{"text_format":"3","workbook":"xls","n_sheets":1,"sheets":["1M-30678"],"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"1M-30678","index":0,"n_rows":135,"n_cols":9,"rows_kept":135,"flags":["formulas_cached_only"]}
[]
[{"$nulls":4},"1M-30678"]
[]
[]
[null,null,"ItemNo","Clause","Description","Unit","Estimated Qty","Tender Rate","Amount"]
[]
[{"$nulls":4},"Section 1"]
[{"$nulls":3},"AA","PRELIMINARIES"]
[null,null,1,"PS. AB.12","Contractor's Fixed Obligation","sum",1]
[null,null,2,"PS. AB.8","Contractors superintendance including transport and communication","Months",36]
[null,null,3,"PS.AB.9","Provision for C.L.O. as per engineers instruction (Proof of hours worked to be attached to monthly claim)","PC Sum",800000,1,800000]
[null,null,4,"PS. AB.10","Accommodate traffic as per the Southern African Development Community  Roads Traffic Manual Volume 2  and in accordance with RTI at all times. This item also inlcudes for the provision of all signs, traffic cones, delineators and  flagmen as required for ","months",36]
[]
[{"$nulls":4},"OCCUPATIONAL HEALTH and SAFETY"]
[null,null,1,"AH.14.1","Contractor's initial obligations in respect of the Occupational Health and Safety Act and Construction Regulations. Included in this item is the supply of all personal protective equipment (PPE) required to perfom on works i.e. Uniform, safety shoes, safe","sum",1]
[null,null,2,"AH.14.2","Contractor's time related obligations in respect of the Occupational Health and Safety Act and Construction Regulations, including compliance with PPE (ensuring that all personnel are properly clad and equiped to perfom on works at all times for the durat","months",36]
[null,null,3,"AH.14.3","Submission of the Health and Safety File (to be approved by the clients Health and Safety officer before works hand over).","sum",1]
[]
[]
[{"$nulls":4},"Section 2"]
[{"$nulls":3},"B","SITE CLEARANCE"]
[null,null,1,"B.8.2","General clearance and grubbing","m2",175000]
[null,null,2,"B.8.4","Removal and grubbing of large trees and stumps","no.",10]
[null,null,3,"B.8.5","Removal of existing fences","m",100]
[null,null,4,"B.8.9","Removal of brickwork","m3",110]
[null,null,5,"B.8.10","Removal of unreinforced concrete","m3",100]
[null,null,6,"B.8.11","Removal of reinforced concrete","m3",30]
[null,null,7,"PS.B.8.15.5","Removal of existing asphalt surfacing","m3",20]
[null,null,8,"PS.F.8.10","Re-instate fencing","m",150]
[]
[]
[{"$nulls":4},"Section 3"]
[{"$nulls":3},"AB","GENERAL SPECIFICATIONS"]
[null,null,1,"PS. AB.13","Repairs up to 16mm Ø HDPE water pipes including supply of all materials","no.",100]
[null,null,2,"PS. AB.13","Repairs from 17 to 28mm Ø HDPE water pipes including supply of all materials","no.",50]
[null,null,3,"PS. AB.13","Repairs to 50mm Ø HDPE water pipes including supply of all materials","no.",50]
[null,null,4,"PS. AB.14","Lowering up to 16mm Ø HDPE water pipes to a depth of 800mm including supply of all materials","m",100]
[null,null,5,"PS. AB.14","Lowering of 17 to 28mm Ø HDPE water pipes to a depth of 800mm including supply of all materials","m",100]
[null,null,6,"PS. AB.14","Lowering of 50mm Ø HDPE water pipes to a depth of 800mm including supply of all materials","m",100]
[]
[{"$nulls":3},"DC","EARTHWORKS FOR CONCRETE LINED CANALS"]
[null,null,1,"DC.8.2","Excavating soft material situated within 0-1.5m depth: (a) to stockpile","m3",200]
[null,null,2,"DC.8.2","Excavating soft material situated within 0-1.5m depth: (a) to spoil","m3",850]
[null,null,3,"DC.8.2","Extra over item (a) and (b) above for \nexcavating in hard material","m3",240]
[null,null,4,"DC.8.3","Backfilling and compactling (a) using excavated material (from stockpile) ","m3",200]
[null,null,5,"DC.8.3","Backfilling and compacting: (b) Using imported material (including haulage)","m3",250]
[null,null,6,"PS.GM.4","Supply and construct subsoil drain as per Drawing No.:38575, including test flushing and excavation in all materials, complete.","m",400]
[null,null,7,"PS.C.8.4","Cast insitu concrete lining (20 Mpa / 19mm) v-drains (Class 2 surface finish to cast insitu concrete v-drains)","m3",100]
[null,null,8,"C.8.2","Steel reinforcement (Welded steel mesh Ref 193)","m2",800]
[null,null,9,"C.8.3","Formwork to cast insitu concrete lining for open drains (class 2 surface finish) to side with formwork on the internal and external faces (each side measured)","m2",200]
[null,null,10,"PS.C.8.5","Expansion joints for concrete lined open v-drains","m",1200]
[{"$nulls":4},"SECTION 4"]
[null,null,1,"PS.PH.10","Clearing and Grubbing at inlets and outlets of stormwater structures","no.",200]
[null,null,2,"PS.PH.11","Removal of silt and sand by excavation at inlet and outlet structures when required","m3",250]
[null,null,3,"PS.PH.12","Unblocking and cleaning of existing stormwater pipe crossings","m",500]
[null,null,4,"DD.8.2","EXCAVATION FOR STORMWATER PIPE CROSSINGS (a) to stockpile","m3",200]
[null,null,5,"DD.8.2","EXCAVATION FOR STORMWATER PIPE CROSSINGS(b) to spoil","m3",300]
[null,null,6,"PS.PH.8.10","CONSTRUCT TYPE 'A' HEADWALL TO NEW/EXISTING PIPES: 600mm diameter pipe","no.",20]
[null,null,7,"PS.PH.8.10","CONSTRUCT TYPE 'A' HEADWALL TO NEW/EXISTING PIPES: 900mm diameter pipes","no.",15]
[null,null,8,"PH.8.3","CONSTRUCT TYPE 'S1' INLET STRUCTURES TO EXISTING/NEW PIPE CROSSINGS (0 UP TO 1.5M DEPTH), INCLUDING COVER, LID AND SUPPORT BEAMS (AS PER DRAWING NO. 38572) 900 mm diameter 100D","no.",25]
[null,null,9,"PH.8.3","CONSTRUCT TYPE 'S1' INLET STRUCTURES TO EXISTING/NEW PIPE CROSSINGS (0 UP TO 1.5M DEPTH), INCLUDING COVER, LID AND SUPPORT BEAMS (AS PER DRAWING NO. 38572) 600mm diameter 100D","no.",15]
[null,null,10,"PG.8.2","SUPPLY AND LAY NEW STORMWATER PIPES: (b) 600 mm diameter 100D","m",250]
[null,null,11,"PG.8.2","SUPPLY AND LAY NEW STORMWATER PIPES: (d) 900 mm diameter 100D","m",130]
[null,null,12,"DD.8.2","(EXCAVATION FOR STORMWATER PIPE CROSSINGS) (c) extra over for hard material","m3",60]
[null,null,13,"DB.8.9","Class C bedding","m3",300]
[null,null,14,"DD.8.3","Backfilling for stormwater pipes (from stockpile)","m3",150]
[null,null,15,"DD.8.3","Selected fill for stormwater pipes (from borrow)","m3",300]
[null,null,16," PG.8.2","Stream diversion / Management","no.",5]
[null,null,17," PG.8.2","General clearing and grubbing within servitude","m2",440]
[null,null,18," PG.8.2","Removal of disused pipes, 600 to 1200mm diameter and store on site for re-use","m",80]
[null,null,19,"DD.8.3","Grade 30/26 concrete in base slabs, in fills and wing walls","m3",100]
[null,null,20,"DD.8.3","High tensile steel","t",2.5]
[null,null,21,"DD.8.9","Class 1 shuttering to base slabs, walls, and edge of slabs","m2",150]
[null,null,22,"DB.8.11","Class 4 concrete upper surface finish (steel float)","m2",100]
[{"$nulls":4},"Portal and Rectangular Culverts without prefabricated floor slabs (SANS 986)"]
[null,null,23,"PG.8.7","1200 x 1200mm","no.",8]
[null,null,24,"PG.8.7","1500 x 1500mm","no.",16]
[null,null,25,"PG.8.7","2400 x 1500mm","no.",16]
[null,null,26,"C.8.3","Class 1 shuttering of slot on surface of base for culvert legs","m2",80]
[null,null,27,"DD.8.2","Excavate in all material for culvert to stockpile","m3",300]
[null,null,28,"DD.8.3","Backfill and compact using material from stockpile (93% Mod ASSHTO)","m3",550]
[null,null,29,"PS.C.8.5","Expansion joints for mass concrete","m",50]
[null,null,30,"PS.C.8.6","Construction joints","m",70]
[null,null,31,"PS.C.8.7","Cast 15/19 blinding layer (up to 50mm thick)","m2",250]
[]
[{"$nulls":4},"SECTION 5"]
[{"$nulls":3},"GM","GRAVEL ROAD MAINTENANCE"]
[null,null,1,"DA.8.3","Excavate (insitu material) cut to fill, gravel material in compacted layer thickness of 150mm,  to 93% of modified AASHTO density. Haulage to be included in tendered rate","m3",300]
[null,null,2,"DA.8.3","Excavate insitu material to spoil including haulage","m3",200]
[null,null,3,"DA.8.4","Import selected fill, including haulage, gravel material in compacted layer thickness of 150mm, to 93% of modified AASHTO density.","m3",4000]
[null,null,4,"DA.8.3","Extra over for hard excavation for item 1 and 2 above","m3",200]
[{"$nulls":4},"\tTrimming of embarkments and Finishing off cut and fill slopes, medians and interchange areas:"]
[null,null,5,"DA.8.6","(a) in cut slopes","m2",500]
[null,null,6,"DA.8.6","(b) in fill slopes","m2",350]
[null,null,7,7100,"Supply and lay 30/19 concrete in 2.5x2.5 panels as instructed by Engineer. Longitudinal joints to be dowelled with Y10(deformed bars), 500mm in length @ 750mm","m3",500]
[]
[]
[{"$nulls":4},"SECTION 6"]
[{"$nulls":3},"GM","GRAVEL ROAD MAINTENANCE"]
[null,null,1,"PS.GM.5","Rip, shape, process and re-compact full width of existing road surface to 90% Mod AASHTO and the construction of earth side drains and mitre drains.","km",30]
[null,null,2,"PS.GM.10","Supply, place, process and compact 150mm selected gravel pavement layer (G7 quality) from an approved source to 93% Mod AASHTO, including haulage","m3",55000]
[null,null,3,"PS.GM.10","Supply, place, process and compact 150mm gravel wearing course (G6 quality) from an approved source to 95% Mod AASHTO, including haulage","m3",13500]
[]
[]
[{"$nulls":4},"SECTION 7"]
[{"$nulls":3},"GM","GRAVEL ROAD MAINTENANCE"]
[null,null,1,"F.8.4","Supply and lay grouted stone pitching","m2",150]
[null,null,2,"F.8.6","Supply and lay PVC coated gabion boxes","m3",400]
[null,null,3,"F.8.6","Supply and lay PVC coated reno mattresses","m3",80]
[null,null,4,"PS.F.8.9","Supply and lay geofabric for item 3 and 4 (A4 or equivalent)","m2",2000]
[]
[]
[{"$nulls":4},"SECTION 8"]
[null,null,1,"PS.GM.11","Labour rate for work during normal working hours (a) Unskilled","hr",80]
[null,null,2,"PS.GM.11","Labour rate for work during normal working hours (b) Skilled","hr",30]
[null,null,3,"PS.GM.11","Labour rate for work during normal working hours (c) Ganger","hr",20]
[null,null,4,"PS.GM.11","Labour rate for work during normal working hours (d) Flagmen","hr",20]
[null,null,5,"PS.GM.11","Labour rate for work outside normal working hours including Saturday (a) Unskilled","hr",10]
[null,null,6,"PS.GM.11","Labour rate for work outside normal working hours including Saturday (b) Skilled","hr",10]
[null,null,7,"PS.GM.11","Labour rate for work outside normal working hours including Saturday (c) Gange","hr",10]
[null,null,8,"PS.GM.11","Labour rate for work outside normal working hours including Saturday (c) Flagmen","hr",10]
[null,null,9,"PS.GM.11","Labour rate for work during Sundays and Public Holidays (a) Unskilled","hr",10]
[null,null,10,"PS.GM.11","Labour rate for work during Sundays and Public Holidays (a) Skilled","hr",10]
[null,null,11,"PS.GM.11","Labour rate for work during Sundays and Public Holidays (c) Ganger","hr",10]
[null,null,12,"PS.GM.11","Labour rate for work during Sundays and Public Holidays (d) Flagmen","hr",10]
[null,null,13,"PS.GM.11","Transport and Equipment - i.e Tipper Trucks. i) 6m3","hr",10]
[null,null,14,"PS.GM.11","Transport and Equipment - i.e Tipper Trucks. ii)10 m3","hr",20]
[null,null,15,"PS.GM.11","Transport and Equipment - i.e Tipper Trucks. b) Loader ( 1,0 m3) bucket","hr",20]
[null,null,16,"PS.GM.11","Transport and Equipment - i.e Tipper Trucks. c) Grader (CAT 140 G or similar)","hr",20]
[null,null,18,"PS.GM.11","Transport and Equipment - i.e Tipper Trucks. d) 10 ton Vibratory roller (Smooth/pad foot)","hr",20]
[null,null,19,"PS.GM.11","Transport and Equipment - i.e Tipper Trucks.e) Watercart (10 000 l)","hr",20]
[null,null,20,"PS.GM.11","Transport and Equipment - i.e Tipper Trucks. Dozer (D6 of Similar)","hr",20]
[null,null,21,"PS.GM.11","Transport and Equipment - i.e Tipper Trucks. Excavator (20 ton)","hr",20]
[null,null,22,"PS.GM.11","Transport and Equipment - i.e Tipper Trucks. TLB","hr",20]
[null,null,23,"PS.GM.11","Transport and Equipment - i.e Tipper Trucks. Low bed Moves","hr",500]