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{"sheet":"MSINSI","index":0,"n_rows":53,"n_cols":10,"rows_kept":53}
["Section Number","Part Code","Item Number","Clause","Unit","Long Description","EstimatedQty","Rate","Value","SUB TOTALS"]
[1,"0102",1,"C1.2.1.1","months","Monitoring of compliance with and reporting on the EMP",{"v":4,"d":"4.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[1,"0102",2,"C1.2.2.4","Lump sum","Submission of a Full Contract Programme",{"v":1,"d":"1.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[1,"0102",3,"C1.2.2.6","months","Preparation and submission of all information and reports specified in the Contract Documentation, including reporting on local labour",{"v":4,"d":"4.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[1,"0102",4,"C1.2.4 (COTO)\nC1.2.3","months","Stakeholder Management and Liaison (CLO)",{"v":4,"d":"4.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[1,"0102",5,"C1.2.5.1","Lump sum","Health and safety plan",{"v":1,"d":"1.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[1,"0102",6,"C1.2.5.2","months","Implementation of health and safety plan",{"v":4,"d":"4.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[1,"0102",7,"","PC Sum","Survey and Setting out",{"v":27000,"d":"27,000.00"},{"v":1,"d":"R 1.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":27000,"d":"R 27,000.00"}},{"$f":"SUM(I2:I8)","v":{"v":27000,"d":"R 27,000.00"}}]
[1,"0103",1,"C1.3.1.1","Lump sum","Fixed obligations",{"v":100000,"d":"100,000.00"},{"v":1,"d":"R 1.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":100000,"d":"R 100,000.00"}}]
[1,"0103",2,"C1.3.1.3","months","Time-related obligations",{"v":4,"d":"4.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[1,"0103",3,"PS.8","sum","Submission of As-Built Data",{"v":1,"d":"1.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(I9:I11)","v":{"v":100000,"d":"R 100,000.00"}}]
[2,"0106",1,"C1.6.1.1","ha","Clearing with machines and some hand labour where necessary",{"v":0.2,"d":"0.20"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[2,"0106",2,"C1.6.3.3","no","Girth exceeding 3,0 m",{"v":2,"d":"2.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(I12:I13)","v":{"v":0,"d":"R 0.00"}}]
[3,"023A",1,"C2.3.9.1(a)","no","Raising manholes: \n(a) Sewer Concrete Ring manhole (Drawing ref 38570) - 1m Height",{"v":4,"d":"4.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[3,"023A",2,"C2.3.9.2(a)","no","Lowering manholes:\n(a) Sewer Concrete Ring manhole (Drawing ref 38570) - 1m Height",{"v":5,"d":"5.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(I14:I15)","v":{"v":0,"d":"R 0.00"}}]
[3,"023B",1,"C2.3.21.1(a)","m","State for each water main the pipe material type, class, coupling type and the class of bedding etc.\n(a) State diameter(RiderMain)",{"v":250,"d":"250.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[3,"023B",2,"C2.3.23.1(a)","no","State for each water main valve the type, class etc.\n(a) State diameter",{"v":3,"d":"3.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[3,"023B",3,"C3.2.1.1(a)","m3","Excavation for culvert structures: in all material situated within the following depth ranges below the surface level:\n(a) 0 m to 1,5 m",{"v":230,"d":"230.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[3,"023B",4,"C3.2.2.2(a)","m3","Backfilling: Using imported selected material:\n(a) From commercial sources (State type)",{"v":230,"d":"230.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[3,"023B",5,"C2.3.29.1(e )","m3","Bedding using selected granular material:\n(e) From commercial sources - Clean Course River Sand",{"v":90,"d":"90.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(I16:I20)","v":{"v":0,"d":"R 0.00"}}]
[4,"0303",1,"C3.3.2.1,","m","Prefabricated kerbing excluding cast in-situ channeling:\nType B Barrier Kerb, fig. 6, as per Drawing 38577",{"v":570,"d":"570.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(Table1[[#This Row],[Value]])","v":{"v":0,"d":"R 0.00"}}]
[5,"0402",1,"C4.2.3.1","m3","Excavating of materials in cuttings for use in the works, material obtained from: \nSoft excavation",{"v":351,"d":"351.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[5,"0402",2,"C1.7.1.1","m3","Loading from stockpile using machines and some hand labour where necessary",{"v":351,"d":"351.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[5,"0402",3,"C4.2.7.1","m3","Removal of unsuitable stable cut material to spoil: In layer thicknesses of 200 mm and less",{"v":385,"d":"385.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[5,"0402",4,"C4.2.5.1","m3","Excavating of materials in designated excavations, material obtained from:\nSoft excavation",{"v":545,"d":"545.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[5,"0402",5,"C4.2.9.1","m3","Excavate material to spoil in sites designated by the Contractor, material obtained from:\nSoft excavation, overburden and unsuitable material",{"v":355,"d":"355.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(I22:I26)","v":{"v":0,"d":"R 0.00"}}]
[5,"0403",1,"C4.3.4.1(a)","m","Saw-cutting existing materials within the following average depth ranges:\nAsphalt:\n(a) Up to 50 mm",{"v":10,"d":"10.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(Table1[[#This Row],[Value]])","v":{"v":0,"d":"R 0.00"}}]
[5,"0404",1,"C4.4.2.1(g)","m3","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers:\nPavement layer material:Type G7",{"v":500,"d":"500.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(Table1[[#This Row],[Value]])","v":{"v":0,"d":"R 0.00"}}]
[5,"0502",1,"C5.2.2.1(b)","m3","Fill construction: Normal fill material (G7) in compacted layer thicknesses of 200 mm and less:\n(b) Compacted to 93 % of MDD",{"v":500,"d":"500.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(Table1[[#This Row],[Value]])","v":{"v":0,"d":"R 0.00"}}]
[6,"0404",1,"C4.4.2.1(d )","m3","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers:\nPavement layer material:Type G4",{"v":275,"d":"275.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[6,"0404",2,"C4.4.2.1(e )","m3","Commercial materials identified by the Contractor from commercial, private or other non-commercial suppliers:(for sidewalk)\nPavement layer material:Type G4",{"v":30,"d":"30.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(I30:I31)","v":{"v":0,"d":"R 0.00"}}]
[6,"0501",1,"C5.1.1.2","m3","Roadbed construction and compaction to 95 % of MDD",{"v":1280,"d":"1,280.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[6,"0501",2,"C5.1.5.1","m3","In-place treatment of roadbed in hard material:\nby ripping",{"v":385,"d":"385.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(I32:I33)","v":{"v":0,"d":"R 0.00"}}]
[6,"0503",1,"C5.3.2.1(k)","m3","Construction of layers: Upper subbase (G4) layer compacted to 98 % of MDD",{"v":275,"d":"275.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[6,"0503",2,"C5.3.2.1(m)","m3","Sidewalk selected layer (G4) compacted to 98 % of MDD",{"v":30,"d":"30.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(I34:I35)","v":{"v":0,"d":"R 0.00"}}]
[6,"0901",1,"C9.1.5.1 (e)","m2","New construction Sidewalks\n(a) Stone skeletal mix – continuously graded (SA-S7) (25mm layer)",{"v":290,"d":"290.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[6,"0901",2,"C8.1.1.2","l","Prime coat: MC -30 cut-back bitumen. 0.6l/m2",{"v":175,"d":"175.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(I36:I37)","v":{"v":0,"d":"R 0.00"}}]
[6,"1304",1,"","m2","Supply and install Multi-cell (150mm)",{"v":1280,"d":"1,280.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[6,"1304",2,"C13.3.3\nPS.10","m3","Labour enhanced cast in situ concrete of 30 Mpa (19mm stone) - Road : Commercially- Sourced concrete (Rate to include the supply, lay and vibrating of the concrete)",{"v":255,"d":"255.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(I38:I39)","v":{"v":0,"d":"R 0.00"}}]
[7,"1206",1,"C12.6.14.1(b)","m3","Foundation trench excavation: Excavating all material for gabions situated within the following depth ranges \n(b) Exceeding 1,5 m and up to 3,0 m",{"v":125,"d":"125.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[7,"1206",2,"C12.6.15","m2","Surface preparation for bedding the gabions",{"v":250,"d":"250.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[7,"1206",3,"C12.6.16.2","m3","Polimac and Galfan gabion boxes (2m x 1m x1m) - Rock Unweathered and solid without flaking evident. Baskets to be handpacked in 1/3 heights layers - Baskets to be retensioned per lift. Inclusive of baskets frames if required to maintain line and level wit",{"v":350,"d":"350.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[7,"1206",4,"C12.6.17","m2","Geotextile (Filtertation and separation for use with gabions, min Grade 7)",{"v":270,"d":"270.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[7,"1206",5,"C12.6.2","m3","Excavation for wall base foundation",{"v":30,"d":"30.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[7,"1206",6,"C12.6.3","m3","Concrete for wall base foundation (25/26)",{"v":12,"d":"12.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[7,"1206",7,"C12.6.7","m2","Metallic reinforcing mesh (Mesh Ref. 245)",{"v":75,"d":"75.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[7,"1206",8,"C12.6.12.2","m2","Facings (Geolock wall as per drawing for wall 0-2m): For concrete block wall facing",{"v":80,"d":"80.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[7,"1206",9,"C12.6.13","no","Drainage (50mm weepholes installed inclusive of all elements as per drawing)",{"v":10,"d":"10.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}}]
[7,"1206",10,"C12.6.17","m2","Geotextile (Drainage A3)",{"v":75,"d":"75.00"},{"v":0,"d":"R 0.00"},{"$f":"+Table1[[#This Row],[EstimatedQty]]*Table1[[#This Row],[Rate]]","v":{"v":0,"d":"R 0.00"}},{"$f":"SUM(I40:I49)","v":{"v":0,"d":"R 0.00"}}]
[]
[{"$nulls":9},{"$f":"SUM(J49,J39,J37,J35,J33,J31,J26,J20,J15,J13,J11,J8)","v":{"v":127000,"d":"R 127,000.00"}}]
[{"$nulls":9},{"$f":"+J51*0.15","v":{"v":19050,"d":"R19,050.00"}}]
[{"$nulls":9},{"$f":"+J51+J52","v":{"v":146050,"d":"R 146,050.00"}}]