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["Section No","Part Code","Item No","Clause","Description","Unit","QTY","Tender Rate","Amount"]
["SECTION 1 - PRELIMINARY AND GENERAL"]
["PART A -PRELIMINARIES"]
[1,"AA",1,"GCC 2015","GENERAL CONDITIONS OF CONTRACT (GCC 2015) READ IN CONJUNCTION WITH THE CONTRACT DATA.","sum",1,{"v":0,"d":"R0.00"},{"$f":"G4*H4","v":{"v":0,"d":"R0.00"}}]
[1,"AA",2,"GCC 2015","Time Related Obligations","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AA",3,"SANS 1921-1","SANS 1921-1 : GENERAL ENGINEERING AND CONSTRUCTION WORKS IN CONJUNCTION WITH THE ASSOCIATED SPECIFICATION DATA IN THE SCOPE OF WORKS","sum",1,{"$f":"H4","v":{"v":0,"d":"R0.00"}},{"v":0,"d":"R0.00"}]
[1,"AA",4,"GCC 2015","Time Related Obligations","sum",1,{"$f":"H5","v":{"v":0,"d":"R0.00"}},{"v":0,"d":"R0.00"}]
[1,"AA",5,"C.1.2.3.1","COMMUNITY LIAISON OFFICER\r\n\r\nAllow for CLO to be appointed and monthly submission of proof of employment and payment for CLO.","PC Sum",125000,{"v":1,"d":"R1.00"},{"v":125000,"d":"R125,000.00"}]
[1,"AA",6,null,"Mark-up on CLO",null,1,{"v":0,"d":"0%"},{"$f":"H9*I8","v":{"v":0,"d":"R0.00"}}]
[]
[]
["PART AB - GENERAL SPECIFICATIONS"]
[1,"AB",1,"AB.4\r\nPS.11\r\nPS.AB.1.2","Contractor's Camp Site/Store Yard","sum",1,{"v":0,"d":"R0.00"},{"$f":"G13*H13","v":{"v":0,"d":"R0.00"}}]
[1,"AB",2,"AB.5\r\nPS.AB.5","Notice Board","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",3,"AB.7\r\nPS.AB.4","Road Deviations","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",4,"AB.7\r\nPS.1","Initial supply of all Signs, Barricades and Delineators","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",5,"AB.7\r\nPS.1","Maintenance of Pedestrian and Traffic Facilities","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",6,"AB.7","Maintenance of all Signs, Barricades and Delineators","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",7,"PS.AB.5","Allow for Progress Photographs","PC Sum",1000,{"v":1,"d":"R1.00"},{"v":1000,"d":"R1,000.00"}]
[1,"AB",8,null,"Handling costs etc. in respect of Item 7.Tenderer to state % markup. (Markup =……………..%)","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",9,"PS.13","Survey for, and Preparation of, 'As-Built' Drawings","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",10,"AB.6\r\nGCC.23","Allow the following items which the tenderer required to be priced seperately","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",11,null,"a)","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",12,null,"b)","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",13,null,"c)","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",14,"PS.14","Site Security","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AB",15,null,"Acceptance testing","PC Sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
["PART AH - OCCUPATIONAL HEALTH and SAFETY"]
[1,"AH",1,"AH.14.1\r\nPS.10","Contractor's initial obligations in respect of the Occupational Health and Safety Act and Construction Regulations","sum",1,{"v":0,"d":"R0.00"},{"$f":"G31*H31","v":{"v":0,"d":"R0.00"}}]
[1,"AH",2,"AH.14.2\r\nPS.10","Contractor's time related obligations in respect of the Occupational Health and Safety Act and Construction Regulations","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[1,"AH",3,"AH.14.3\r\nPS.10","Submission of the updated Health and Safety File. ","sum",1,{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
["SECTION 2 - SITE CLEARANCE"]
["PART B - SITE CLEARANCE"]
[2,"B",1,"B.8.2","General clearance and grubbing in road reserve","m2",{"v":2950,"d":"2950.00"},{"v":0,"d":"R0.00"},{"$f":"G38*H38","v":{"v":0,"d":"R0.00"}}]
[2,"B",2,"B.8.4\nPS.B.3","Removal of trees of girth exceeding 0,250 m  as directed by Engineer on site","no.",{"v":6,"d":"6.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[2,"B",3,"B.8.9\nPS.B.3\nPS.13","Removal of brickwork as directed by Engineer on site","m3",{"v":12,"d":"12.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[2,"B",4,"B.8.10\r\nPS.B.5\r\nPS.14","Removal of unreinforced concrete to tip as directed by Engineer on Site","m3",{"v":12,"d":"12.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[2,"B",5,"B.8.11\nPS.B.5\nPS.12","Removal of reinforced concrete to tip as directed by Engineer on Site","m3",{"v":12,"d":"12.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[2,"B",6,"B.8.15","Removal of sidewalk as directed by\nengineer upto depth of 0.125m.","m3",{"v":12,"d":"12.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[2,"B",7,"B.8.5            PS.B.6","Removal of Fence to spoil as directed by Engineer. ","m",{"v":120,"d":"120.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
["SECTION 3 - EARTHWORKS"]
["PART DA - EARTHWORKS : BULK"]
[3,"DA",1,"DA.8.3\nPS.DA.3\nPS.12","Excavate soft material to spoil","m3",{"v":530,"d":"530.00"},{"v":0,"d":"R0.00"},{"$f":"G49*H49","v":{"v":0,"d":"R0.00"}}]
[3,"DA",2,"DA.8.3\nPS.DA.2\nPS.DA.3\nPS.12","Extra over on Item 1 above for excavation of intermediate materiato spoil as directed by Engineer on Site.","m3",{"v":160,"d":"160.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[3,"DA",3,"DA.8.3\nPS.DA.2\nPS.DA.3\nPS.12","Extra over on Item 1 above for excavation of hard material (no blasting) by pneumatic means as directed by Engineer on Site.","m3",{"v":160,"d":"160.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[3,"DA",4,"DA.8.3\nPS.DA.2\nPS.DA.3\nPS.12","Extra over Item 1 for the excavation of\nboulders greater than 0,15 m3 to spoil\nas directed by Engineer on Site.","m3",{"v":30,"d":"30.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[3,"DA",5,"DA.8.9\nPS.13\nPS.DA.7/8","Formation","m2",{"v":1760,"d":"1760.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[3,"DA",6,"PS.DA.5\nPS.13","Import and process suitable G7 material from contractor's off-site source inclusive of haulage and royalties.","m3",{"v":65,"d":"65.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[3,"DA",7,"DA.8.6","Trimming of embankments","m2",{"v":1170,"d":"1170.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[3,"DA",8,"DB.8.19\nPS.2/3/4/5/6/7/\n8","Proving of existing services by hand excavation(provisional), where depth is :- Over 0.0m and not exceeding 1.5m","m3",{"v":30,"d":"30.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[3,"DA",9,"DA.8.3\nPS.DA.3\nPS.DA.4\nPS.12","Excavate for un-suitable material below formation.","m3",{"v":55,"d":"55.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
["PART DD -EARTHWORKS FOR STRUCTURES"]
[3,"DD",1,"DD.8.2\nPS.F.3\nPS.12","Excavate to spoil at approved tip for retaining/gabion wall base as directed by Engineer on Site.","m3",{"v":30,"d":"30.00"},{"v":0,"d":"R0.00"},{"$f":"G61*H61","v":{"v":0,"d":"R0.00"}}]
[]
[]
["PART EL -Dumprock subgrade improvement"]
[3,"EL",1,"EL.8","Dumprock subgrade improvement","m3",{"v":20,"d":"20.00"},{"v":0,"d":"R0.00"},{"$f":"G65*H65","v":{"v":0,"d":"R0.00"}}]
[]
[]
["SECTION 4 -  ROAD WORKS"]
["PART C - CONCRETE WORKS"]
[4,"C",1,"PS.C.1/2/3/4/9/10/11/14/15/16/17/18/19","Concrete pavement, Grade 40/26 150mm thick as detailed on Drawing No.48958.","m3",{"v":275,"d":"275.00"},{"v":0,"d":"R0.00"},{"$f":"H70*G70","v":{"v":0,"d":"R0.00"}}]
[4,"C",2,"PS.C.1/2/3/4/9/10/11/14/15/16/17/18/20","Supply and lay Mesh Ref 395 to Concrete Roadway","m2",{"v":1760,"d":"1760.00"},{"v":0,"d":"R0.00"},{"$f":"H71*G71","v":{"v":0,"d":"R0.00"}}]
[4,"C",3,"PS.C.1/2/3/4/20","Panel anchors, Grade 40/26 in as detailed on Drawing No.48958.","m3",{"v":25,"d":"25.00"},{"v":0,"d":"R0.00"},{"$f":"H72*G72","v":{"v":0,"d":"R0.00"}}]
[4,"C",4,"PS.C.1/2/3/4/21","Anchor blocks, Grade 40/26 as detailed on Drawing\nNo.48958.","m3",{"v":13,"d":"13.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[4,"C",5,"PS.C.13","L shape Y10 tiebars in longitudinal joints, 500mm in length.","no.",{"v":880,"d":"880.00"},{"v":0,"d":"R0.00"},{"$f":"H74*G74","v":{"v":0,"d":"R0.00"}}]
[4,"C",6,"PS.ED.8","Saw Cut New concrete Rd/existing road edge","m",{"v":200,"d":"200.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[4,"C",7,null,"Polysulphid sealant to construction joint (3 mm wide)","m",{"v":200,"d":"200.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
["PART EB -GRADED CRUSHED STONE"]
[3,"EB",1,"EB.8.1                   PS.EB.1","Graded crushed stone G2, 150mm thick compacted to 98% Mod.A.A.S.H.T.O","m3",{"v":60,"d":"60.00"},{"v":0,"d":"R0.00"},{"$f":"H80*G80","v":{"v":0,"d":"R0.00"}}]
[3,"EB",2,"EB.8.1                      PS.EB.1","Graded crushed stone G5, 150mm thick compacted to 95% Mod.A.A.S.H.T.O","m3",{"v":325,"d":"325.00"},{"v":0,"d":"R0.00"},{"$f":"H81*G81","v":{"v":0,"d":"R0.00"}}]
[3,"EB",3,"EB.8.2\r\nPS.EB.2","Prime Coat @ 0,6litres/m2","m2",{"v":405,"d":"405.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[{"$nulls":8},{"$f":"SUM(I80:I82)","v":{"v":0,"d":"R0.00"}}]
[]
["PART ED - ROAD ASPHALT"]
[4,"ED",1,"ED.8.1                   \nPS.ED.1/2/4/5/6/7/8/9","Private Plant Asphalt Sa-S14. Bitumen content % as per mix design entered at time of use.","t",{"v":39,"d":"39.00"},{"v":0,"d":"R0.00"},{"$f":"G86*H86","v":{"v":0,"d":"R0.00"}}]
[4,"ED",2,"ED.8.4","Tack Coat @ 0,3litres/m2","m2",{"v":410,"d":"410.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
["PART EF - KERBS AND HAUNCHES"]
[4,"EF",1,"EF.8.1\nPS.EF.1","Supply and lay Type F Fig.6 Barrier Kerb as detailed on Drawing No.48958.","m",{"v":585,"d":"585.00"},{"v":0,"d":"R0.00"},{"$f":"H91*G91","v":{"v":0,"d":"R0.00"}}]
[4,"EF",2,"PS.EF.2","Supply and lay Fig.12 kerb edge restraint as detailed on Drawing No.48815","m",{"v":20,"d":"20.00"},{"v":0,"d":"R0.00"},{"$f":"H92*G92","v":{"v":0,"d":"R0.00"}}]
[4,"EF",3,"EF.8.1","Extra over Item1 for curves of radius\nless than 25 m.","m",{"v":10,"d":"10.00"},{"v":0,"d":"R0.00"},{"$f":"H93*G93","v":{"v":0,"d":"R0.00"}}]
[]
[]
["SECTION 5  - STORMWATER DRAINAGE"]
["PART DB - EARTHWORKS FOR PIPE TRENCHES"]
[5,"DB",1,"DB.8.5\nPS.DB.1/2/3/4/6/8/9/10","Excavation for V-Drain.","m3",{"v":75,"d":"75.00"},{"v":0,"d":"R0.00"},{"$f":"G98*H98","v":{"v":0,"d":"R0.00"}}]
[5,"DB",2,"DB.8.5\nPS.DB.1/2/3/4/6/8/9/10","Excavate and backfill in soft material for 450mm diameter concrete pipe where depth is:- - Over 0,0 m and not exceeding 1,5 m.","m",{"v":60,"d":"60.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[5,"DB",3,"DB.8.5\nPS.DB.1/2/3/4/6/8/9/10","Excavate and backfill in soft material for 450mm diameter concrete pipe where depth is:- - Over 1,5 m and not exceeding 2,0 m","m",{"v":30,"d":"30.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[5,"DB",4,"DB.8.6","Extra over on items 1 and 2 above for excavation in hard material.","m",{"v":30,"d":"30.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[5,"DB",5,"BD.8.9\nDB.8.10\nPS.DB.1/9","Supply, placing and compacting of Class B pipe bedding as per detail on Standard Drawing 38575.","m",{"v":30,"d":"30.00"},{"v":0,"d":"R0.00"},{"$f":"G102*H102","v":{"v":0,"d":"R0.00"}}]
[5,"DB",6,"BD.8.9\nDB.8.10\nPS.DB.1/9","Supply, placing and compacting of Class C pipe bedding as per detail on Standard Drawing 38575.","m",{"v":30,"d":"30.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[5,"DB",7,"DB.8.5\nPS.DB.1/2/3/4/6/8/9/10","Excavate and backfill in soft material for 110mmØ perforated subsoil drainage where depth is:- Over 0,0 m and not exceeding 1,5 m.","m3",{"v":40,"d":"40.00"},{"v":0,"d":"R0.00"},{"$f":"H104*G104","v":{"v":0,"d":"R0.00"}}]
[5,"DB",8,"DB.8.5\nPS.DB.1/2/3/4/6/8/9/10","Extra over item 7 above for intermediate material","m3",{"v":12,"d":"12.00"},{"v":0,"d":"R0.00"},{"$f":"H105*G105","v":{"v":0,"d":"R0.00"}}]
[5,"DB",9,"DB.8.5\nPS.DB.1/2/3/4/6/8/9/10","Extra over item 7 above for hard material","m3",{"v":12,"d":"12.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
["PART C - CONCRETE"]
[5,"C",1,"PS.C.1/2/3/4/21","Construct 100mm thick V-Drain with 25Mpa/19mm concrete reinforced with steel Mesh ref 195 (rate to include formwork)","m2",{"v":36,"d":"36.00"},{"v":0,"d":"R0.00"},{"$f":"H110*G110","v":{"v":0,"d":"R0.00"}}]
[6,"C",2,"C.8.1\nPS.C.1/2/3/4/7","Supply and place Grade 20/26 concrete for cast insitu encasement to ducts as directed by Engineer on Site","m3",{"v":6,"d":"6.00"},{"v":0,"d":"R0.00"},{"$f":"G111*H111","v":{"v":0,"d":"R0.00"}}]
[]
[]
["PART PG - NON PRESSURE PIPELINES and PC CULVERTS"]
[5,"PG",1,"PG.8.2","Supply and lay 450 mm diameter\nconcrete Class 100D stormwater pipe as directed by Engineer on Site","m",{"v":60,"d":"60.00"},{"v":0,"d":"R0.00"},{"$f":"G115*H115","v":{"v":0,"d":"R0.00"}}]
[5,"PG",2,"PG.8.11","Supply and lay 110 mm diameter\nU.P.V.C. cable ducts as directed by\nEngineer on Site","m",{"v":40,"d":"40.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[5,"PG",3,"PG.8.11","Supply and lay 160 mm diameter\nU.P.V.C. cable ducts as directed by\nEngineer on Site","m",{"v":295,"d":"295.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[5,"PG",4,"PG.8.11.3","Concrete Cable duct Marker (ethekwini Spec)","No.",{"v":60,"d":"60.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[5,"PG",5,"PS.PG.1/2/3/4/5","Supply and lay approved 110mm diameter perforated drainage as per subsoil detail. Class 2 pipe.","m",{"v":120,"d":"120.00"},{"v":0,"d":"R0.00"},{"$f":"H119*G119","v":{"v":0,"d":"R0.00"}}]
[5,"PG",6,"PG.3.10","Supply and lay of 13.2 mm stone material for subsoil pipe bedding from commercial or off-site source complete.","m3",{"v":20,"d":"20.00"},{"v":0,"d":"R0.00"},{"$f":"H120*G120","v":{"v":0,"d":"R0.00"}}]
[5,"PG",7,"PS.PG.4","Supply and lay clean coarse sand for subsoil pipe bedding from commercial or off-site source complete.","m3",{"v":20,"d":"20.00"},{"v":0,"d":"R0.00"},{"$f":"H121*G121","v":{"v":0,"d":"R0.00"}}]
[5,"PG",8,"PS.PG.5","Geofabric to Sub-Soil Filter","m2",{"v":20,"d":"20.00"},{"v":0,"d":"R0.00"},{"$f":"H122*G122","v":{"v":0,"d":"R0.00"}}]
[]
[]
["PART PG - MANHOLES and APPURTENANT DRAINAGE WORKS"]
[5,"PH",1,"PH.8.3\nPS.1\nPS.6\nPS.PH.1\nPS.PH.6","Manhole Type A with inlet type cover S2. Depth : Over 0,0 m and not exceeding 1,5m as per detail on Standard Drawing 38572.","no.",{"v":2,"d":"2.00"},{"v":0,"d":"R0.00"},{"$f":"G126*H126","v":{"v":0,"d":"R0.00"}}]
[5,"PH",2,"PH.8.3\nPS.PH.1\nPS.PH.6","Construct Standard inlet Type S1.  Depth :- - Over 0,0 m and not exceeding 1,5 m as per detail on Standard Drawing 38572.","no.",{"v":2,"d":"2.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[5,"PH",3,"PH.8.3\nPS.PH.1\nPS.PH.6","Construct Standard inlet Type S1.  Depth :- - Over 1,5 m and not exceeding 2,0 m as per detail on Standard Drawing 38572.","no.",{"v":2,"d":"2.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[5,"PH",4,"PH.8.3\nPS.PH.1\nPS.PH.6","Construct Standard inlet Type D3.  Depth :- - Over 0,0 m and not exceeding 1,5 m as per detail on Standard Drawing 38572.","no.",{"v":2,"d":"2.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[5,"PH",5,"PS.PH.7","Construct Standard outlet headwall as per detail on Standard Drawing 38576 and as directed by Engineer on Site.","no.",{"v":2,"d":"2.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
["SECTION 6 - EMBANKMENT PROTECTION"]
["PART C - CONCRETE WORK"]
[6,"C",1,"PS.C.1/2/3/4/6","Supply and place Grade 15/19 mass concrete in and between top row of blocks as detailed on Drawing No.48958 and as directed by Engineer on Site","m3",{"v":3,"d":"3.00"},{"v":0,"d":"R0.00"},{"$f":"G135*H135","v":{"v":0,"d":"R0.00"}}]
[6,"C",2,"PS.C.1/2/3/4/5/7","Supply and place Grade 25/26 concrete to cast insitu concrete to retaining wall foundation, excavation and compaction of sub-grade to 95% Mod. A.A.S.H.T.O as detailed on Drawing No.48958.","m3",{"v":27,"d":"27.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[6,"C",3,"PS.C.1/2/3/4/5/7","Supply and place  mesh ref.245 to retaining wall foundation. ","m2",{"v":180,"d":"180.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
["PART F - PROTECTION WORKS"]
[6,"F",1,"PS.F.8.6","Supply and install Gabion Baskets (PVC and Zinc Coated -1m x 1m x 1m)","m3",{"v":18,"d":"18.00"},{"v":0,"d":"R0.00"},{"$f":"G141*H141","v":{"v":0,"d":"R0.00"}}]
[6,"F",2,"F.8.6\nPS.F.8","Supply and lay Gabion mattresses, 300 mm thick as detailed on Drawing No.49128 and as directed by Engineer on Site","m2",{"v":8,"d":"8.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[6,"F",3,"F8.3\nPS.F.11","Supply and lay Grass sodding (Cynodon Dactilon -Creepy Variety).","m2",{"v":1170,"d":"1170.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[6,"F",4,"PS.F.9","Supply and lay plantable interlocking TB300/ Geolok 400 or approved equivalent earth retaining system blocks as detailed on Drawing No.48958 and as directed by Engineer on Site.","m2",{"v":180,"d":"180.00"},{"v":0,"d":"R0.00"},{"$f":"G144*H144","v":{"v":0,"d":"R0.00"}}]
[6,"F",5,"PS.F.4","Supply and install approved grade geofabric to earth retaining system as detailed on Drawing No.48958.","m2",{"v":200,"d":"200.00"},{"v":0,"d":"R0.00"},{"$f":"G145*H145","v":{"v":0,"d":"R0.00"}}]
[6,"F",6,"PS.F.2\nPS.F.5","Supply and install 50mm weepholes to earth retaining system as detailed on Drawing No.48958.","no.",{"v":360,"d":"360.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[6,"F",6,null,"Re-erect wire fence using materials previously recovered from site.","m",{"v":100,"d":"100.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
["SECTION 7  - ROAD SIGNS AND MARKINGS"]
["PART TA - ROAD SIGNS"]
[7,"TA",1,"TA.8.1\nPS.TA.1/2/5/6/7","Supply and erect road sign boards, area not exceeding 2m2","m2",{"v":6,"d":"6.00"},{"v":0,"d":"R0.00"},{"$f":"G152*H152","v":{"v":0,"d":"R0.00"}}]
[7,"TA",2,"TA.8.2\nPS.TA.3","Supply and erect standard 76mm\ndiameter hotted dipped galvanised road name sign supports. Rate to include haulage.","no.",{"v":6,"d":"6.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[7,"TA",3,"TA.8.3\nPS.DA.3","Excavate and backfill for road sign supports","m3",{"v":3,"d":"3.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[7,"TA",4,"TA.8.4\nPS.C.1/2/3/4/7","Supply and place grade 20/19 concrete for road sign footings","m3",{"v":3,"d":"3.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
["PART TB - ROAD MARKINGS"]
[7,"TB",1,"TB.8.1.1\r\nPS.TB","Painted road lines 150mm wide (white), including setting out and premarking","m",{"v":100,"d":"100.00"},{"v":0,"d":"R0.00"},{"$f":"G159*H159","v":{"v":0,"d":"R0.00"}}]
[7,"TB",2,"TB.8.1.1\r\nPS.TB","Painted road lines 300mm wide (white), including setting out and premarking","m",{"v":20,"d":"20.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[7,"TB",3,"TB.8.1.2\r\nPS.TB","Road Marking for lettering, symbols and traffic islands (white), including setting out lettering, symbols and traffic island markings.","m2",{"v":2,"d":"2.00"},{"v":0,"d":"R0.00"},{"v":0,"d":"R0.00"}]
[]
[]
[]
[{"$nulls":6},"Tender price  (Excl VAT)",null,{"$f":"SUM(I4:I162)","v":{"v":126000,"d":"R126,000.00"}}]
[{"$nulls":6},"Vat",null,{"$f":"I165*0.15","v":{"v":18900,"d":"R18,900.00"}}]
[{"$nulls":6},"Tender price  (Incl VAT)",null,{"$f":"I165+I166","v":{"v":144900,"d":"R144,900.00"}}]