{"text_format":"3","workbook":"xls","n_sheets":11,"sheets":["1. P&G","2. Site Clearance","3. Earthworks -All works","4. Water Pipelines","5. Sewer Pipelines and Manholes","6. Sundary items","7. Ancillary plumbing Works","8. Building works","9. Water Meters","10. Mentorship","Summary"],"not_rendered":{"external_links":2,"defined_names":19},"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"1. P&G","index":0,"n_rows":175,"n_cols":7,"rows_kept":175,"merged":[[0,0,0,1],[0,2,0,6],[1,0,1,1],[1,2,1,6],[2,0,2,1],[2,2,2,6],[4,0,4,6],[45,0,45,5],[46,0,46,5],[93,0,93,5],[94,0,94,5],[134,0,134,5],[135,0,135,5],[174,0,174,5]],"flags":["formulas_cached_only"]}
["Contract No.",null,"WS 7596"]
["Client",null,"ETHEKWINI MUNICIPALITY - WATER AND SANITATION UNIT"]
["Project Name",null,"FRAMEWORK CONTRACT FOR CONTRACTORS TO DO THE IMPLEMENTATION OF PROJECTS ON BEHALF OF ETHEKWINI MUNICIPALITY FOR A PERIOD OF 36 MONTHS. "]
[]
["SECTION 1 : PRELIMINARY & GENERAL"]
["Item No","Payment Refers","Description","Unit","Qty","Rate","Amount"]
[]
[1,null,"SECTION 1: PRELIMINARY & GENERAL"]
[]
[null,"SABS 1200A","Fixed Charge Items"]
[]
[1.1,"8.3.1","Contractual requirements","Sum",1]
[]
[null,"8.3.2","Establishment of facilities on site:"]
[]
[null,"8.3.2.3","Facilities for the Engineer (SABS 1200AB)"]
[]
[1.2,null,"Furnished Office and latrine facilities for Engineers Representative","Sum",1]
[]
[1.3,null,"2 No Project Nameboards","Sum",1]
[]
[1.4,null,"Survey equipment and materials","Sum",1]
[]
[null,"8.3.2.3","Facilities for the Contractor"]
[]
[1.5,null,"Offices, storage sheds, fencing, etc","Sum",1]
[]
[1.6,null,"Ablution and latrine facilities","Sum",1]
[]
[1.7,null,"Water supplies,electric power and communications, dealing with water and access","Sum",1]
[]
[1.8,null,"Tools and equipment","Sum",1]
[]
[1.9,null,"Construction plant","Sum",1]
[]
[{"v":1.1,"d":"1.10"},"8.3.3","All other fixed charges including contractual requirements","Sum",1]
[]
[1.11,"8.3.4","Remove all site establishment on completion including equipment store","Sum",1]
[]
[null,null,"General Safety, Safety Plan, Monitoring and Review"]
[]
[1.12,null,"The sum shall include all costs necessary in complying with the Occupational Health and Safety Act (1998 as ammended) and the Construction Regulation 2014 and the eThekwini Health and Safety requirements","Sum",1]
[]
[1.13,null,"Cmpliance with Environmental Management Plan  (Note: Access plan to be developed in conjunction with the ECO and allowed for in rates)","Sum",1]
[]
["Section 1 Carried Forward"]
["Section 1 Brought Forward"]
[]
[null,"SABS 1200A","Time Related Items"]
[]
[1.14,"8.4.1","Contractual Requirements","Weeks",120]
[]
[null,null,"Operate and maintain facilities on site:"]
[]
[null,"8.4.2.3","Facilities for the Engineer (SABS 1200AB)"]
[]
[1.15,null,"Furnished Office and latrine facilities for Engineers Representative","Weeks",120]
[]
[1.16,null,"2 No Project Nameboards","Weeks",120]
[]
[1.17,null,"Survey equipment and materials","Weeks",120]
[]
[null,"8.4.2.3","Facilities for the Contractor for the duration of the contract"]
[]
[1.18,null,"Offices, storage sheds, fencing, etc","Weeks",120]
[]
[1.19,null,"Ablution and latrine facilities","Weeks",120]
[]
[{"v":1.2,"d":"1.20"},null,"Water supplies,electric power and communications, dealing with water and access","Weeks",120]
[]
[1.21,null,"Tools and equipment","Weeks",120]
[]
[1.22,null,"Construction plant","Weeks",120]
[]
[1.23,"8.4.3","Supervision for duration of construction","Weeks",120]
[]
[1.24,"8.4.4","Company and Head Office overhead costs","Weeks",120]
[]
[1.25,"8.4.5","Other time charge related obligations","Weeks",120]
[]
[1.26,null,"Cost of compliance with Environmental Management Plan","Weeks",120]
[]
[null,null,"Temporary Works"]
[]
[1.27,"8.8.2","Dealing with traffic, barricading of open excavation and works, including all roadworks signage and flagmen as per the eThekwini Transport Authority requirements","Sum",1]
[]
[1.28,"8.8.6","Allow for keeping excavations free of water by hand or machinery","Sum",1]
[]
[null,"8.4.5","Other time related charges:"]
[]
[1.29,null,"a) Compliance with Environmental Management Specification","Weeks",120]
[]
[]
["Section 1 Carried Forward"]
["Section 1 Brought Forward"]
[]
[{"v":1.3,"d":"1.30"},null,"b) Compliance with Occupational Health and Safety requirements ( Act 83 of 1994 and Construction Regulations)","Weeks",120]
[]
[1.31,null,"c) Compliance with Broad Based Black Economic Empowerment requirements","Weeks",120]
[]
[1.32,null,"d) Armed security","Weeks/Guard",120]
[]
[1.33,null,"e) Un-armed security","Weeks/Guard",120]
[]
[null,"SABS 1200A","Sums stated provisionally by the Engineer"]
[]
[1.34,"SDA8-9","Relocation of existing services where required","Prov Sum",1,{"v":150000,"d":"R 150,000.00"},{"v":150000,"d":"R 150,000.00"}]
[]
[1.35,8.5,"Allow for repairs to damaged / unknown services which could not have been reasonably forseen or prevented by the contractor","Prov Sum",1,{"v":250000,"d":"R 250,000.00"},{"v":250000,"d":"R 250,000.00"}]
[]
[1.36,"PSA 4","Labority testing additional to specification as ordered by the Engineer","Prov Sum",1,{"v":150000,"d":"R 150,000.00"},{"v":150000,"d":"R 150,000.00"}]
[]
[1.37,"PS.25","Allow for the employment of the Community Liaison Officer","Prov Sum",1,{"v":500000,"d":"R 500,000.00"},{"v":500000,"d":"R 500,000.00"}]
[]
[1.38,null,"Contractors markup on 1.37","%",null,{"v":500000,"d":"R 500,000.00"}]
[]
[1.39,null,"Allow for geotechnical investigation as ordered by the Engineer","Prov Sum",1,{"v":250000,"d":"R 250,000.00"},{"v":250000,"d":"R 250,000.00"}]
[]
[{"v":1.4,"d":"1.40"},null,"Allow for the demolishing and/or the relocation of existing dwellings or structures as ordered by the Engineer","Prov Sum",1,{"v":150000,"d":"R 150,000.00"},{"v":150000,"d":"R 150,000.00"}]
[]
[1.41,null,"Allow for as-built survey to include line and invert levels as ordered by the Engineer","Prov Sum",1,{"v":150000,"d":"R 150,000.00"},{"v":150000,"d":"R 150,000.00"}]
[]
[1.42,null,"Allow for crop compensation as ordered by the Engineer","Prov Sum",1,{"v":125000,"d":"R 125,000.00"},{"v":125000,"d":"R 125,000.00"}]
[]
[null,null,"Other contractual requirements"]
[]
[1.43,null,"Time related item : Development Sub- Contractor Allocated Site - Participation Goals","Sum",1]
{"$rows_empty":7}
["Section 1 Carried Forward"]
["Section 1 Brought Forward"]
[]
[1.44,null,"All time related items and contractual requirements (including but not limited to offices, storage sheds, fencing, water supplies, electric power, supervision and management, signs, compliance with environmental specifications, compliance with OHS specifications and regulations, compliance with BBBEE requirements)","Sum",1]
[]
[null,null,"Time Related Items : Standing time for delays approved by Supervisor and Project Manager"]
[]
[1.45,null,"Time related item : Standing time local labour (all approved delays): Skilled Labour","man - days",100]
[]
[1.46,null,"Time related item : Standing time local labour (all approved delays): Semi-skilled Labour","man - days",100]
[]
[1.47,null,"Time related item : Standing time local labour (all approved delays): Unskilled Labour","man - days",100]
[]
[1.48,null,"Time related item : Standing time site specific equipment (approved delays and proven rain days only, site specific equipment only)","man - days",100]
[]
[1.49,null,"Allow a provisional sum for taking and submitting progress photographs during the Contract","Prov Sum",1,{"v":52500,"d":"R 52,500.00"},{"v":52500,"d":"R 52,500.00"}]
{"$rows_empty":24}
["Total Section 1 Carried Forward to Summary"]

{"sheet":"2. Site Clearance","index":1,"n_rows":45,"n_cols":7,"rows_kept":45,"merged":[[0,0,0,1],[0,2,0,6],[1,0,1,1],[1,2,1,6],[2,0,2,1],[2,2,2,6],[4,0,4,6],[44,0,44,5]],"flags":["formulas_cached_only"]}
["Contract No.",null,"WS 7596"]
["Client",null,"ETHEKWINI MUNICIPALITY - WATER AND SANITATION UNIT"]
["Project Name",null,"FRAMEWORK CONTRACT FOR CONTRACTORS TO DO THE IMPLEMENTATION OF PROJECTS ON BEHALF OF ETHEKWINI MUNICIPALITY FOR A PERIOD OF 36 MONTHS. "]
[]
["SECTION 2 : SITE CLEARANCE"]
["Item No","Payment Refers","Description","Unit","Qty","Rate","Amount"]
[]
[2,null,"SECTION 2 :  SITE CLEARANCE "]
[]
[{"v":2.1,"d":"2.10"},"8.3.8.1 (c)","Excavate in all materials by hand to expose existing services","m3",170]
[]
[null,"SABS 1200DB","Site Clearance (for all services)"]
[]
[2.2,"8.2.1","Clear and grub vegetation 2m width along pipe route incl. trees of girth up to 1m. Cart material away and dispose of at an approved landfill site.","m2",6000]
[]
[2.3,"8.2.1","Clear and grub vegetation along areas where new ablution blocks are to be erected incl. trees of girth up to 1m. Cart material away and dispose of at an approved landfill site.","m2",6000]
[]
[2.4,"8.2.10","Remove topsoil to a nominal depth of 150mm, stockpile and maintain.","m2",6000]
[]
[2.5,"8.2.2","Remove trees with girth greater than 1m but less than 2m and cart away to an approved landfill site","No.",35]
[]
[2.6,"8.2.2","Remove trees with girth greater than 2m but less than 3m and cart away to an approved landfill site","No.",25]
[]
[2.7,"8.2.9","Remove rubble and cart away to an approved landfill site","m3",250]
[]
[null,"8.2.9","Saw cut existing premix, remove asphalt and cart away to an approved dumpsite","m2",65]
[]
[2.8,"8.2.5","Take down of existing fences, safe storage on site and erection of temporary security fence during construction and replacement after completion of construction"]
[]
[2.9,null,"Wire fencing up to 1.5m height","m",115]
[]
[{"v":2.1,"d":"2.10"},null,"Precast concrete fencing up to 1.8m height","m",45]
[]
[2.11,null,"Wooden split pole fence","m",127]
[]
[]
[null,"SECTION PSDA","EARTHWORKS (SMALL WORKS)"]
[]
[2.12,"PSDA 8.3.9","Benching - Construction of working platform ","m3",100]
[]
[]
[]
[]
[]
["Total Section 2 Carried Forward to Summary"]

{"sheet":"3. Earthworks -All works","index":2,"n_rows":131,"n_cols":7,"rows_kept":131,"merged":[[0,0,0,1],[0,2,0,6],[1,0,1,1],[1,2,1,6],[2,0,2,1],[2,2,2,6],[4,0,4,6],[41,0,41,5],[42,0,42,5],[84,0,84,5],[86,0,86,5],[130,0,130,5]],"flags":["formulas_cached_only"]}
["Contract No.",null,"WS 7596"]
["Client",null,"ETHEKWINI MUNICIPALITY - WATER AND SANITATION UNIT"]
["Project Name",null,"FRAMEWORK CONTRACT FOR CONTRACTORS TO DO THE IMPLEMENTATION OF PROJECTS ON BEHALF OF ETHEKWINI MUNICIPALITY FOR A PERIOD OF 36 MONTHS. "]
[]
["SECTION 3 : EARTHWORKS FOR WATER PIPELINE"]
["Item No","Payment Refers","Description","Unit","Qty","Rate","Amount"]
[]
[3,null,"SECTION 3 : EARTHWORKS (FOR ALL WORKS)"]
[]
[null,"SABS 1200D","Excavation"]
[]
[null,"8.3.8.1","Hand excavation in soft material for proving of existing services, as instructed by the Engineer"]
[]
[3.1,null,"a)  in roadways","m³",60]
[]
[3.2,null,"b)  in all other areas","m³",250]
[]
[null,"SABS 1200DB 8.3.2  ","Excavate in all materials for trenches, strip footings, septic tanks, soak away, etc, backfill, compact to density of 2 x DCP blows per 100mm and cart away surplus/unsuitable material for pipes up to and including 300mm in diameter for depths:"]
[null,null,"-Rates to include tunnelling under fences"]
[null,null,"-Rates to include for  shoring where required"]
[null,null,"-Rates to include for crossing and adjoining services with due care and attention"]
[null,null,"(Note: Foundations shall be cast against sides of strip footing and septic tank excavation. Rate shall include for accurate trimming of excavations)"]
[]
[3.3,null,"up to 1.0m invert","m³",450]
[]
[3.4,null,"over 1.0m up to 1.5m invert","m³",150]
[]
[3.5,null,"over 1.5m up to 2.0m invert","m³",350]
[]
[3.6,null,"over 2.0m up to 3.0m invert","m³",150]
[]
[3.7,null,"over 3.0m up to 3.5m invert","m³",70]
[]
[3.8,"SABS 1200D 8.3.2","Excavate in all materials for valve and meter chambers, and other minor structures outside the limits of the trench excavation, backfill, compact and cart away surplus/unsuitable materials.","m³",15]
[null,null,"(Note: Foundations shall be cast against sides of excavation. Rate shall include for accurate trimming of excavations)"]
[]
[3.9,"8.3.2(a)","Cut to fill and compact to 93% MAASHTO under platform","m3",500]
[]
[{"v":3.1,"d":"3.10"},"8.3.2(a)","Cut to fill and compact to 98% MAASHTO under platform","m3",500]
[]
[3.11," SABS 1200DB 8.3.2(c )","Extra over Items 3.3 to 3.8 for excavation and carting away of unsuitable and contaminated material from trench bottom and disposal at an approved landfill, as instructed by Engineer","m³",100]
["Section 3 Carried Forward"]
["Section 3 Brought Forward"]
[]
[]
[3.12,"SABS 1200DB 8.3.2","Extra over Items 3.3 to 3.8 for backfill stabalised with 3% cement as instructed by Engineer ","m³",30]
[]
[3.13,"SABS 1200D  8.3.3","Extra over Items 3.3 to 3.8 for restricted excavation","m³",30]
[]
[null,"SABS 1200DB ","Extra over Items 3.3 to 3.8 for excavation "]
[null,"8.3.2"]
[3.14,null,"in intermediate material","m³",150]
[]
[3.15,null,"in hard material","m³",80]
[]
[3.16,null,"boulder excavation : class A","m³",30]
[]
[3.17,null,"boulder excavation : class B","m³",20]
[]
[null,"SABS 1200DA ","Surface Bed Preparation for Aprons"]
[null,"8.3.4"]
[3.18,null,"Import, place and compact 150mm G2 layer to 98% MOD AASHTO under apron surface bed","m²",600]
[]
[null,null,"Importing of materials (commercial sources)"]
[]
[3.19,null,"a) Extra over Items 3.9 and 3.10 for the importing of G2 material as instructed by the Engineer (< 10km)","m3",300]
[]
[{"v":3.2,"d":"3.20"},null,"b) Extra over Items 3.9 and 3.10 for the importing of G2 material as instructed by the Engineer (>10km)","m3",300]
[]
[3.21,null,"c) Extra over Items 3.9 and 3.10 for the importing of G7 material as instructed by the Engineer (< 10km)","m3",250]
[]
[3.22,null,"d) Extra over Items 3.9 and 3.10 for the importing of G7 material as instructed by the Engineer (>10km)","m3",1]
[]
[3.23,"SABS 1200DB","Existing Services that intersect a pipe trench:"]
[null,"8.3.5(a)"]
[3.24,null,"a) Communication / Electric cable (HT) & (LT)","No.",20]
[]
[3.25,null,"b) Pipes up to 200mm diameter","No.",20]
[]
[3.26,null,"c) Pipe or culvert greater than 200mm diameter","No.",20]
[]
[null,"SABS 1200DB","Existing Services that adjoin a pipe trench:"]
[null,"8.3.5(b)"]
[3.27,null,"a) Communication/Electric cable (HT) & (LT)","No.",20]
["Section 3 Carried Forward"]
[]
["Section 3 Brought Forward"]
[]
[3.28,null,"b) Pipes up to 200mm diameter","No.",20]
[]
[3.29,null,"c) Pipe or culvert greater than 200mm diameter","No.",20]
[]
[null,null,"Pipe Bedding"]
[]
[null,"SABS 1200LB 8.2.1","Provision of bedding from trench excavations:"]
[]
[{"v":3.3,"d":"3.30"},null,"a) Selected granular material","m³",300]
[]
[3.31,null,"b) Selected fill material","m³",250]
[]
[null,"SABS 1200DB 8.2.2.3","Provision from commercial or off-site sources:"]
[]
[3.32,null,"a) Selected granular material","m³",670]
[]
[3.33,null,"b) Selected fill material","m³",750]
[]
[null,"SABS 1200DB ","Particular Items"]
[]
[3.34,"8.3.4(a)","Shoring of trench as instructed by Supervisor","m²",280]
[]
[3.35,null,"Supply and install 110mm diameter Kaytech flo-drain or equivalent complete with geofabric lining and 19mm stone to manufacturers specification","m",375]
[]
[null,"proj spec","Horizontal directional drilling by Specialist"]
[]
[3.36,null,"a) Horisontal directional drilling inclusive of 200mm diameter Class 16 HDPE sleeve for lengths up to 20m","sum"]
[]
[3.37,null,"Contractors markup on 3.36","%"]
[]
[3.38,null,"b) Horisontal directional drilling inclusive of 350mm diameter Class 16 HDPE sleeve for lengths up to 15m","sum"]
[]
[3.39,null,"Contractors markup on 3.38","%"]
[]
[null,null,"Reinstatement"]
[]
[null,"SABS 1200DB  8.3.3.3","Extra over items 3.1 to 3.13 for additional compactive effort in areas subjected to loads from traffic as follows:"]
[]
[{"v":3.4,"d":"3.40"},null,"a) Sidewalks, driveways and median trenches including disposal of additional surplus material, to 3 DCP blows per 100mm","m³",130]
[]
[3.41,null,"b) Road trenches including disposal of additional surplus material, to 5 DCP blows per 100mm","m³",150]
[]
["Total Section 3 Carried Forward to Summary"]

{"sheet":"4. Water Pipelines","index":3,"n_rows":261,"n_cols":7,"rows_kept":261,"merged":[[0,0,0,1],[0,2,0,6],[1,0,1,1],[1,2,1,6],[2,0,2,1],[2,2,2,6],[4,0,4,6],[59,0,59,5],[61,0,61,5],[115,0,115,5],[116,0,116,5],[163,0,163,5],[164,0,164,5],[206,0,206,5],[207,0,207,5],[260,0,260,5]],"flags":["formulas_cached_only"]}
["Contract No.",null,"WS 7596"]
["Client",null,"ETHEKWINI MUNICIPALITY - WATER AND SANITATION UNIT"]
["Project Name",null,"FRAMEWORK CONTRACT FOR CONTRACTORS TO DO THE IMPLEMENTATION OF PROJECTS ON BEHALF OF ETHEKWINI MUNICIPALITY FOR A PERIOD OF 36 MONTHS. "]
[]
["SECTION 4 : WATER PIPELINES"]
["Item No","Payment Refers","Description","Unit","Qty","Rate","Amount"]
[]
[4,null,"SECTION 4: WATER PIPELINES"]
[]
[null,"SABS 1200L","mPVC Pipelines"]
[null," 8.2.1","Supply, handle, lay, bed and compact to 90% Mod AASHTO, joint, test  & disinfect mPVC Class 12 pipe with spigot and socket ends to SABS 966, Pt 2 (1988):"]
[]
[4.1,null,"a) 75mm diameter","m",1750]
[]
[4.2,null,"b) 110mm diameter","m",650]
[]
[4.3,null,"c) 160mm diameter","m",570]
[]
[4.4,null,"d) 200mm diameter","m",250]
[]
[4.5,null,"e) 215mm diameter","m",250]
[]
[null,"SABS 1200L","Specials and Fittings in mPVC"]
[null,"8.2.2","Extra-over 4.1 to supply, lay, bed, test and disinfect specials complete with couplings:"]
[]
[4.6,null,"a)   90° Bends, 75mm diameter","No.",100]
[]
[4.7,null,"b)   45° Bends, 75mm diameter","No.",100]
[]
[4.8,null,"c)   22½° Bends, 75mm diameter","No.",100]
[]
[4.9,null,"d)   11¼° Bends, 75mm diameter","No.",100]
[]
[{"v":4.1,"d":"4.10"},null,"e)   End cap,75mm diameter","No.",100]
[]
[4.11,null,"f)    Double Lyng sockets, 75mm diameter","No.",50]
[]
[4.12,null,"g)   90° Bends, 110mm diameter","No.",100]
[]
[4.13,null,"h)   45° Bends, 110mm diameter","No.",100]
[]
[4.14,null,"i)    22½° Bends, 110mm diameter","No.",100]
[]
[4.15,null,"j)    End cap,110mm diameter","No.",100]
[]
[4.16,null,"k)   90° Bends, 160mm diameter","No.",100]
[]
[4.17,null,"l)    45° Bends, 160mm diameter","No.",100]
[]
[4.18,null,"m)  22½° Bends, 160mm diameter","No.",100]
[]
[4.19,null,"n)   End cap,160mm diameter","No.",50]
[]
[null,"SABS 1200L","HDPE Pipes"]
[null,"8.2.1","Supply,deliver, handle, lay, bed, joint, test and disinfect to SABS ISO 4427: 1996 E:"]
[]
[{"v":4.2,"d":"4.20"},null,"a) PN 12.5, 15mm diameter","m",300]
[]
[4.21,null,"b) PN 12.5, 20mm diameter","m",300]
["Section 4 Carried Forward"]
[]
["Section 4 Brought Forward"]
[]
[4.22,null,"c) PN 12.5, 25mm diameter","m",300]
[]
[4.23,null,"d) PN 12.5, 32mm diameter","m",300]
[]
[4.24,null,"e) PN 12.5, 50mm diameter","m",300]
[]
[4.25,null,"f) PN 12.5, 75mm diameter","m",300]
[]
[null,"SABS 1200L ","Specials and Fittings  in HDPE (Alprene or similar approved to PN 16)"]
[]
[null,"8.2.2","Extra over 4.3 to supply, deliver, lay, bed, joint, test and disinfect (extra over Item 4.3):"]
[]
[null,null,"Couplings (HDPE) :"]
[]
[4.26,null,"a) 25 x 1\"mm diameter Male adaptor","No.",50]
[]
[4.27,null,"b) 25 x 1\"mm diameter Female adaptor","No.",50]
[]
[4.28,null,"c) 40mm diameter Male Iron  Adaptor","No.",50]
[]
[4.29,null,"d) 50mm diameter Male Iron  Adaptor","No.",50]
[]
[{"v":4.3,"d":"4.30"},null,"e) 40mm Plasson Female Adaptor","No.",50]
[]
[4.31,null,"f) 50mm Plasson Female Adaptor","No.",50]
[]
[4.32,null,"g) 50mm x 40mm Flanged Threadolet Adaptor","No.",50]
[]
[4.33,null,"h) 50mm x 50mm Flanged Threadolet Adaptor","No.",50]
[]
[4.34,null,"i) 50mm x 32mm reducer coupling","No.",50]
[]
[4.35,null,"j) 50mm x 25mm reducer coupling","No.",50]
[]
[null,null,"90° Elbows (HDPE):"]
[]
[4.36,null,"a) 50mm","No.",50]
[]
[4.37,null,"b) 75mm","No.",50]
[]
[null,null,"HDPE Equal Tees:"]
[]
[4.38,null,"a) 50mm","No.",50]
[]
[4.39,null,"b) 75mm","No.",50]
{"$rows_empty":7}
["Section 4 Carried Forward"]
["Section 4 Brought Forward"]
[]
[null,"SABS 1200L ","Specials and Fittings in Steel"]
[]
[null,"8.2.2","Supply, deliver, handle, install, joint, test and disinfect.  Include pipes cut to length where required.  (Gaskets, nuts, bolts and washers to be included)"]
[null,null,"Note: Unless otherwise specified, all steel pipes and specials in this section shall be to Rilsan coated.  All flanges to SABS 1123 Table 1600/3 unless otherwise specified. Include for \"Denso-wrapping\" any bolted connections in accordance with PSL."]
[]
[null,null,"Flanged Reducers:"]
[]
[{"v":4.4,"d":"4.40"},null,"a) 110 x 75mm diameter","No.",25]
[]
[null,null,"Flanged Reducing Tees:"]
[]
[4.41,null,"a) 75 x 50mm diameter","No.",25]
[]
[4.42,null,"b) 110 x 75mm diameter","No.",100]
[]
[4.43,null,"c) 160 x 75mm diameter","No.",50]
[]
[null,null,"Universal flange adaptors to suit:"]
[]
[4.44,null,"a) 50mm diameter","No.",50]
[]
[4.45,null,"b) 75 mm diameter ","No.",50]
[]
[4.46,null,"c) 110 mm diameter ","No.",50]
[]
[4.47,null,"d) 160mm diameter","No.",50]
[]
[null,null,"BSP saddles with ring and gasket:"]
[]
[4.48,null,"a) 110mm diameter x 2\"","No.",25]
[]
[4.49,null,"b) 75mm dimeter x 2\"","No.",25]
[]
[null,null,"Steel Blank Flanges, drilled to SABS 1123 : 1977. Table 1600/3:"]
[]
[{"v":4.5,"d":"4.50"},null,"a) 110mm diameter ","No",25]
[]
[4.51,null,"b) 160mm diameter ","No",25]
[]
[null,"SABS 1200L ","Specials and Fittings in SG Iron (Socketed)"]
[]
[null,"8.2.2","Supply, deliver, handle, install, joint, test and disinfect.  Include pipes cut to length where required.  (Gaskets, nuts, bolts and washers to be included)"]
[]
[4.52,null,"a) 80 x 80mm diameter","No. ",15]
[]
["Section 4 Carried Forward"]
["Section 4 Brought Forward"]
[]
[null,null,"SG Iron Flange Adaptors:"]
[4.53,null,"a) 75mm diameter","No.",25]
[]
[null,"SABS 1200L ","Valve Installations"]
[]
[null,"8.2.3","Valves up to 250mm diameter"]
[null,null,"Supply and Install CI RSV gate valves to SABS 1123 Table 1600/3 and a cap top for key operation for the following diameters (include 15 Mpa concrete anchor block).  "]
[]
[null,null,"Double flanged Resilient Seal Valves:"]
[]
[4.54,null,"a) 80mm diameter (Class 16)","No.",125]
[]
[4.55,null,"b) 100mm diameter (Class 16)","No.",15]
[]
[null,"SABS 1200L "," Valve Chambers"]
[]
[4.56,"8.2.13","Supply all materials and construct  valve chamber complete for valves up to 80mm in dia. as detailed on EWS standard Drawing  23.","No.",125]
[]
[4.57,"8.2.13","Supply all materials and construct isolating valve chamber complete for ball valves up to 50mm in dia. as detailed on EWS Standard Drawing 11.","No.",125]
[]
[null,"SABS 1200L ","Hydrants"]
[]
[4.58,"8.2.2","Supply and install standard CI hydrant pillar, including painting","No.",125]
[]
[4.59,"8.2.2","80mm Ø  MPVC duckfoot hydrant bend (4x1m FOE)","No.",125]
[]
[{"v":4.6,"d":"4.60"},"8.2.2","110mm Ø  MPVC duckfoot hydrant bend (4x1m FOE)","No.",125]
[]
[4.61,"8.2.2","110/75mm Ø  Flanged Clip with clamp ring","No.",125]
[]
[null,null,"Connections to Existing Water Mains"]
[]
[null,null,"Provide all plant and labour necessary to connect to the existing municipal water main. The rate is to include isolating the pipeline, removal of section of existing mains, scouring and sanitising on completion and refilling the line (fittings, thrust blocks etc. measured elsewhere) for:"]
[]
[4.62,null,"a) 75mm diameter","No.",50]
[]
[4.63,null,"b) 110mm diameter","No.",15]
[]
[4.64,null,"c) 160mm diameter","No.",15]
[]
["Section 4 Carried Forward"]
["Section 4 Brought Forward"]
[]
[4.65,null,"d) 160mm diameter","No.",15]
[]
[null,"SABS 1200L","Anchor/Thrust Blocks"]
[null,"8.2.11","Construct anchor/thrust blocks to EWS Std Dwg no. 39 for tees, bends and end caps:"]
[]
[null,null,"For Tees, bends and end caps:"]
[]
[4.66,null,"a) 75mm diameter","No.",40]
[]
[4.67,null,"b) 110mm diameter","No.",30]
[]
[4.68,null,"c) 160mm diameter","No.",20]
[]
[null,null,"For Reducers:"]
[]
[4.69,null,"b) 75 x 50mm diameter","No.",20]
[]
[null,null,"Marker Posts"]
[null,null,"Supply and Install pre-cast concrete marker posts as detailed on EWS Standard Drg. No. 27."]
[{"v":4.7,"d":"4.70"},null,"a) Valves","No.",300]
[]
[4.71,null,"b) Route marker","No.",250]
{"$rows_empty":29}
["Total Section 4 Carried Forward to Summary"]

{"sheet":"5. Sewer Pipelines and Manholes","index":4,"n_rows":190,"n_cols":7,"rows_kept":190,"merged":[[0,0,0,1],[0,2,0,6],[1,0,1,1],[1,2,1,6],[2,0,2,1],[2,2,2,6],[4,0,4,6],[63,0,63,5],[65,0,65,5],[112,0,112,5],[114,0,114,5],[152,0,152,5],[154,0,154,5],[189,0,189,5]],"flags":["formulas_cached_only"]}
["Contract No.",null,"WS 7596"]
["Client",null,"ETHEKWINI MUNICIPALITY - WATER AND SANITATION UNIT"]
["Project Name",null,"FRAMEWORK CONTRACT FOR CONTRACTORS TO DO THE IMPLEMENTATION OF PROJECTS ON BEHALF OF ETHEKWINI MUNICIPALITY FOR A PERIOD OF 36 MONTHS. "]
[]
["SECTION 5 : SEWER PIPES AND MANHOLES"]
["Item No","Payment Refers","Description","Unit","Qty","Rate","Amount"]
[]
[5,null,"SECTION 5: SEWER PIPES AND MANHOLES"]
[]
[null,null,"Sewer Pipes"]
[]
[null,"SABS 1200LD 8.2.1","Supply, lay, bed, joint and test heavy duty solid wall using bedding Class C"]
[]
[null,null,"Class 34 uPVC pipes"]
[]
[5.1,null,"a) 110mm dia. ","m",750]
[]
[5.2,null,"b) 160mm dia. ","m",1250]
[]
[5.3,null,"c) 200mm dia. ","m",500]
[]
[null,null,"Extra over items 5.1, 5.2 and 5.3 for uPVC fittings"]
[]
[null,null,"(a) Channel Junctions"]
[]
[5.4,null,"110 x 110 mm dia. Y junction","No",200]
[]
[5.5,null,"160 x 110 mm dia. Y junction","No",450]
[]
[5.6,null,"160 x 160 mm dia Y junction","No",300]
[]
[5.7,null,"200 x 200 mm dia. Y junction","No",150]
[]
[5.8,null,"200 x 160 mm dia. Y junction","No",250]
[]
[null,null,"(b) Channel bends "]
[]
[5.9,null,"110mm dia X 22.5 deg","No.",150]
[]
[{"v":5.1,"d":"5.10"},null,"110mm dia X 45 deg","No.",150]
[]
[5.11,null,"110mm dia X 90 deg","No.",150]
[]
[5.12,null,"160mm dia X 22.5 deg","No.",150]
[]
[5.13,null,"160mm dia X 45 deg","No.",150]
[]
[5.14,null,"160mm dia X 90 deg","No.",150]
[]
[5.15,null,"200mm dia X 22.5 deg","No.",50]
[]
[5.16,null,"200mm dia X 45 deg","No.",50]
[]
[5.17,null,"200mm dia X 90 deg","No.",50]
[]
[null,null,"(c) Sockets"]
[]
[5.18,null,"110mm dia","No",50]
[]
[5.19,null,"160mm dia ","No",50]
[]
[{"v":5.2,"d":"5.20"},null,"200mm dia ","No",25]
[]
["Section 5 Carried Forward"]
[]
["Section 5 Brought Forward"]
[]
[null,null,"(d) Rodding eye covers"]
[]
[5.21,null,"110 dia ","No",65]
[]
[5.22,null,"160 dia ","No",65]
[]
[null,null,"(e) S+V Saddles"]
[]
[5.23,null,"110mm dia x 50mm ","No",35]
[]
[5.24,null,"160mm dia x 50mm ","No",15]
[]
[null,null,"(f) End caps"]
[]
[5.25,null,"110mm dia","No",25]
[]
[5.26,null,"160mm dia","No",25]
[]
[5.27,null,"200mm dia","No",15]
[]
[null,null,"Concrete encasement to 110 / 160 / 200mm pipes:"]
[]
[5.28,"8.2.7","Encasement (20MPa concrete)","m3",50]
[]
[null,null,"Localised Cement Stabilised Fill (where pipe cover is less than 800mm, excluding stream crossings)"]
[]
[null,"SABS 1200DB ","Stabilised backfill"]
[null,"8.3.2"]
[]
[5.29,null,"Cement stabilised (5% by volume) selected backfill to pipe trenches as instructed by Engineer","m3",75]
[]
[{"v":5.3,"d":"5.30"},null,"Cement stabilised (5% by volume) imported G9 backfill to pipe trenches","m3",75]
[]
[null,"8.2.8","Anchor blocks"]
[]
[5.31,null,"25MPa concrete anchor blocks for 160/200mm dia. Pipes","No.",240]
[]
[null,null,"Manholes"]
[null,null,"Note:  Depth measured from top of cover to invert at centreline, in categories as follows."]
[]
[null,"SABS 1200LD ","Midblock manholes:"]
[null,"8.2.3","1000 dia. with light duty circular concrete cover as per EWS std drawing 38750. All rings shall be 250mm in depth. Manhole depths:"]
[]
[5.32,null,"a)  0,0  to  1.5m","No.",10]
[]
["Section 5 Carried Forward"]
[]
["Section 5 Brought Forward"]
[]
[5.33,null,"b)  1.5  to  2.0m","No.",15]
[]
[5.34,null,"c)  2.0  to  2,5m","No.",10]
[]
[5.35,null,"d)  2.5  to  3.0m","No.",10]
[]
[5.36,null,"e)  3.0  to  3.5m","No.",5]
[]
[5.37,null,"f)  3.5  to  4.0m","No.",1]
[]
[null,"8.2.3","Extra over Item 5.32 to 5.37 for Heavy Duty manhole covers:"]
[]
[5.38,null,"1000mm dia. with heavy duty circular concrete cover.","No.",50]
[]
[null,"SABS 1200LD","Extra over for ramp manholes complete"]
[null,"8.2.4","Depth measured as invert difference on manhole centreline in the following categories"]
[null,null,"Straight connection : "]
[]
[5.39,null,"a) 0.40  to 0.70m","No.",12]
[]
[null,null,"Extra over for drop manholes complete"]
[null,"8.2.4","Depth measured as invert difference on manhole centreline in the following categories"]
[null,null,"Straight connection : "]
[]
[{"v":5.4,"d":"5.40"},null,"a) 1.00  to  1.50m","No.",15]
[]
[5.41,null,"b) 1.50  to  2.00m","No.",10]
[]
[5.42,null,"c)  2.00  to  2.50m","No.",5]
[]
[5.43,null,"Extra over Item 5.32 to 5.37 for pipe approach gradient in excess of 1:4. The rate is to include additional labour and concrete base depth required to accommodate the pipe.","No.",12]
[]
[5.44,null,"Extra over Item 5.32 to 5.37 for Type B Benching where the approach grade into a manhole is 1:15 or steeper associated with a change in direction in the manhhole of 30 degrees or more. The rate shall include all materials and labour required for the additional height of benching.","No.",15]
[]
[5.45,null,"Extra over Item 5.32 to 5.37 for benching required to accommodate more than 2 pipes entering a manhole. The rate shall include all additional labour and materials required to form the additional benching.","No.",15]
[]
["Section 5 carried forward"]
[]
["Section 5 brought forward"]
[]
[null,"SABS 1200LD","Extra over for benching within manholes:"]
[null,"8.2.5"]
[]
[5.46,null,"160 x 110 mm dia. channel junction","No.",45]
[]
[4.47,null,"160mm dia. x 22.5 deg channel bend","No.",32]
[]
[5.48,null,"160mm dia. x 45 deg channel bend","No.",45]
[]
[5.49,null,"160mm dia. x 90 deg channel bend","No.",25]
[]
[{"v":5.5,"d":"5.50"},null,"200 x 160 mm dia. channel junction","No.",32]
[]
[5.51,null,"200mm dia. x 22.5 deg channel bend","No.",22]
[]
[5.52,null,"200mm dia. x 45 deg channel bend","No.",23]
[]
[5.53,null,"200mm dia. x 90 deg channel bend","No.",25]
[]
[null,null,"Connections to existing sewers"]
[]
[5.54,"8.2.11","Build pipe into existing manhole including benching modifications and making good for tie-in to existing sewer system","No.",15]
[]
[5.55,null,"Extra over item 5.32 to 5.37 for building manhole over existing pipe and breaking into existing pipe for tie-in to sewer ","No.",25]
[]
[null,null,"Inspections and cleaning existing sewer pipeline"]
[]
[5.56,null,"Inspection of existing sewer lines for damage / blockage and pipe direction in conjunction with the Supervisor","m",250]
[]
[5.57,null,"Cleaning and unblocking of existing sewer pipe and tie-in manholes as instructed by the Supervisor","No",12]
[]
[]
[]
["Total Section 5 Carried Forward to Summary"]

{"sheet":"6. Sundary items","index":5,"n_rows":90,"n_cols":8,"rows_kept":90,"merged":[[0,0,0,1],[0,2,0,6],[1,0,1,1],[1,2,1,6],[2,0,2,1],[2,2,2,6],[4,0,4,6],[42,0,42,5],[44,0,44,5],[89,0,89,5]],"flags":["formulas_cached_only"]}
["Contract No.",null,"WS 7596"]
["Client",null,"ETHEKWINI MUNICIPALITY - WATER AND SANITATION UNIT"]
["Project Name",null,"FRAMEWORK CONTRACT FOR CONTRACTORS TO DO THE IMPLEMENTATION OF PROJECTS ON BEHALF OF ETHEKWINI MUNICIPALITY FOR A PERIOD OF 36 MONTHS. "]
[]
["SECTION 6 : SUNDARY ITEMS"]
["Item No","Payment Refers","Description","Unit","Qty","Rate","Amount"]
[]
[6,null,"SECTION 6: SUNDARY ITEMS"]
[]
[null,"SABS 1200DB  8.3.6.1","Reinstate road and other paved surfaces complete according to the drawings and eThekwini Engineering Standards"]
[]
[6.1,null,"a) all layerworks and asphalt up to 50mm thick","m²",280]
[]
[6.2,null,"b) all layerworks and asphalt up to 80mm thick","m²",150]
[]
[6.3,null,"c) all layerworks and asphalt up to 100mm thick","m²",100]
[]
[null,"SABS 1200DK","Gabions and pitching (erosion protection)"]
[null,"8.2.2"]
[]
[6.4,null,"Supply and install 3.0 x 2.0 x 0.17 Reno mattress (2.5mm galvanised wire) erosion protection complete with grade A1 Bidum geofabric membrane(or similar approved) in all areas as instructed by Engineer","m³",500]
[]
[6.5,null,"Supply and install 3.0 x 2.0 x 0.30 Reno mattress (2.5mm galvanised wire) erotion protection complete with grade A1 Bidum geofabric membrane(or similar approved) in all areas as instructed by Engineerin all areas as instructed by Engineer ","m³",350]
[{"$nulls":7}," "]
[null,"SABS 1200DK","Gabion Retaining Wall"]
[]
[6.6,"8.2.1","Trim batter face to correct angle","m²",15]
[]
[6.7,"8.2.2","Supply and install gabion baskets, of galvanised wire. "]
[null,null,"Rate to cover supply of stones, mesh cages, binders and connectors, and the cost of loading, transporting, offloading, assembly and filling of cages.","m3",200]
[]
[6.8,"8.2.3","Extra over Item 6.10 for packing selected stone for exposed face","m²",200]
[]
[6.9,"8.2.4","Supply and place U14 geotextile fabric backing layer behind gabion wall","m2",500]
[]
[{"v":6.1,"d":"6.10"},"8.2.7","Construct weepholes","No.",150]
[]
[null,null,"Dry Stack retaining walls and related structures"]
[]
[6.11,null,"Construction of precast concrete staircase on sloped banks","m",250]
[]
[]
["Section 6 carried forward"]
[]
["Section 6 brought forward"]
[]
[6.12,null,"Provide all materials, plant and labour to install L300 Loffelstein dry stack retaining blocks inclusive of excavation, 25MPa concrete footing and compacted backfill to suppliers specification","m2",450]
[]
[6.13,null,"Supply and place U14 geotextile fabric layer behind dry stack retaining wall","m2",450]
[]
[null,null,"Erosion protection and runoff control"]
[]
[6.14,null,"Erosion protection : supply and install concrete channel SWC4 from LG Green or equavilant","m",150]
[]
[null,"SABS 1200D 8.3.10","Topsoiling"]
[]
[6.15,null,"Topsoil areas required by Engineer to a nominal thickness of 100mm using material from stockpile ","m²",125]
[]
[null,"SABS 1200D 8.3.11","Grassing "]
[]
[6.16,null,"Sodding and maintaining of areas required by Engineer","m²",650]
[]
[6.17,null,"Hydroseed and maintain until grass has established in areas required by Engineer","m²",400]
[]
[6.18,"SABS 1200DB 8.3.7  ","Provide temporary access across open trenches to properties for vehicle access","No",60]
[]
[6.19,"SABS 1200DB 8.3.7  ","Provide temporary access across open trenches to properties for pedestrian access","No",120]
{"$rows_empty":22}
["Total Section 6 Carried Forward to Summary"]

{"sheet":"7. Ancillary plumbing Works","index":6,"n_rows":195,"n_cols":7,"rows_kept":195,"merged":[[0,0,0,1],[0,2,0,6],[1,0,1,1],[1,2,1,6],[2,0,2,1],[2,2,2,6],[4,0,4,6],[53,0,53,5],[54,0,54,5],[108,0,108,5],[110,0,110,5],[160,0,160,5],[162,0,162,5],[194,0,194,5]],"flags":["formulas_cached_only"]}
["Contract No.",null,"WS 7596"]
["Client",null,"ETHEKWINI MUNICIPALITY - WATER AND SANITATION UNIT"]
["Project Name",null,"FRAMEWORK CONTRACT FOR CONTRACTORS TO DO THE IMPLEMENTATION OF PROJECTS ON BEHALF OF ETHEKWINI MUNICIPALITY FOR A PERIOD OF 36 MONTHS. "]
[]
["SECTION 7 : ANCILLARY WORKS"]
["Item No","Payment Refers","Description","Unit","Qty","Rate","Amount"]
[]
[7,null,"SECTION 7: ANCILLARY WORKS"]
[]
[null,null,"Washtrough"]
[]
[7.1,null,"Standard precast double concrete wash-trough on concrete stands. Kalvis Double Washtrough or similar approved. Rate to include waste union, plug and chain, etc.","No.",70]
[]
[null,null,"Sanitary Plumbing"]
[null,"SABS 1200LD"]
[null,"7.2.1","PVC Pipes:"]
[]
[7.2,null,"a) 50mm diameter pipes","m",240]
[]
[7.3,null,"b) 110mm diameter pipes","m",570]
[]
[7.4,null,"110mm diameter drain pipes, fixed raking or vertically in ramps to cleaning eyes, etc. (No excavation)","m",40]
[]
[7.5,null,"110mm diameter drain pipes in ground (encased in river sand) including excavations not exceeding 1m deep, filling in and compacting.","m",600]
[]
[7.6,null,"110mm slotted uPVC pipe for soakaways","m",500]
[]
[7.7,null,"160mm diameter pipes","m",250]
[]
[7.8,null,"160mm diameter drain pipes, fixed raking or vertically in ramps to cleaning eyes, etc. (No excavation)","m",50]
[]
[7.9,null,"160mm diameter drain pipes in ground (encased in river sand) including excavations not exceeding 1m deep, filling in and compacting.","m",500]
[]
[null,"7.2.2","Extra over PVC pipes for fittings:"]
[]
[{"v":7.1,"d":"7.10"},null,"a) 50 x 40mm reducer","No.",75]
[]
[7.11,null,"b) 50mm access bend","No.",75]
[]
[7.12,null,"c) 50mm 45° bend PVC","No.",120]
[]
[7.13,null,"d) 50mm TPS PVC","No.",175]
[]
[7.14,null,"e) 110mm bend","No.",160]
[]
[7.15,null,"f) 110mm access bend","No.",70]
[]
[7.16,null,"g) 110mm access bend with 50mm inlet for vent ","No.",40]
[]
[7.17,null,"h) 110mm junction","No.",120]
[]
[7.18,null,"i) 50mm vent valve","No.",40]
[]
["Section 7 carried forward"]
["Section 7 brought forward"]
[]
[7.19,null,"j) 110mm cleaning eye","No.",170]
[]
[{"v":7.2,"d":"7.20"},null,"k) Combination P-trap","No.",70]
[]
[7.21,null,"l) Gulley trap","No.",124]
[]
[7.22,null,"m) Gulley P-trap","No.",160]
[]
[7.23,null,"n) 110 x 50mm reducer","No.",50]
[]
[7.24,null,"o) Sealing of 110mm diameter pipe entries/exits with Sikaflex or similar as instructed by the Supervisor","No.",270]
[]
[7.25,null,"p) Sealing of 50mm diameter pipe entries/exits with Sikaflex or similar as instructed by the Supervisor","No.",250]
[]
[7.26,null,"q) 370 x 370 precast concrete gulley top ","No.",125]
[]
[7.27,null,"r) 160 x 110mm 45⁰ junction","No.",230]
[]
[7.28,null,"s) 40/50mm diameter rubber S-trap","No.",240]
[]
[7.29,null,"t) 160 x 40/50 mm dia saddle with waste pipe","No.",25]
[]
[{"v":7.3,"d":"7.30"},null,"u) 110mm dia rodding eye cover and bend","No.",270]
[]
[7.31,null,"v) 110mm dia rodding eye cover and bend","No.",270]
[]
[7.32,null,"w) 160mm dia 45⁰ junction","No.",52]
[]
[7.33,null,"x) 110 x 50mm junction","No.",75]
[]
[7.34,null,"y) 50mm equal T","No.",100]
[]
[7.35,null,"z) 50mm dia 90⁰ bend with IE","No.",100]
[]
[7.36,null,"aa) 50mm dia 90⁰ bend ","No.",100]
[]
[7.37,null,"ab) 110mm dia 95⁰ IE horn bend ","No.",100]
[]
[7.38,null,"ac) 110mm dia 77.5⁰ bend ","No.",25]
[]
[7.39,null,"ad) 50mm dia female waste adaptor","No.",140]
[]
[null,null,"Water Supplies"]
[null,"SABS 1200L"]
[null,"7.2.1","Polycop pipes:"]
[]
[{"v":7.4,"d":"7.40"},null,"a) 15mm diameter pipes","m",1600]
[]
[7.41,null,"b) 22mm diameter pipes","m",1600]
[]
[]
[]
["Section 7 carried forward"]
[]
["Section 7 brought forward"]
[]
[]
[]
[null,"7.2.2","Extra over Polycop pipes for ancillary fittings:"]
[]
[7.42,null,"a) 15mm 90° bend","m",320]
[]
[7.43,null,"b) 15mm No. 1003/125 RB Fullway gate valve","No",270]
[]
[7.44,null,"c) 15mm PVC heavy duty wall mounted bibtap","No",250]
[]
[7.45,null,"d) 15mm equal T","No",250]
[]
[7.46,null,"e) 15mm wallplate T","No",250]
[]
[7.47,null,"f) 15mm wallplate","No",250]
[]
[7.48,null,"g) 22mm equal T","No",250]
[]
[7.49,null,"h) 22mm 90° bend","No",250]
[]
[{"v":7.5,"d":"7.50"},null,"i) 22 to 15mm reducer","No",250]
[]
[7.51,null,"j) 15mm piping holderbats","No",1000]
[]
[7.52,null,"k) 22mm piping holderbats","No",1000]
[]
[7.53,null,"Sealing of pipe entries/exits with Sikaflex or similar approved, as instructed by Supervisor","No",170]
[]
[null,null,"Testing"]
[]
[7.54,"proj spec","Allow for testing the whole water supply and plumbing and drainage installation in accordance with SANS 10254/Part 1 (Water Pipes and Fittings). Testing apparatus and labour included.","Sum",50]
[]
[null,"SABS 1200A","Access"]
[]
[7.55,"7.7.1","Form temporary access route where required, suitable for container delivery vehicle","Prov. Sum",1,{"v":250000,"d":"R 250,000.00"},{"v":250000,"d":"R 250,000.00"}]
[]
[null,null,"Container Delivery"]
[]
[null,null,"Delivery of pair of containers by truck for the following distances from fabrication yard to site:"]
[]
[7.56,"proj spec","a) Delivery distance 0km - 20km","Sum",1]
[]
[7.57,"proj spec","b) Delivery distance 20km - 50km","Sum",1]
[]
[7.58,"proj spec","Container inspection and facilitation of both units required for the site","Sum",1]
[]
[]
[]
["Section 7 carried forward"]
[]
["Section 7 brought forward"]
[]
[null,null,"Safety"]
[]
[7.59,"proj spec","Supply and install wooden post and rail fence (1.6m high - 0.6 buried) along the top of bank, as instructed by Supervisor","m",350]
[]
[null,null,"Provision of temporary facilities"]
[]
[{"v":7.6,"d":"7.60"},null,"Provision of Temporary Ablution Facilities for the Scholars and Teachers in the event that current work on the existing ablutions renders them unservicable ","weeks",16]
{"$rows_empty":23}
["Total Section 7 Carried Forward to Summary"]

{"sheet":"8. Building works","index":7,"n_rows":254,"n_cols":7,"rows_kept":254,"merged":[[0,0,0,1],[0,2,0,6],[1,0,1,1],[1,2,1,6],[2,0,2,1],[2,2,2,6],[4,0,4,6],[50,0,50,5],[51,0,51,5],[104,0,104,5],[105,0,105,5],[155,0,155,5],[156,0,156,5],[202,0,202,5],[204,0,204,5],[253,0,253,5]],"flags":["formulas_cached_only"]}
["Contract No.",null,"WS 7596"]
["Client",null,"ETHEKWINI MUNICIPALITY - WATER AND SANITATION UNIT"]
["Project Name",null,"FRAMEWORK CONTRACT FOR CONTRACTORS TO DO THE IMPLEMENTATION OF PROJECTS ON BEHALF OF ETHEKWINI MUNICIPALITY FOR A PERIOD OF 36 MONTHS. "]
[]
["SECTION 8 : BUILDING WORKS"]
["Item No","Payment Refers","Description","Unit","Qty","Rate","Amount"]
[]
[8,null,"SECTION 8 : BUILDING WORKS"]
[]
[null,null,"Concrete (Small works)"]
[null,"SABS 1200GA"]
[8.1,"8.4.3","25Mpa 19mm un-reinforced Concrete on strip foundations and plinths","m3",250]
[]
[8.2,"8.2.1","15 Mpa concrete to aprons","m3",150]
[]
[8.3,null,"30MPa 100mm Thick powerfloat finished slab ","m3",75]
[]
[8.4,null,"Demolish Existing ablutions","Prov Sum",1,null,{"v":50000,"d":"R 50,000.00"}]
[]
[8.5,null,"Compact 150mm THK.in-situ material to 95% Mod AASHTO","m3",450]
[]
[8.6,null,"15Mpa Concrete blinding under footings & Surfacebed.","m3",25]
[]
[8.7,null,"M200 Blockwork in foundations","m²",135]
[]
[null,null,"Soil insecticide:"]
[8.8,null,"Soil  to be poisoned in accordance with SABS 1165 (certificate must be approved by an accredited applicator) under floors etc. including forming and poisoning shallow furrows against foundation walls etc,","m²",250]
[]
[8.9,null,"250 Microns gunplus USB green waterproofing sheeting on 25mm river sand bed","m²",250]
[]
[{"v":8.1,"d":"8.10"},null,"a)  Reinforced Mesh Ref. 193 set 50mm below top of concrete.","m²",250]
[]
[8.11,null,"b)  Reinforced Mesh Ref. 245 ","m²",250]
[]
[8.12,null,"Making and testing set of six 150 x 150 x 150 concrete strength test cubes to be tested by an independent laboratory ","Sets",15]
[]
[8.13,null,"10mm thick Jointex ","m",200]
[]
[8.14,null,"10mmx10mm Polyethylene Bond Breaker Backing Tape","m",200]
[]
[null,null,"MASONRY"]
[]
[null,null,"Superstructure (Blockwork in 200 Block)"]
[]
[null,null,"Gundle® 'Brikgrip® DPC 375' damp proof course to SABS mark 952-1985 Type B:"]
[]
[8.15,null,"In walls","m",250]
[]
[8.16,null,"In walls under window cills.","m",20]
[]
["Section 8 Carried Forward"]
["Section 8 Brought Forward"]
[]
[null,null,"EXTERNAL BLOCKWORK"]
[]
[8.17,null,"Break through existing external wall for 110dia waste and make good","no",15]
[]
[8.18,null,"200mm thick on walls","m²",150]
[]
[8.19,null,"100mm thick on walls (Internal Walls)","m²",75]
[]
[{"v":8.2,"d":"8.20"},null,"220mm Brickforce to wall","m",1600]
[]
[8.21,null,"90mm Brickforce to Internal Walls","m",1600]
[]
[8.22,null,"390x190x50 Air Brick","No.",275]
[]
[8.23,null,"100 x 70mm Lintels in lengths not exceeding 1.5m","m",60]
[]
[null,null,"Galvanised hoop iron cramps, ties, etc:"]
[]
[8.24,null,"30 x 1,6mm Wall tie 500mm long with one end shot to concrete and other end built into brickwork","m",275]
[]
[null,null,"INTERNAL PLASTER"]
[]
[null,null,"Cement plaster on brickwork:"]
[]
[8.25,null,"On walls.","m²",1200]
[]
[8.26,null,"Prepare previously painted surface for paint","m²",500]
[]
[8.27,null,"50mm Radius skirting","m",475]
[]
[null,null,"EXTERNAL PLASTER"]
[]
[8.28,null,"On walls.","m²",1200]
[]
[8.29,null,"Prepare previosuly painted surface for paint","m²",300]
[]
[null,null,"PAINT"]
[]
[null,null,"Interior "]
[]
[{"v":8.3,"d":"8.30"},null,"Primer GW 7 (6m2 per Litre spread)","m²",1500]
[]
[8.31,null,"Paint GW 3735 (6m2 per Litre spread)","m²",1500]
[]
[null,null,"Exterior "]
[]
[8.32,null,"Primer UC 56 (6m2 per Litre spread)","m²",640]
[]
[8.33,null,"Paint (Colour WAA 9) (6m2 per Litre spread)","m²",320]
[]
[8.34,null,"Paint (Colour WAA 57) (6m2 per Litre spread)","m²",320]
["Section 8 Carried Forward"]
["Section 8 Brought Forward"]
[]
[8.35,null,"Epoxy paint floors","m²",450]
[]
[8.36,null,"Painting of Doors","no.",50]
[]
[null,null,"IRONMONGERY"]
[]
[null,null,"Ironmongery consisting of locks, handles, door closers, etc for:"]
[]
[8.37,null,"2200x1010 Single Rebated GMS Frame complete with Framed Ledged Braced hardwood batten door (Type A)","No.",15]
[]
[8.38,null,"50 x50 GSM Frame with 10mm round Bar Vertical Welded (Type B) (Steel Gate)","No.",50]
[]
[8.39,null,"762 x 2012 x 44mm Solid Timber Door Undercut 150mm (Type C)","No.",140]
[]
[{"v":8.4,"d":"8.40"},null,"2200x810 Single Rebated GMS Frame complete with Framed Ledged Braced hardwood batten door (Type D)","No.",40]
[]
[8.41,null,"150x50 GMS Purlin filled with 15mpa concrete","m",150]
[]
[8.42,null,"Supply and fit lockable 2x toilet roll holder","no",140]
[]
[8.43,null,"Supply plastic sanitary bins ","no",140]
[]
[8.44,null,"Horizontal grab bar","No.",10]
[]
[8.45,null,"90deg Angled Grab Bar","No.",10]
[]
[8.46,null,"Vertical grab bar","No.",10]
[]
[null,null,"ROOFING"]
[]
[null,null,"Timber"]
[]
[8.47,null,"114x38mm wall Plate","m",500]
[]
[8.48,null,"152x38mm SA Pine (Rafter)","m",500]
[]
[8.49,null,"75x50mm Purlins","m",500]
[]
[{"v":8.5,"d":"8.50"},null,"Galvanised Roofing Screws","Pkt",50]
[]
[8.51,null,"Remove existing roof sheeting to spoil","m²",150]
[]
[8.52,null,"Remove existing purlins to spoil","m²",100]
[]
[8.53,null,"Safintra 0.80mm Thick 686mm Cover SAF IBR Profile Charcoal Aluminium roof sheeting","m²",600]
[]
[8.54,null,"Isoboard High density","m²",600]
[]
["Section 8 Carried Forward"]
["Section 8 Brought Forward"]
[]
[8.55,null,"Modek IBR D. 686mm Flekspan Profile Polycarbonate translucent roof sheeting","No",100]
[]
[8.56,null,"225 x 9mm uPVC Bargeboard","m",250]
[]
[8.57,null,"225 x 9mm uPVC Fascia","m",600]
[]
[8.58,null,"DPI Rainflo PVCU D-Shape profile Eaves Gutter complete with gutter brackets spaced at max 800mm","m",300]
[]
[8.59,null,"75mm uPVC down pipe complete with holderbats spaced at max 1200mm","m",180]
[]
[{"v":8.6,"d":"8.60"},null,"5000 Litre Jo-Jo Tank complete with 15mm lockable brass bib tap","No ",20]
[]
[null,null,"PLUMBING AND WATER RETICULATION"]
[]
[8.61,null,"Urinal Basin - Charlog Plastic Rotomoulded Polyethylene Bowl complete","No.",50]
[]
[8.62,null,"WC - Charlog Plastic Polyethylene Complete including seat","No.",140]
[]
[8.63,null,"WHB - Charlog Plastic Rotomoulded Polyethylene Christy.","No.",70]
[]
[8.64,null,"WHB GULLY- Charlog Plastic Rotomoulded Polyethylene Christy.","No.",70]
[]
[null,null,"SEPTIC TANK"]
[]
[null,null,"Concrete"]
[]
[8.65,null,"200mm Thick 25MPA reinforced concrete for base slab","m3",30]
[]
[8.66,null,"200mm Thick 25MPA reinforced concrete for cover slab","m3",30]
[]
[8.67,null,"Rough Horizontal Shuttering to soffit of slab","m²",120]
[]
[8.68,null,"Rough Vertical Shuttering to slab","m²",100]
[]
[8.69,null,"Form 600x600 void in slab","no.",20]
[]
[{"v":8.7,"d":"8.70"},null,"50mm minimum thickness blinding, gr 15Mpa/19mm, under slab","m²",130]
[]
[null,null,"Masonary"]
[]
[8.71,null,"230mm Thick to external walls","m²",400]
[]
[8.72,null,"230mm Thick to internal walls","m²",150]
[]
["Section 8 Carried Forward"]
[]
["Section 8 Brought Forward"]
[]
[8.73,null,"110mm Thick to internal walls","m²",60]
[]
[8.74,null,"20mm resistant plaster (Sikalite or similar approved)","m²",400]
[]
[null,null,"Steel"]
[]
[8.75,null,"Y12 reinforcing steel bars","ton",{"v":0.5,"d":"1"}]
[]
[8.76,null,"Y16 reinforcing steel bars","ton",1]
[]
[8.77,null,"R10 reinforcing steel bars","ton",1]
[]
[8.78,null,"Heavy duty cast iron manhole cover to detail with locking mechanism  ","No.",20]
[]
[]
[null,null,"Provision of Concrete aprons"]
[null,"SABS 1200GA"]
[8.79,"7.4.3","Apron surface beds cast in situ in panels. 20MPa concrete, 100mm thick, unreinforced","m³",60]
[]
[{"v":8.8,"d":"8.80"},"7.4.4","Finishing top surfaces of concrete smooth with a wooden float. Surface beds finished to falls","m²",600]
[]
[8.81,"7.2.2","Formwork to apron edge, risers, etc. not exceeding 100mm high","m",440]
{"$rows_empty":25}
["Total Section 8 Carried Forward to Summary"]

{"sheet":"9. Water Meters","index":8,"n_rows":39,"n_cols":7,"rows_kept":39,"merged":[[0,0,0,1],[0,2,0,5],[1,0,1,1],[1,2,1,6],[2,0,2,1],[2,2,2,6],[4,0,4,6],[38,0,38,5]],"flags":["formulas_cached_only"]}
["Contract No.",null,"WS 7596"]
["Client",null,"ETHEKWINI MUNICIPALITY - WATER AND SANITATION UNIT"]
["Project Name",null,"FRAMEWORK CONTRACT FOR CONTRACTORS TO DO THE IMPLEMENTATION OF PROJECTS ON BEHALF OF ETHEKWINI MUNICIPALITY FOR A PERIOD OF 36 MONTHS. "]
[]
["SECTION 9 : WATER METER INSTALLATION"]
["Item No","Payment Refers","Description","Unit","Qty","Rate","Amount"]
[]
[9,null,"SECTION 9:  WATER METER"]
[null,null,"INSTALLATION"]
[]
[null,null,"Valve Installation"]
[null,"SABS 1200L"]
[9.1,"8.2.3","Supply and install 80mm ø RSV as detailed on EWS Standard Drg. No. 52833 rev. A","No.",50]
[]
[9.2,"8.2.3","50mm dia. ball-o-stop","No.",50]
[]
[null,null,"Valve Chamber"]
[null,"SABS 1200L"]
[9.3,"8.2.13","Supply all materials and construct isolation valve chamber complete as detailed on EWS Standard Drg. No. 52833 rev.A ","No.",50]
[]
[null,null,"Bulk Meters"]
[null,"SABS 1200L"]
[null,"8.2.2","Take delivery of flow meters (ex Metro Stores), handle, lay, bed, joint and disinfect the following (rates to include for all jointing material and electro galvanised bolts, nuts and washers)"]
[9.4,null,"a)  50mm dia. Meinecke Cosmos WPD water meter","No.",50]
[]
[9.5,null,"b) Supply and install 50mm ø Dirt Box as per EWS Standard dwg no. 52653 rev.1 ","No.",50]
[]
[null,null,"Steel Pipes and Specials"]
[null,"SABS 1200L"]
[null,null,"Supply, deliver, handle, install, joint, test and disinfect.  Include pipes cut to length where required.  (Gaskets, nuts, bolts and washers to be included)."]
[null,null,"Rates to include: Rilsan coating to steel pipes and specials, flanges to SABS 1123 Table 1600/3 unless otherwise specified, \"denso-wrapping\" of bolted connections in accordance with PSL."]
[]
[9.6,"8.2.2","Supply and install 50mm dia. Spoolpiece complete as per EWS standard dwg no. 52833","No.",50]
[]
[null,null,"Miscellaneous"]
[]
[9.7,null,"Supply and construct concrete bollards to protect bulk meter installation as per EWS Std. drawing no. 52833 rev. A","No.",30]
[]
["Total Section 9 Carried Forward to Summary"]

{"sheet":"10. Mentorship","index":9,"n_rows":44,"n_cols":7,"rows_kept":44,"merged":[[0,0,0,1],[0,2,0,6],[1,0,1,1],[1,2,1,6],[2,0,2,1],[2,2,2,6],[4,0,4,6],[43,0,43,5]],"flags":["formulas_cached_only"]}
["Contract No.",null,"WS 7596"]
["Client",null,"ETHEKWINI MUNICIPALITY - WATER AND SANITATION UNIT"]
["Project Name",null,"FRAMEWORK CONTRACT FOR CONTRACTORS TO DO THE IMPLEMENTATION OF PROJECTS ON BEHALF OF ETHEKWINI MUNICIPALITY FOR A PERIOD OF 36 MONTHS. "]
[]
["SECTION 10 : MENTORSHIP"]
["Item No","Payment Refers","Description","Unit","Qty","Rate","Amount"]
[]
[10,null,"SECTION 10:  MENTORSHIP"]
[null,null,"Mentorship markups for attendance on participation goal sub-contractors"]
[]
[10.1,null,"Contractor's markup for all attendance on emerging sub-contractor required by Employer","Prov Sum",1,{"v":150000,"d":"150,000.00"},{"v":150000,"d":"150,000.00"}]
[]
[10.2,null,"Contractor's subcontract fee percentage markup on emerging subcontractor required by Employer","%",null,{"v":150000,"d":"150,000.00"}]
[]
[null,null,"External Mentorships required by the Employer"]
[]
[10.3,null,"Mentorship as per specification and as provided by specialist subcontractor (only applicable to specific sites), defined cost per specialist subcontractor capped at monthly maximum per appointmenet","Defined cost",1,{"v":150000,"d":"R 150,000.00"},{"v":150000,"d":"150,000.00"}]
[]
[10.4,null,"Attendance on mentorship specialist subcontractor","%",null,{"v":150000,"d":"R 150,000.00"}]
[]
[10.5,null,"Mentorship by temporary employment of subcontractor staff for a limited duration as instructed by the Project Manager","Defined cost",1,{"v":100000,"d":"R 100,000.00"},{"v":100000,"d":"100,000.00"}]
{"$rows_empty":22}
["Total Section 10 Carried Forward to Summary"]

{"sheet":"Summary","index":10,"n_rows":21,"n_cols":5,"rows_kept":21,"merged":[[0,0,0,1],[0,2,0,6],[1,0,1,1],[1,2,1,6],[2,0,2,1],[2,2,2,6],[5,0,5,6],[9,2,9,3],[9,4,9,6],[10,2,10,3],[10,4,10,6],[11,2,11,3],[11,4,11,6],[12,2,12,3],[12,4,12,6],[13,2,13,3],[13,4,13,6],[14,2,14,3],[14,4,14,6],[15,2,15,3],[15,4,15,6],[16,2,16,3],[16,4,16,6],[17,2,17,3],[17,4,17,6],[18,2,18,3],[18,4,18,6],[19,2,19,3],[19,4,19,6],[20,1,20,3],[20,4,20,6]],"flags":["formulas_cached_only"]}
["Contract No.",null,"WS 7596"]
["Client",null,"ETHEKWINI MUNICIPALITY - WATER AND SANITATION UNIT"]
["Project Name",null,"FRAMEWORK CONTRACT FOR CONTRACTORS TO DO THE IMPLEMENTATION OF PROJECTS ON BEHALF OF ETHEKWINI MUNICIPALITY FOR A PERIOD OF 36 MONTHS. "]
[]
[]
["SUMMARY OF BILL OF QUANTITIES"]
[]
[]
[]
[null,"SECTION","DESCRIPTION",null,"AMOUNT (ZAR)"]
[null,"Section 1","Preliminary and General"]
[null,"Section 2","Site Clearance"]
[null,"Section 3","Earthworks (all works)"]
[null,"Section 4","Water Pipelines"]
[null,"Section 5","Sewer Pipelines and Manholes"]
[null,"Section 6","Sundary items"]
[null,"Section 7","Ancillary Plumbing Works"]
[null,"Section 8","Building Works"]
[null,"Section 9","Water Meter Installation"]
[null,"Section 10","Mentorship"]
[null,"SUB-TOTAL: BILL OF QUANTITIES\n(Carried to Page 40 - the form of offer )"]