravel layer (unstabilised), (200 mm) compacted to 97 % of MDD (G5)","m³",1235]
["5.4",null,null,"n) Gravel base layer (chemically stabilised), (150 mm) compacted to 97 % of MDD (C4)","m³",1020]
[]
[6,null,"COTO","CHAPTER 9: ASPHALT LAYERS"]
[]
[null,null,"C9.1.1","Asphalt mix designs"]
[null,null,"C9.1.1.1","Stone skeletal mixes"]
["6.1",null,null,"b) High modulus asphalt","Sum",1]
[]
[null,null,"C9.1.2","Construction of trial sections"]
["6.2",null,"C9.1.2.1","Asphalt surfacing: Continuously medium graded asphalt with conventional 50/70 binder","m²",340]
["6.3",null,"C9.1.2.2","Removal of trial section where so instructed by the Engineer","m²",340]
[]
[null,null,"C9.1.3","Application of bond coat"]
["6.4",null,"C9.1.3.1","Stable - grade 30% net bitumen emulsion as specified. Applied with a calibrated distributor (0.5l/m2)","litre",2380]
[]
[null,null,"C9.1.5","Asphalt surfacing"]
[null,null,"C9.1.5.1","New construction"]
["6.5",null,null,"a) Stone skeletal mix - continuously graded as defined (25 mm, continuously medium graded asphalt with conventional 50/70 binder)","m²",4760]
[]
[null,null,"C9.1.13","Coring of asphalt layers"]
["6.6",null,"C9.1.13.1","100 mm diameter","No",3]
[]
[]
[]
["CARRIED FORWARD ",{"$nulls":5}," ",{"$f":"IF(SUM(H59:I90)=0,\"\",SUM(H59:I90))","v":""}]