{"text_format":"3","workbook":"xls","n_sheets":8,"sheets":["1. Preliminary and General","2. Site Clearance","3, Earthworks","4, Bedding","5, Sewers","6, CCT, CIPP and Pipe Cracking","7. Gabions and Pitching","BOQ Summary"],"not_rendered":{"external_links":1,"defined_names":1,"comments":1},"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"1. Preliminary and General","index":0,"n_rows":143,"n_cols":7,"rows_kept":143,"merged":[[41,0,41,4],[43,0,43,4],[80,0,80,4],[82,0,82,4],[130,0,130,4],[132,0,132,4],[142,0,142,4]],"flags":["formulas_cached_only"]}
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
[1,"SABS 1200A & 1200AB","SCHEDULE 1:  PRELIMINARY AND GENERAL"]
[]
["1.1","8.3","FIXED-CHARGE ITEMS"]
[]
["1.1.1","8.3.1","Contractual requirements","Sum",1]
[]
["1.1.2","8.3.2","Provision of facilities on site:"]
[]
[null,"8.3.2.1","1) Facilities for Engineer:"]
[null,null,"a)Engineers Office Type 2 and parking (No.=2)","Sum",1]
[null,null,"b)Nameboards (No=2)","Sum",1]
[null,null,"c) Communication ","P/S",1,{"v":15000,"d":"15,000.00"},{"v":15000,"d":"R15,000.00"}]
[null,null,"d) Overhead profit on item 1.1.2(c) above","%",{"v":15000,"d":"15000.00"}]
[null,null,"e) Meeting room Type 1","Sum",1]
[null,null,"f) Latrine facilities","Sum",1]
[]
["1.1.3","8.3.2.2","2) Facilities for the Contractor"]
[null,null,"a) Offices and storage sheds","Sum",1]
[null,null,"b) Ablution and latrine facilities","Sum",1]
[null,null,"c) Tools and equipment","Sum",1]
[null,null,"d) Access (see sub-clause 5.8)","Sum",1]
[null,null,"e) Water supplies, electric power and communications","Sum",1]
[null,null,"f) Dealing with water ","Sum",1]
[]
["1.1.4","PSA 8.3.5.2","OHS Act Obligations (Compilation of OHSAct file)","Sum",1]
["1.1.5",null,"Complaince with all COVID fixed items Requirements","Sum",1]
["1.1.6","PSA 8.3.5.3","EMP Obligations","Sum",1]
["1.1.7","PSA 8.3.5.1 ","Issuing of notices to consumers also refer to PS6.6","Sum",1]
["1.1.8","8.3.4","Removal of site Establishment","Sum",1]
[]
["1.2",8.4,"TIME RELATED ITEMS"]
["1.2.1","8.4.1","Contractual requirements","month",12]
[null,"8.4.2","Operation and maintainance of facilities on site."]
[]
["1.2.2","8.4.2.1","1) Facilities for Engineer:"]
[null,null,"a)Engineers Office Type 2 and parking (No.=2)","month",12]
[null,null,"b)Nameboards (No=2)","month",12]
[null,null,"c) Communication ","P/S",1,{"v":15000,"d":"15,000.00"},{"v":15000,"d":"R15,000.00"}]
[null,null,"d) Overhead profit on item 1.2.2(c) above","%",{"v":15000,"d":"15000.00"}]
[]
["AMOUNT CARRIED FORWARD"]
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
["AMOUNT BROUGHT FORWARD"]
[null,null,"e) Meeting room Type 1","month",12]
[null,null,"f) Latrine facilities","month",12]
[]
["1.2.3","8.4.2.2","Facilities for the Contractor:"]
[null,null,"a) Offices and storage sheds","month",12]
[null,null,"b) Ablution and latrine facilities","month",12]
[null,null,"c) Tools and equipment","month",12]
[null,null,"d) Access (see sub-clause 5.8)","month",12]
[null,null,"e) Plant","month",12]
[null,null,"f) Water supplies, electric power and communications","month",12]
[null,null,"g) Dealing with water ","month",12]
["1.2.4","8.4.3","Supervision for the duration of construction","month",12]
["1.2.5","8.4.4","Company and head office overhead costs for the duration of the Contract","month",12]
["1.2.6","PSA 8.4.6.2","Security Services","month",12]
[]
["1.3","OHS Spec.","Allow for compliance with all aspects of the OHS specification including:"]
["1.3.1","PSA 8.4.6.4","Risk assesment","month",12]
["1.3.2","PSA 8.4.6.1(1)","Complaince with Health and Safety Plan including Safety Officer Salary","month",12]
["1.3.3",null,"Complaince with all COVID requirements","month",12]
[]
["1.4","EMP ","Allow for compliance with all aspects of the EMP/Authorizations  including"]
["1.4.1","PSA 8.4.6.1(2)","a)Environmental Officer Salary","month",12]
["1.4.2","PSA 8.4.6.1(3)","b) Environmental Control Officer","P/S",1,{"v":360000,"d":"360,000.00"},{"v":360000,"d":"R360,000.00"}]
["1.4.3",null,"c) Overheads, charges and profit on item 1.4.2(b) above","%",{"v":360000,"d":"360,000.00"}]
[]
["1.5","8.6","Prime cost items"]
["1.5.1",null,"a) Materials used in the execution of dayworks","P/S",1,{"v":20000,"d":"20,000.00"},{"v":20000,"d":"R20,000.00"}]
["1.5.2",null,"b) Overheads, charges and profit on item 1.4.1(a) above","%",{"v":20000,"d":"20000.00"}]
[]
["1.6","8.8","TEMPORARY WORKS"]
["1.6.1","8.8.2","Dealing with traffic for the duration of the Contract","Sum",1]
["1.6.2","8.8.6","Dealing with water","Sum",1]
["1.6.3","8.8.4","Existing services"]
["1.6.4","PSA 8.8.4 (a)","a) Supply or hire of specialist equipment for the detection and Scanning of existing services.","P/S",1,{"v":50000,"d":"50,000.00"},{"v":50000,"d":"R50,000.00"}]
["1.6.5",null,"Profit on item 1.6.4 (a) above","%",{"v":50000,"d":"50000.00"}]
["1.6.6"," PSA 8.8.4 (b)","b) Excavation by hand to expose existing services.","m3",1]
["AMOUNT CARRIED FORWARD"]
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
["AMOUNT BROUGHT FORWARD"]
["1.7","PSA 8.5","PROVISIONAL SUMS STATED BY ENGINEER"]
[null,null,"a) Reinstatement of asphalt by JRA","P/S",1,{"v":500000,"d":"500,000.00"},{"v":500000,"d":"R500,000.00"}]
[null,null,"b) Engineer's Equipment and Independent testing","P/S",1,{"v":100000,"d":"100,000.00"},{"v":100000,"d":"R100,000.00"}]
[null,null,"c) Temporary protection of existing services","P/S",1,{"v":45000,"d":"45,000.00"},{"v":45000,"d":"R45,000.00"}]
[null,null,"d) Community Liaison Officer","P/S",1,{"v":100000,"d":"100,000.00"},{"v":100000,"d":"R100,000.00"}]
[null,null,"e) Landscaping and including irrigation system","P/S",1,{"v":50000,"d":"50,000.00"},{"v":50000,"d":"R50,000.00"}]
[null,null,"f) Relocation of existing services","P/S",1,{"v":25000,"d":"25,000.00"},{"v":25000,"d":"R25,000.00"}]
[null,null,"g) Training of local labour","P/S",1,{"v":100000,"d":"100,000.00"},{"v":100000,"d":"R100,000.00"}]
[null,null,"h) Alterations and connection to Municipal services and repair to damaged services where approved by Engineer","P/S",1,{"v":20000,"d":"20,000.00"},{"v":20000,"d":"R20,000.00"}]
[null,null,"i) Disposal of Asbestos","P/S",1,{"v":100000,"d":"100,000.00"},{"v":100000,"d":"R100,000.00"}]
[null,null,"j) Investigations as ordered by the Engineer","P/S",1,{"v":120000,"d":"120,000.00"},{"v":120000,"d":"R120,000.00"}]
[null,null,"k) Survey as per the Engineer's instruction. Rate to include for a CD with AutoCAD drawing/s and co-ordinates data in CSV or text format.","P/S",1,{"v":250000,"d":"250,000.00"},{"v":250000,"d":"R250,000.00"}]
[null,null,"l) Overheads, charges and profit on items (a-k) above ","%",{"v":1410000,"d":"1,410,000.00"}]
["1.8","P.S 3.2.8","m) Overheads, charges and profit on items and Management fees for SMMEs based on SMME value paid to them (Value of Provisional Sum provided is indicative and will depend on a work package allocation) ","P/S",1,{"v":1000000,"d":"1,000,000.00"},{"v":1000000,"d":"R1,000,000.00"}]
[null,null,"n) Overheads, charges and profit on item m above (Value of Provisional Sum provided is indicative and will depend on a work package allocation)","%",100000]
[]
["1.9","8.7","Day works (to be executed on instruction from the Engineer)"]
[null,null,"Labour"]
[null,null,"a) Unskilled","hr",10]
[null,null,"b) Semi skilled","hr",10]
[null,null,"c) Skilled","hr",10]
[null,null,"d) Armed Security guard","hr",10]
[null,null,"Tipper truck"]
[null,null,"a) Capacity 6m³ (small)","hr",10]
[null,null,"b) Capacity 10m³ (medium)","hr",10]
[null,null,"c) Capacity 12m³ (large)","hr",10]
[null,null,"Flat bed tracks"]
[null,null,"a) Capacity 3 ton (small)","hr",10]
[null,null,"b) Capacity 5 ton (medium)","hr",10]
[null,null,"c) Capacity 10 ton (large)","hr",10]
[null,null,"LDV's"]
[null,null,"a) Capacity 1 ton","hr",10]
[null,null,"Conservancy/ Water  tankers"]
[null,null,"a) Capacity 6,000 litres (small)","hr",10]
[null,null,"b) Capacity 9,000 litres (medium)","hr",10]
[null,null,"c) Capacity 15,000 litres (large)","hr",10]
[null,null,"Excavator (Crawler excavator)"]
[null,null,"a) 20 tonne","hr",10]
[null,null,"b) 30 tonne","hr",10]
[null,null,"TLB's (Tractor loader backhoe)"]
[null,null,"a) 2x4","hr",10]
[null,null,"b) 4x4","hr",10]
[null,null,"Walk behind vibrating rollers"]
[null,null,"a) Model BW 61 (small)","hr",10]
[null,null,"b) Model BW 76 (medium)","hr",10]
[null,null,"c) Model BW 90 (large)","hr",10]
[null,null,"Compactors"]
["AMOUNT CARRIED FORWARD"]
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
["AMOUNT BROUGHT FORWARD"]
[null,null,"b) Plate compactor","hr",10]
[null,null,"Compressors (Potable Diesiel Compressor)"]
[null,null,"a) Small","hr",10]
[null,null,"b) Medium","hr",10]
[null,null,"c) Large","hr",10]
[null,null,"Portable water pumps"]
[null,null,"a) Small","hr",10]
[null,null,"b) Medium","hr",10]
[null,null,"c) Large","hr",10]
["AMOUNT CARRIED TO SUMMARY"]

{"sheet":"2. Site Clearance","index":1,"n_rows":68,"n_cols":7,"rows_kept":68,"merged":[[34,0,34,4],[36,0,36,4],[54,0,54,4],[56,0,56,4],[67,0,67,4]],"flags":["formulas_cached_only"]}
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
["2.0","SANS 1200C","SCHEDULE 2: SITE CLEARANCE"]
[]
["2.1","8.2.1 ","Clear and grub for width of 3 metres along the pipe route","m",2000]
[]
["2.2","PSC 8.2.5","Take down existing masonry walls, palisade fences and other obstructions on the pipe route"]
[null,null,"a)110mm wall","m",20]
[null,null,"b) 220mm wall","m",20]
[null,null,"c) 330mm wall ","m",20]
[null,null,"d) steel pallisade fences ","m",20]
["2.3","8.2.10","Remove topsoil to nominal depth of 150mm and stockpile","m",600]
[]
["2.4","PSC 8.2.11b","Removal of man-made surfaces"]
[]
[null,null,"a) Roadway, Asphalt and other layers"]
[null,null,"i) Asphalt (≤ 50mm thick) and including base, sub-base and subgrades layers up to 800mm deep","m²",40]
[null,null,"ii) Asphalt (> 50mm ≤ 100mm thick)  and including base, sub-base and subgrades layers up to 800mm deep","m²",40]
[]
[null,null,"b) Footways and Driveways"]
[null,null,"i) Asphalt ≤ 50mm thickness","m²",20]
[null,null,"ii) Asphalt > 50 ≤ 100mm thickness","m²",20]
[null,null,"iii) Interlocking concrete segmental paving blocks (all colours)","m²",20]
[null,null,"iv) Concrete slabs (450 x 450mm)","m²",10]
[null,null,"v)Brick paving","m²",10]
[null,null,"vi)Unreinforced concrete ≤ 75mm thick","m²",10]
[null,null,"vii)Reinforced concrete ≤ 75mm thick","m²",10]
[null,null,"viii)Grassing","m²",10]
[null,null,"ix)Kerbing (all types of kerbing)","m",10]
[]
["2.4.1","PSC 8.2.12.1","Backfilling and reinstatement of roads"]
[null,null,"(a) 150mm base","m³",20]
[null,null,"(b) 150mm subbase","m³",20]
[null,null,"(c)150mm selected subgrade","m³",20]
[]
["AMOUNT CARRIED FORWARD"]
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
["AMOUNT BROUGHT FORWARD"]
["2.4.2","PSC 8.2.12.2","Backfilling and reinstatement of footways"]
[]
[null,null,"a)Using removed materials:"]
[null,null,"Interlocking concrete segmental paving blocks (all colours)","m²",10]
[null,null,"Brick paving","m²",10]
[null,null,"Grassing","m²",10]
[null,null,"Kerbing (all types of kerbing)","m",10]
[null,null,"b)"]
[null,null,"≤50mm thick Bitumen hot - mix: Fine","m²",20]
[null,null,">50mm≤100mm thick Bitumen hot - mix: Fine","m²",20]
[null,null,"c) Interlocking concrete segmental paving blocks, including a 20mm river sand bedding layer, jointing sand (plaster sand) and mortar infill between edge restraint and blocks","m²",10]
[null,null,"d)Concrete slabs (450 x 450mm) including a 20mm river sand bedding layer, jointing mortar","m²",20]
[null,null,"e) Brick paving including a 20mm river sand bedding layer, jointing sand (plaster sand) and mortar infill between edge restraint and bricks","m²",10]
[null,null,"f) Unreinforced concrete ≤ 75mm thick (15MPa)","m²",10]
[null,null,"g) Reinforced concrete ≤ 75mm thick (15MPa)","m²",10]
[null,null,"h) Grassing","m²",10]
[null,null,"i) Kerbing, including a 50mm bedding (cement and river sand), jointing mortar and 15MPa concrete haunching at all joints","m",10]
["AMOUNT CARRIED FORWARD"]
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
["AMOUNT BROUGHT FORWARD"]
["2.4.3","PSC 8.2.13","Reinstatement of existing masonry walls and palisade fences "]
[null,null,"a) Face Brick"]
[null,null,"110mm wall","m²",10]
[null,null,"220mm wall","m²",10]
[null,null,"330mm wall","m²",20]
[null,null,"b) Plastered"]
[null,null,"110mm wall","m²",10]
[null,null,"220mm wall","m²",10]
[null,null,"330mm wall","m²",10]
[null,null,"c)Steel Palisade fences (2.1m height)","m²",20]
["TOTAL CARRIED TO SUMMARY"]

{"sheet":"3, Earthworks","index":2,"n_rows":38,"n_cols":7,"rows_kept":38,"merged":[[37,0,37,4]],"flags":["formulas_cached_only"]}
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
["3.0","SANS 1200DB","SCHEDULE 3: EARTHWORKS (PIPE TRENCHES)"]
["3.1","8.3.2","Excavation"]
[]
[null,null,"(a) Excavate in all materials, backfill and compact and dispose of surplus and unsuitable materials within the free haul distance, for trenches (including shoring and or bracing of trench sides)"]
[null,null,"i) > 0m but ≤ 1.5m deep","m³",200]
[null,null,"ii) > 1.5m but ≤ 2.5m deep","m³",1100]
[null,null,"iii) > 2.5m but ≤ 3.5m deep","m³",6680]
[null,null,"iv) > 3.5m deep","m³",50]
[]
[null,null,"(b) Extra over item (a) above for: "]
[null,null,"i) Intermediate material","m³",4110]
[null,null,"ii) Hard rock material","m³",410]
[null,null,"iii) Boulder excavation","m³",100]
[]
["3.2","8.3.3","Excavation ancillaries"]
[null,"8.3.3.1","Make up deficiency in backfill material: "]
[null,null,"a) By importation from commercial source or off-site sources selected by the Contractor ","m³",5000]
["3.3",null,"Additional compaction"]
[null,"8.3.3.3","Compaction in road reserve"]
[null,null,"a) Additional compaction to 93% mod AASHTO density in road reserves","m³",1100]
["3.4","PSDB 8.3.5","Existing services that intersect or adjoin a pipe trench:"]
[null,null,"a) Service that intersect a trench"]
[null,null,"(i) Cables.","No.",10]
[null,null,"(ii) Water mains ","No.",10]
[null,null,"(iii) Water house connections","No.",10]
[null,null,"(iv) Sewer pipes up to 400 mm dia.","No.",10]
[null,null,"(v) Storm water pipes up to 1050 mm dia.","No.",10]
[null,null,"(vi) Kerbs and channels","No.",20]
[null,null,"b) Services that adjoin a trench"]
[null,null,"(i) Cables.","m",200]
[null,null,"(ii) Water mains ","m",200]
[null,null,"(iii) Storm water pipes up to 1050 mm dia.","m",200]
[null,null,"(iv) Kerbs and channels","m"]
[null,null,"(v) Sewer pipes up to 400 mm dia.","m",1400]
["3.5","PSDB 8.3.5","(c) Services that require special care","No",20]
[]
["AMOUNT CARRIED TO SUMMARY"]

{"sheet":"4, Bedding","index":3,"n_rows":28,"n_cols":7,"rows_kept":28,"merged":[[27,0,27,4]],"flags":["formulas_cached_only"]}
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
["4.0","SANS  1200LB","SCHEDULE 4: BEDDING (PIPES)"]
[]
["4.1",null,"Provision of bedding:"]
[]
["4.1.1","8.2.1","(a) from trench excavations "]
[null,null,"i) selected granular material","m³",1500]
[]
[null,null,"ii) selected fill material","m³",1500]
[]
[]
["4.1.2","8.2.2.3","(b) from commercial sources"]
[]
[null,null,"i) selected granular material","m³",3500]
[]
[null,null,"ii) selected fill material","m³",3000]
[]
[null,null,"(iii)      Bidim A2","m²",6400]
[]
[null,null,"(iv)     19mm crusher run stone","m³",2000]
[]
[null,null,"(v)     Dump Rock","m³",2000]
[]
[" "]
["4.1.3","P.S.L.B 8.2.6","Compaction Test"]
[null,null,"Compaction test using Troxler method","No",300]
[]
["AMOUNT CARRIED TO SUMMARY"]

{"sheet":"5, Sewers","index":4,"n_rows":48,"n_cols":7,"rows_kept":48,"merged":[[17,0,17,4],[19,0,19,4],[47,0,47,4]],"flags":["formulas_cached_only"]}
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
["5.0","SANS 1200LD","SCHEDULE 5: SEWERS"]
[]
["5.1","8.2.1","Supply, lay, joint, bed, backfill on Flexible bedding and test the following pipes as detailed in the project specifications for gravity lines:"]
[]
["5.1.2",null,"(a) HDPE PE100 PN8"]
[]
[null,null,"(i)  DN 800","m",1200]
[null,null,"(ii) DN 1200","m",800]
[]
["5.2",null,"Supply, handle, lay and test through Horizontal Direction Drilling (through soft, medium and hard material) for depth not exceeding 10metres including supply of equipment for road crossings (Launch and reception pits will be paid under earthworks):"]
[]
["5.2.1",null,"(a) HDPE PE100 PN 8"]
[null,null,"(i)  DN 800","m",60]
[null,null,"(ii) DN 1200","m",60]
["5.2.2",null,"Extra over for item 5.7.1(a)  above for drilling into hard rock","m",20]
[]
["AMOUNT CARRIED FORWARD"]
["Item No.","Payment Clause","Description\n\n","Unit","Qty","Rate","Amount"]
["AMOUNT BROUGHT FORWARD"]
["5.3","8.2.3","Manholes"]
[]
["5.3.2",null,"Precast Concrete manholes 1,250mm diameter complete with cover and frame "]
[null,null,"a) > 0m but ≤ 2.0m deep","No.",2]
[null,null,"b) > 2m but ≤ 3.5m deep","No.",2]
[null,null,"c) > 3.5m but ≤ 5.0m deep","No.",2]
[]
["5.3.3",null,"Precast Concrete manholes 1,500mm diameter complete with cover and frame "]
[null,null,"a) > 0m but ≤ 2.0m deep","No.",4]
[null,null,"b) > 2m but ≤ 3.5m deep","No.",20]
[null,null,"c) > 3.5m but ≤ 5.0m deep","No.",15]
[]
["5.3.4",null,"Demolish existing manholes where new manholes will be constructed for pipe diameters 160mm to 600mm"]
[null,null,"a) > 0m but ≤ 2.0m deep","No.",2]
[null,null,"b) > 2m but ≤ 3.5m deep","No.",35]
[null,null,"c) > 3.5m but ≤ 5.0m deep","No.",1]
[]
[]
["5.3.5",null,"Repair manhole benching in existing manholes up to 5m"]
[null,null,"a) 0mm - 1000mm diameter","No.",8]
[null,null,"b) 1000mm - 2000mm diameter","No.",4]
[]
["5.4","8.2.11","Connect to existing Sewers"]
[null,null,"Break existing manhole, channel and benching and rebuilt manhole with new channel and benching the rate shall include any temporary sewer diversion or over pumping required","No",14]
["5.5","8.2.12","Raising or Lowering of Existing Manholes"]
[null,null,"i) 1250mm diameter","No.",2]
[null,null,"ii) 1500mm diameter","No.",5]
["AMOUNT CARRIED TO SUMMARY"]

{"sheet":"6, CCT, CIPP and Pipe Cracking","index":5,"n_rows":34,"n_cols":7,"rows_kept":34,"merged":[[33,0,33,4]],"flags":["formulas_cached_only"]}
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
["6.0",null,"SCHEDULE 6: CCTV CAMERA SURVEY  AND PIPE CRACKING"]
["6.1",null,"CCTV surveys"]
[]
["6.1.2","PS 4.2.39","Cleaning of conduits for the following pipe diameter diameter after installation if required:"]
[null,null,"a) 800mm diameter","m",1200]
[null,null,"b) 1200mm diameter","m",800]
[]
["6.1.3","PS 4.2.40","CCTV camera surveys of pipelines before upgrade works, of the following diameters. The CCTV should identify any house connections, manholes and any other detail and defects in the sewer line:"]
[null,null,"a) 800mm diameter","m",1200]
[null,null,"b) 1200mm diameter","m",800]
[]
["6.1.4","PS 4.2.40","CCTV camera surveys of pipelines after upgrade works, of the following diameters. The CCTV should identify any house connections, manholes and any other detail and defects in the sewer line:"]
[null,null,"a) 800mm diameter","m",1200]
[null,null,"b) 1200mm diameter","m",800]
[]
["6.2.2",null,"Overpumping and manhole isolation"]
[]
[null,null,"Manhole length isolation"]
["6.2.2.1","P.S.4.2.50.3","a) Plugging Conduits:"]
[]
[null,null,"i) 0 ≥ 150mm diameter ","No.",2]
[null,null,"ii) 150 > and ≤ 315mm diameter ","No.",5]
[null,null,"ii) 315 > and ≤ 500mm diameter","No.",5]
[null,null,"iii) 500> and ≤1000mm diameter","No.",18]
[null,null,"iii) 1000> and ≤1600mm diameter","No.",12]
[]
["6.2.2.2","P.S.4.2.50.4","b) Over-pumping"]
[null,null,"i) 0 ≥ 150mm diameter maximum flow rate 40 litres per sec","hours",100]
[null,null,"ii) 150 > and ≤ 315mm diameter maximum flow rate 170 litres per sec","hours",200]
[null,null,"iii) 315 > and ≤ 500mm diameter maximum flow rate 430 litres per sec","hours",1800]
[]
[]
["AMOUNT CARRIED TO SUMMARY"]

{"sheet":"7. Gabions and Pitching","index":6,"n_rows":21,"n_cols":7,"rows_kept":21,"merged":[[0,0,0,4],[20,0,20,4]],"flags":["formulas_cached_only"]}
["AMOUNT CARRIED TO SUMMARY"]
["Item No.","Payment Clause","Description","Unit","Qty","Rate","Amount"]
["7.0","SABS","GABIONS AND PITCHING"]
[null,"1200 DK"]
["7.1","8.2.1","Surface preparation for bedding of gabions"]
[null,null,"a) Cavities filled with approved excavated material","m³",15]
[null,null,"b) Cavities filled with Grade 15 concrete","m³",10]
[null,null,"    (Provisional)"]
["7.2","8.2.2","Gabions"]
[null,null,"Supply, place, fill with stones,lacing and bracing gabions boxes or mattresses, the rate should include the supply of stones:"]
[null,null,"(Double twist hexagonal wire mesh to SANS 1580:2005) Mesh Type 80 with 2,7/3,7mm Class A Galvanised and uPVC coated wire"]
["7.2.1",null,"a) Gabion mattresses"]
[null,null,"2 m x 2 m x 0.3 m","m³",20]
[null,null,"(b) Gabion boxes "]
[null,null,"1m x 1m x1m","m³",40]
["7.3","8.2.4","Supply and install Geotextile membrane:"]
["7.3.1",null,"a) AG150 - Minimun Energy Absorption - 4,0kN/m","m²",80]
[]
["7.4","8.2.5","Pitching"]
["7.4.1",null,"a) Medium pitching - plain","m²",10]
["AMOUNT CARRIED TO SUMMARY"]

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["AMOUNT CARRIED TO SUMMARY",{"$nulls":5},"AMOUNT R"]
["SUMMARY OF SECTIONS DESCRIPTION"]
["SECTION 1: PRELIMINARY AND GENERAL"]
["SECTION 2: SITE CLEARANCE"]
["SECTION 3: EARTHWORKS (PIPE TRENCHES)"]
["SECTION 4: BEDDING"]
["SECTION 5: SEWERS"]
["SECTION 6: CCTV CAMERA SURVEY, CIPP, AND PIPE CRACKING"]
["SECTION 7: GABIONS AND PITCHING"]
["SUB-TOTAL 1"]
["ADD 15% VAT"]
["TENDER (CONTRACT) PRICE CARRIED TO FORM OF OFFER OF ACCEPTANCE"]