{"text_format":"3","workbook":"xls","n_sheets":5,"sheets":["A-P&G","B-Excavation Bulk","C-Gravity Main Pipelines","D-6.51ML Res","Sum"],"not_rendered":{"images":2,"external_links":5,"defined_names":10},"read":"whole","date_system":"1900","formulas":"cached_only"}

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["SCHEDULE A: SANS 1200 A: PRELIMINARY AND GENERAL"]
["SEFENE, EISLEBEN, MATSEKE & RAMATSHOWE REGIONAL WATER SUPPLY - CONTRACT B"]
["ITEM No.","PAYM REF","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[null,null,"SECTION A: SANS 1200 A: PRELIMINARY AND GENERAL"]
[]
["A1",8.3,"FIXED-CHARGE ITEMS"]
[]
[1.1,"8.3.1","Contractual Requirements"]
[]
["1.1.1",null,"a)  Provision of Surities","Sum",1,null,""]
[]
["1.1.2",null,"b)  Insurance of the Works and Plant","Sum",1,null,""]
[]
["1.1.3",null,"c)  Public Liability Insurance","Sum",1,null,""]
[]
["1.1.4",null,"d)  Special Risk Insurance","Sum",1,null,""]
[]
["A1.2","8.3.2","Establish Facilities on the Site :"]
[]
[null,"8.3.2.1","Facilities for Engineer"]
[]
["1.2.1","PS-8.1","a) 1 x Furnished Office","Sum",1,null,""]
[]
["1.2.2","PSAB 4.1","b) Telephone","Sum",1,null,""]
[]
["1.2.3",null,"c) Nameboards (4)","No",4,null,""]
[]
["1.2.4",null,"d) 1 x Rain Gauge","Sum",1,null,""]
[]
["1.2.5","PS-8.1","e) Survey assistant and instruments (1 set)","Sum",1,null,""]
[]
["1.2.6","PS-8","f) Portable Computer and accessories & Printer","P. Sum",1,{"v":40000,"d":"R 40,000.00"},{"v":40000,"d":"R 40,000.00"}]
[]
["1.2.7",null,"g) Overheads, charges and Profit on item 1.2.5","%",{"v":40000,"d":"40,000"},null,""]
[]
["1.2.8",null,"h) 1 x Conference room","Sum",1,null,""]
[]
["1.2.9",null,"i) Furnishings and equipment to Conference room","Sum",1,null,""]
[]
["1.2.10",null,"j) 2 x Parking facilities","Sum",1,null,""]
[]
["A1.3","8.3.2.2","Facilities for Contractor"]
[]
["1.3.1","PS-7.1","a) Offices and storage sheds","Sum",1,null,""]
[]
["1.3.2",null,"b) Work shops and stores","Sum",1,null,""]
[]
["1.3.3","PS-7.1","c) Laboratories","Sum",1,null,""]
[]
["1.3.4",null,"d) Living accommodation ","Sum",1,null,""]
[]
["1.3.5",null,"e) Ablution and latrine facilities ","Sum",1,null,""]
[]
["1.3.6",null,"f) Tools and equipment","Sum",1,null,""]
[]
["1.3.7",null,"g) Water supplies, electric power and communications","Sum",1,null,""]
[]
["TOTAL CARRIED FORWARD"]
[]
[{"$nulls":3},"SANS 1200 A: PRELIMINARY AND GENERAL"]
["ITEM No.","PAYM REF","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["TOTAL BROUGHT FORWARD"]
[]
["1.3.8",null,"h) Protection against water and storms","Sum",1,null,""]
[]
["1.3.9","PS-2","i) Access to the Works","Sum",1,null,""]
[]
["1.3.10",null,"j) Plant","Sum",1,null,""]
[]
["1.3.11","PSA 5.1.1","Setting out of the Works","Sum",1,null,""]
[]
["1.3.12",null,"Protection of survey pegs","Sum",1,null,""]
[]
["1.3.13","PSA 5.2","Dealing with water","Sum",1,null,""]
[]
[1.4,"8.3.3","Other fixed-charge obligations","Sum",1,null,""]
[]
[1.5,"8.3.4","Removal of Engineer's and Contractor's Site establishment on completion","Sum",1,null,""]
[]
[1.6,null,"Trial Panel","Sum",1,null,""]
[]
["A2",8.4,"SCHEDULED TIME-RELATED ITEMS"]
[]
[2.1,"8.4.1","Contractual Requirements"]
[]
["2.1.1",null,"a)  Provision of Surities","Sum",1,null,""]
[]
["2.1.2",null,"b)  Insurance of the Works and Plant","Sum",1,null,""]
[]
["2.1.3",null,"c)  Public Liability Insurance","Sum",1,null,""]
[]
["2.1.4",null,"d)  Special Risk Insurance","Sum",1,null,""]
[]
["A2.2","8.4.2","Operate and maintain facilities on the Site, for duration of costruction, except where otherwise stated"]
[]
["2.2.1","8.4.2.1","Facilities for the Engineer"]
[]
["2.2.1.1","PS-8.1","a) Furnished Office","Sum",1,null,""]
[]
["2.2.1.2",null,"b) Telephone/Cellphone & Internet Connectivity","Sum",1,null,""]
[]
["2.2.1.3",null,"c) Nameboards (1)","Sum",1,null,""]
[]
[null,null,"d) 1 x Rain Gauge","Sum",1,null,""]
[]
["2.2.1.4",null,"e) Survey assistant and instruments (1 set)","Sum",1,null,""]
[]
["2.2.1.5","PS-8","f) Portable Computer and accessories & Printer","Sum",1,null,""]
[]
["2.2.1.6",null,"g) 1 x Conference room","Sum",1,null,""]
[]
[null,null,"h) Furnishings and equipment to Conference room","Sum",1,null,""]
[]
[null,null,"f)  Office assistant to clean and maintain office","Sum",1,null,""]
[]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD"]
[]
[{"$nulls":3},"SANS 1200 A: PRELIMINARY AND GENERAL"]
["ITEM No.","PAYM REF","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["TOTAL BROUGHT FORWARD"]
[]
["2.2.2","8.4.2.2","Facilities for Contractor"]
[]
["2.2.2.1",null,"a) Offices and storage sheds","Sum",1,null,""]
[]
["2.2.2.2",null,"b) Work shops and stores","Sum",1,null,""]
[]
["2.2.2.3",null,"c) Laboratories","Sum",1,null,""]
[]
["2.2.2.4",null,"d) Living accommodation","Sum",1,null,""]
[]
["2.2.2.5",null,"e) Ablution and latrine facilities","Sum",1,null,""]
[]
["2.2.2.6",null,"f) Tools and equipment","Sum",1,null,""]
[]
["2.2.2.7",null,"g) Water supplies, electric power and communications","Sum",1,null,""]
[]
["2.2.2.8",null,"h) Protection against water and storms","Sum",1,null,""]
[]
["2.2.2.9",null,"i) Access to the Works","Sum",1,null,""]
[]
["2.2.2.10",null,"j) Plant","Sum",1,null,""]
[]
["2.2.2.11",null,"Setting out of the Works","Sum",1,null,""]
[]
["2.2.2.12",null,"Protection of survey pegs","Sum",1,null,""]
[]
["2.2.2.13","PSA 3.2","Workmen's Compensation Act","Sum",1,null,""]
[]
["2.2.2.13",null,"Dealing with water","Sum",1,null,""]
[]
[2.3,"8.4.3","Supervision for the duration of Construction","Sum",1,null,""]
[]
[2.4,"8.4.4","Company and Head office overhead costs for the duration of the Contract","Sum",1,null,""]
[]
[2.5,"8.4.5","Other time-related obligations","Sum",1,null,""]
[]
["A3",null,"SUMS STATED PROVISIONALLY BY ENGINEER"]
[]
[3.1,null,"a) Additional tests"]
["3.1.1",null," (i) Additional tests ordered by the Engineer","Prov Sum",1,{"v":100000,"d":"R 100,000.00"},{"v":100000,"d":"R 100,000.00"}]
[]
["3.1.2",null," (ii) Percentage charges and profit on (i) above","%",{"v":100000,"d":"100,000.00"},null,""]
[]
["3.1.3",null,"b) Engineer's Personnel"]
[]
["3.1.4",null," (i) Accommodation for the full duration of the project","Prov Sum",1,{"v":170000,"d":"R 170,000.00"},{"v":170000,"d":"R 170,000.00"}]
[]
[null,null," (ii) Percentage charges and profit on (i) ","%",{"v":170000,"d":"170000.00"},null,""]
{"$rows_empty":10}
["TOTAL CARRIED FORWARD"]
[]
[{"$nulls":3},"SANS 1200 A: PRELIMINARY AND GENERAL"]
["ITEM No.","PAYM REF","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["TOTAL BROUGHT FORWARD"]
[]
[3.2,null,"b) Community Liaison Officer (CLO) and members of the Project Liaison Committee (PLC)"]
["3.2.1",null," (i) Remuneration (CLO)","Prov Sum",1,{"v":72000,"d":"R 72,000.00"},{"v":72000,"d":"R 72,000.00"},null,null,6000]
[]
["3.2.2",null," (ii) Remuneration (PLC)","Prov Sum",1,{"v":45000,"d":"R 45,000.00"},{"v":45000,"d":"R 45,000.00"},null,null,625]
[]
["3.2.3",null," (iii) Overheads, handling charges and profit on (i) and (ii) above","%",{"v":117000,"d":"117,000.00"},null,""]
[]
[3.4,null,"c) Skills Training:"]
["3.4.1",null," (i) Technical skills, Generic and Management Skills","Prov Sum",1,{"v":200000,"d":"R 200,000.00"},{"v":200000,"d":"R 200,000.00"}]
[]
["3.4.2",null," (ii) Overheads, handling charges and profit on (i), (ii), (iii) and (iv) above","%",{"v":200000,"d":"200,000.00"},null,""]
[]
[3.5,"OHS Spec","c) Compliance with the Occupational Health and Safety Act as specified","Sum",1,null,""]
[]
["3.5.1",null,"i) Full time (three shifts per day, two persons per shift) high level security by an approved local bona fide security firm for the duration of the contract. Need not be armed. Note: this is not for the contractor's camp.","Sum",1,null,""]
[]
["3.5.2",null,"ii) Barricading and fencing of the works by a subcontractor. According to the contractor's own work program.","Sum",1,null,""]
[]
[3.6,"EMP Spec","d) Compliance with the Environmental Management Plan as specified","Sum",1,null,""]
[]
[3.7,"HIV/ADS Spec","e) Compliance with the HIV / AIDS Awareness Specification as specified","Sum",1,null,""]
[]
[3.8,"PSA 8.4.6","f) Liaison with Authorities, opportunities to, and Co-operation with Others on Site"]
[]
["3.8.1",null," (i) Mechanical Contractor","Sum",1,null,""]
[]
["3.8.2",null," (ii) Electrical Contractor","Sum",1,null,""]
{"$rows_empty":20}
["TOTAL CARRIED FORWARD"]
[]
[{"$nulls":3},"SANS 1200 A: PRELIMINARY AND GENERAL"]
["ITEM No.","PAYM REF","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
["TOTAL BROUGHT FORWARD"]
[]
["A4",8.7,"DAYWORKS"]
[]
[4.1,null,"Labour"]
[]
["4.1.1",null,"(a) Contractor's Site Agent"]
[]
["4.1.2",null,"(b) artisans","h",65,null,""]
[]
["4.1.3",null,"(c) skilled labourers","h",65,null,""]
[]
["4.1.4",null,"(d) semi-skilled labourers     ","h",65,null,""]
[]
["4.1.5",null,"(de un-skilled labourers","h",300,null,""]
[]
[4.2,null,"Plant intended for use on contract"]
[]
["4.2.1",null,"(a) Excavator type .................................","h",25,null,"",null,570]
[]
["4.2.2",null,"(b) Loader type ......................................","h",25,null,""]
[]
["4.2.3",null,"(c) Tip truck type ...................................","h",25,null,""]
[]
["4.2.4",null,"(d) Pedestrian type 900 - 1000 roller ...............................","h",25,null,""]
[]
["4.2.5",null,"(e) Other plant type ..............................","h",25,null,""]
[]
["4.2.6",null,"(f) Welding plant (size) ....……….............","h",25,null,""]
[]
["4.2.7",null,"(g) Compressor ....………………..............","h",25,null,""]
[]
["4.2.8",null,"(h) Crane ....................……………..........","h",25,null,""]
[]
["4.2.9",null,"(i) Hand held equipment type ..............…...............","h",25,null,""]
[]
[4.3,null,"Materials","Prov Sum",1,{"v":25000,"d":"R 25,000.00"},{"v":25000,"d":"R 25,000.00"}]
[]
[4.4,null,"Overheads, charges and profit on item No 1.13.10.  (Tenderer to state  percentage)","%",{"v":25000,"d":"25,000"},null,""]
[]
["A5",8.8,"TEMPORARY WORKS"]
[]
[5.1,"8.8.2","Accommodation of traffic. The Sum tendered shall include full compensation for dealing with traffic over the full duration of the project period inclusive of all required temporary road signage anf flagmen.","Sum",1,null,""]
[]
[5.2,"8.8.4","Existing Services"]
[]
["5.2.1",null,"c) Hand excavation necessary for locating and exposing existing services in all materials: (IRRESPECTIVE OF THE TYPE OF SERVICE)","m³",250,null,""]
[]
[]
[]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY (SANS 1200 A)"]

{"sheet":"B-Excavation Bulk","index":1,"n_rows":113,"n_cols":7,"rows_kept":113,"merged":[[51,0,51,5],[52,0,52,5]],"flags":["formulas_cached_only"]}
["SCHEDULE B: EARTHWORKS FOR PIPES"]
["SEFENE, EISLEBEN, MATSEKE & RAMATSHOWE REGIONAL WATER SUPPLY - CONTRACT B"]
["ITEM NO",null,"DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
["B.1",null,"SECTION B: BULK PIPELINES: TRENCH EXCAVATION AND EARTHWORKS"]
[null,null,"(As specified in SABS 1200 DB and the Project Specifications.)"]
[]
[1.1,null,"Site Clearance:"]
["1.1.1","8.3.1 a","Clear vegetation, 800 mm wide. (Provisional)","m",{"v":11178.2,"d":"11178"},null,""]
["1.1.2","8.3.1 b","Clear trees of girth over 1.0 m.","No.",50,null,""]
["1.1.3","8.3.1 c","Remove 150 mm topsoil, 800 mm wide.","m3",{"v":1341.3840000000002,"d":"1341"},null,""]
["1.1.4",null,"Demolish existing concrete.","m3","Rate Only",null,"Rate Only"]
["1.1.5",null,"Clear and shape roads and side drains.","m3","Rate Only",null,"Rate Only"]
["1.1.6",null,"Shape to grade for trench excavation.","m3","Rate Only",null,"Rate Only"]
[{"$nulls":6},""]
[1.2,"PSDB 4.1","Excavation using Plant:",{"$nulls":3},""]
["1.2.1",null,"Excavate in all materials for trench depths up to 1000 mm, 800 mm wide.","m",{"v":11178.2,"d":"11178"},null,""]
["1.2.2",null,"Excavate in all materials for trench depths exceeding 1000 mm up to 1500 mm, 800 mm wide.","m",{"v":3353.46,"d":"3353"},null,""]
["1.2.3",null,"Excavate in all materials for trench depths exceeding 1500 mm up to 2000 mm, 800 mm wide.","m","Rate Only",null,"Rate Only"]
["1.2.4",null,"Extra-over items 1.2.1, 1.2.2 and 1.2.3 for excavation in intermediate material.","m3",{"v":3062.7680000000005,"d":"3063"},null,""]
["1.2.5",null,"Extra-over items 1.2.1, 1.2.2 and 1.2.3 for excavation in hard material. (Provisional)","m3",{"v":4229.830880000001,"d":"4230"},null,""]
["1.2.6",null,"Excavate and dispose of unsuitable material from trench bottom.","m3",{"v":670.692,"d":"671"},null,""]
["1.2.7",null,"Spoil unsuitable backfill material.","m3",{"v":335.346,"d":"335"},null,""]
[{"$nulls":6},""]
[1.3,"PSDB 2","Excavation using Labour Intensive Methods:",{"$nulls":3},""]
["1.3.1",null,"Extra-over Item 1.2.1 for excavation in soft material using labour intensive methods.","m",{"v":558.9100000000001,"d":"559"},null,""]
["1.3.2",null,"Extra-over Item 1.2.2 for excavation in soft material using labour intensive methods.","m",{"v":3353.46,"d":"3353"},null,""]
["1.3.3",null,"Extra-over Item 1.2.3 for excavation in soft material using labour intensive methods.","m","Rate Only",null,"Rate Only"]
["1.3.4",null,"Extra-over Item 1.2.4 for excavation in intermediate material using labour intensive methods.","m3",{"v":612.5536000000001,"d":"613"},null,""]
["1.3.5",null,"Extra-over Item 1.2.6 for excavate and dispose of unsuitable materisl using labour intensive methods.","m3","Rate Only",null,"Rate Only"]
[]
[1.4,null,"BEDDING:"]
[null,null,"(As specified in SABS 1200 LB and the Project Specifications.)"]
[]
[null,"8.2.1","Bedding from Trench Excavations:"]
[null,null,"(Bedding to be Class C for flexible pipes as indicated in the contract drawings)",{"$nulls":3},""]
["1.4.1",null,"Provision of bedding from pipe trench excavation within 1.0 km, using selected granular material.","m3",{"v":1341.384,"d":"1341"},null,""]
["1.4.2",null,"Provision of bedding from pipe trench excavation within 1.0 km, using selected fill material.","m3",{"v":335.346,"d":"335"},null,""]
[{"$nulls":6},""]
[1.5,"8.2.2","Imported Bedding Material:",{"$nulls":3},""]
[null,null,"(Bedding to be Class C for flexible pipes as indicated in the contract drawings)"]
["1.5.1",null,"Provision of bedding imported from designated borrow pit using selected granular material.","m3",{"v":536.5536000000001,"d":"537"},null,""]
["1.5.2",null,"Provision of bedding imported from designated borrow pit using selected fill material.","m3",{"v":201.20759999999999,"d":"201"},null,""]
[]
[1.6,"8.2.5","Overhaul:"]
["1.6.1",null,"Overhaul of material for bedding from trench excavations. Free-haul distance is 1.0 km.","Rate Only","Rate Only",null,"Rate Only"]
["1.6.2",null,"Overhaul of material for bedding from designated borrow pit. Free-haul distance is 5.0 km.","m3-km",{"v":7377.612,"d":"7378"},null,""]
[]
[]
[]
[]
["SUB-TOTAL SCHEDULE B - SECTION 1 CARRIED FORWARD:"]
["SUB-TOTAL SCHEDULE B - SECTION 1 BROUGHT FORWARD:"]
[]
[1.7,"PSDB 5.6","Backfill and Compaction:"]
["1.7.1",null,"Backfill and compact trenches using labour intensive methods.","m3",{"v":9389.688000000002,"d":"9390"},null,""]
[null,null,"Backfill road crosings using a commercial type G4 material compacted to 98% Mod. AASHTO density.","m3",{"v":657.2781600000002,"d":"657"},null,""]
["1.7.2",null,"Dispose of surplus excavated material.","m3","Rate Only",null,"Rate Only"]
[{"$nulls":6},""]
[1.8,null,"Excavation Ancillaries;",{"$nulls":3},""]
["1.8.1","8.3.3.1 a","Make up deficiency in backfill material  from other excavations.","m3",{"v":938.9688000000002,"d":"939"},null,""]
["1.8.2","8.3.3.1 b","Make up deficiency in backfill material  from borrow pits. Free-haul is 5.0 km.","m3","Rate Only",null,"Rate Only"]
["1.8.4",null,"Pipe protection installed at 300 mm below top of finished backfill level using 3 strips of danger tape. ","m","Rate Only",null,"Rate Only"]
["1.8.5","8.3.3.2","Opening and closing designated borrow pits.","Pov. Sum",1,{"v":20000,"d":"R 20,000.00"},{"v":20000,"d":"R 20,000.00"}]
["1.8.6","8.3.3.3","Compaction within road reserve to 90 % of Modified AASHTO density clause 5.7.1.","m3",{"v":131.45563200000004,"d":"131"},null,""]
["1.8.7","8.3.3.3","Compaction within road reserve to 98 % of Modified AASHTO density, as per clause 5.7.2.","m3",{"v":187.79376000000005,"d":"188"},null,""]
[{"$nulls":6},""]
[1.9,null,"Overhaul:",{"$nulls":3},""]
["1.9.1","8.3.3.4","Overhaul in excess of the free-haul of 5.0 km.","m3-km",{"v":14788.758600000003,"d":"14789"},null,""]
[]
[{"v":1.1,"d":"1.10"},null,"Existing Services:"]
["1.10.1","8.3.5 a","Services that intersect a trench.","No.",30,null,""]
[{"$nulls":6},""]
[1.11,null,"Finishing:",{"$nulls":3},""]
["1.11.1","8.3.6.1 c","Reinstate road surfaces using 40 mm asphalt.","m2",100,null,""]
["1.11.2",null,"Topsoil trenches. (Provisional)","m2",{"v":22356.4,"d":"22356"},null,""]
{"$rows_empty":36}
[null,null,"TOTAL SECTION 1 CARRIED TO SUMMARY"]

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["SCHEDULE D: BULK SUPPLY AND DISTRIBUTION"]
["SEFENE, EISLEBEN, MATSEKE & RAMATSHOWE REGIONAL WATER SUPPLY - CONTRACT B"]
["ITEM NO",null,"DESCRIPTION","UNIT","QUANTITY","RATE","AMOUNT"]
[]
["C.1",null,"SECTION D: BULKLINE-MEDIUM PRESSURE PIPES"]
[null,null,"(As specified in SABS 1200 L, SABS 1200 GA and the Project Specifications.)"]
[]
["C.1.1","8.2.1","Supply, Lay and Bed uPVC Pipes Complete:"]
[null,null,"(The rates shall include disinfecting of pipes after completion of hydraulic pipe test.)"]
["1.1.1",null,"200 mm uPVC medium pressure pipes - Class 9","m",{"v":1948.1999999999998,"d":"1948"},null,""]
["1.1.2",null,"250 mm uPVC medium pressure pipes - Class 9","m",2100,null,""]
["1.1.3",null,"315 mm uPVC medium pressure pipes - Class 9","m",7130,null,""]
[]
["D.1.2","8.2.2","Fittings and Specials - uPVC Lyng Bends:",{"$nulls":3},""]
[null,null,"(Extra-over rate to Items 3.1.1 to 3.1.6.)",{"$nulls":3},""]
["1.2.1",null,"110 mm uPVC:",{"$nulls":3},""]
["1.2.1.1",null,"uPVC bends less than 25 degree angle.","No.",5,null,""]
["1.2.1.2",null,"uPVC bends with 45 degree angle.","No.",5,null,""]
["1.2.1.3",null,"uPVC bends with 90 degree angle.","No.",10,null,""]
["1.2.2",null,"140 mm uPVC:",{"$nulls":3},""]
["1.2.2.1",null,"uPVC bends less than 25 degree angle.","No.",3,null,""]
["1.2.2.2",null,"uPVC bends with 45 degree angle.","No.",2,null,""]
["1.2.2.3",null,"uPVC bends with 90 degree angle.","No.",6,null,""]
["1.2.3",null,"160 mm uPVC:",{"$nulls":3},""]
["1.2.3.1",null,"uPVC bends less than 25 degree angle.","No.",5,null,""]
["1.2.3.2",null,"uPVC bends with 45 degree angle.","No.",5,null,""]
["1.2.3.3",null,"uPVC bends with 90 degree angle.","No.",5,null,""]
["1.2.4",null,"200 mm uPVC:"]
["1.2.4.1",null,"uPVC bends less than 25 degree angle.","No.",2,null,""]
["1.2.4.2",null,"uPVC bends with 45 degree angle.","No.",2,null,""]
["1.2.4.3",null,"uPVC bends with 90 degree angle.","No.",3,null,""]
["1.2.5",null,"250 mm uPVC:",{"$nulls":3},""]
["1.2.5.1",null,"uPVC bends less than 25 degree angle.","No.",4,null,""]
["1.2.5.2",null,"uPVC bends with 45 degree angle.","No.",3,null,""]
["1.2.5.3",null,"uPVC bends with 90 degree angle.","No.",3,null,""]
["1.2.6",null,"315 mm uPVC:"]
["1.2.6.1",null,"uPVC bends less than 25 degree angle.","No.",2,null,""]
["1.2.6.2",null,"uPVC bends with 45 degree angle.","No.",2,null,""]
["1.2.6.3",null,"uPVC bends with 90 degree angle.","No.",2,null,""]
["1.2.7",null,"355 mm uPVC:"]
["1.2.7.1",null,"uPVC bends less than 25 degree angle.","No.",2,null,""]
["1.2.7.2",null,"uPVC bends with 45 degree angle.","No.",2,null,""]
["1.2.7.3",null,"uPVC bends with 90 degree angle.","No.",2,null,""]
[]
[2.1,"8.2.2","Specials and Fittings - Cast Iron Special Tees:",{"$nulls":3},""]
[null,null,"(Bitumen dipped and LYNG sockets on all sides all to SABS 546 and SABS 966.)",{"$nulls":3},""]
[]
["2.1.1",null,"110 mm dia.","No.",2,null,""]
["2.1.2",null,"160 mm dia.","No.",4,null,""]
["2.1.3",null,"200 mm dia.","No.",4,null,""]
[]
[2.2,"8.2.2","Specials and Fittings - Hydrant Tees:",{"$nulls":3},""]
[null,null,"(Cast iron hydrant tees, Bitumen dipped and LYNG sockets to SABS 546 and SABS 966 with flanged branch, 50 mm dia, drilled to SABS 1123, Table 16.)",{"$nulls":3},""]
["2.2.1",null,"110 mm dia.","No.","Rate Only",null,"Rate Only"]
["2.2.2",null,"160 mm dia.","No.",2,null,""]
[]
[2.3,"8.2.2","Specials and Fittings - Cast Iron Scour Tees:",{"$nulls":3},""]
[null,null,"(Cast iron scour tee, Bitumen dipped and LYNG sockets to SABS 546 and SABS 966 with flanged branch, 100 mm dia, drilled to SABS 1123, Table 16.)",{"$nulls":3},""]
["2.3.1",null,"110 mm dia.","No.",3,null,""]
["2.3.2",null,"140 mm dia.","No.",2,null,""]
["2.3.3",null,"160 mm dia.","No.",2,null,""]
["2.3.4",null,"200 mm dia.","No.",2,null,""]
["2.3.5",null,"250 mm dia.","No.",2,null,""]
["2.3.6",null,"315 mm dia.","No.",3,null,""]
[]
[2.4,"8.2.2","Specials and Fittings - Cast Iron End Caps:",{"$nulls":3},""]
["2.4.1",null,"63 mm dia.","No.",5,null,""]
["2.4.2",null,"75 mm dia.","No.",15,null,""]
["2.4.3",null,"110 mm dia.","No.","Rate Only",null,"Rate Only"]
["2.4.4",null,"140 mm dia.","No.",2,null,""]
["2.4.5",null,"160 mm dia.","No.",2,null,""]
["2.4.6",null,"250 mm dia.","No.",1,null,""]
[]
[2.5,"8.2.2","Specials and Fittings - Cast Iron Reducers:",{"$nulls":3},""]
[null,null,"(Bitumen dipped, spigot and socket and socketed cast iron reducers all to SABS 546 and SABS 966.)",{"$nulls":3},""]
["2.5.1",null,"63 mm x 90 mm dia. [S]","No.","Rate Only",null,"Rate Only"]
["2.5.2",null,"90 mm x 110 mm dia. [S]","No.","Rate Only",null,"Rate Only"]
["2.5.3",null,"110 mm x 63 mm dia. [S]","No.","Rate Only",null,"Rate Only"]
["2.5.4",null,"160 mm x 75 mm dia. [S]","No.","Rate Only",null,"Rate Only"]
["2.5.5",null,"200 mm x 75 mm dia. [S]","No.","Rate Only",null,"Rate Only"]
[]
["SUB-TOTAL SCHEDULE C - SECTION 1 CARRIED FORWARD:"]
["SUB-TOTAL SCHEDULE C - SECTION 2 BROUGHT FORWARD:"]
[]
[2.6,"8.2.2","Specials and Fittings - Flang Adaptors:",{"$nulls":3},""]
[null,null,"(Bitumen dipped and LYNG sockets to SABS 546 and SABS 966 with flange drilled to SABS 1123, Table 16.)",{"$nulls":3},""]
["2.6.1",null,"90 mm dia.","No.","Rate Only",null,"Rate Only"]
["2.6.2",null,"110 mm dia.","No.","Rate Only",null,"Rate Only"]
[]
[2.7,"8.2.3","Specials and Fittings - Isolating Valves:",{"$nulls":3},""]
[null,null,"(Flanged RSV isolating valves. Valves to be non-rising spindles with cap top.)",{"$nulls":3},""]
["2.7.1",null,"50 mm dia. Class 16","No.",1,null,""]
["2.7.2",null,"75 mm dia. Class 16","No.",2,null,""]
["2.7.3",null,"110 mm dia. Class 16","No.",16,null,""]
["2.7.4",null,"140 mm dia. Class 16","No.",4,null,""]
["2.7.5",null,"160 mm dia. Class 16","No.",2,null,""]
["2.7.6",null,"200 mm dia. Class 16","No.",{"v":6.586666666666667,"d":"7"},null,""]
["2.7.7",null,"250 mm dia. Class 16","No.",{"v":4.4,"d":"4"},null,""]
["2.7.8",null,"315 mm dia. Class 16","No.",{"v":4.875,"d":"5"},null,""]
["2.7.9",null,"400 mm dia. Class 16","No.",2,null,""]
[]
[2.8,"8.2.3","Specials and Fittings - Socketed Valves:",{"$nulls":3},""]
[null,null,"(Socket ends RSV isolating valves. Valves to be non-rising spindles with cap top.)",{"$nulls":3},""]
["2.8.1",null,"63 mm dia. Class 16","No.","Rate Ony",{"v":3000,"d":"R 3,000.00"},"Rate Only"]
[null,null,"75 mm dia. Class 16","No.","Rate Ony",{"v":4000,"d":"R 4,000.00"},"Rate Only"]
[]
[{"v":2.9,"d":"2.90"},"8.2.3","Specials and Fittings - Air Valve:",{"$nulls":3},""]
[null,null,"(Vent O' Mat SERIES RBX  with screwed BSP male inlet, or similar. Complete with flange, barrel nipple, and 50 mm gate valve)",{"$nulls":3},""]
["2.10.1",null,"50 mm Air Valve ","No.",34,null,""]
[{"$nulls":6},""]
[2.11,"8.2.3","Specials and Fittings - Bulk Water Meter:",{"$nulls":3},""]
[null,null,"(Kent or similar approved, flanged and drilled to SABS 1123, Table 16)",{"$nulls":3},""]
["2.11.1",null,"110 mm dia.  In-Line Bulk Water Meter.","No.",2,null,""]
["2.11.2",null,"140 mm dia.  In-Line Bulk Water Meter.","No.",1,null,""]
["2.11.3",null,"160 mm dia.  In-Line Bulk Water Meter.","No.",1,null,""]
["2.11.4",null,"200 mm dia.  In-Line Bulk Water Meter.","No.",6,null,""]
["2.11.5",null,"250 mm dia.  In-Line Bulk Water Meter.","No.",1,null,""]
["2.11.6",null,"355 mm dia.  In-Line Bulk Water Meter.","No.",2,null,""]
[]
[2.12,"8.2.2","Specials and Fittings - Stand Pipes",{"$nulls":3},""]
["2.12.1",null,"Stand pipe fittings complete, excluding saddles, including all labour, plant and incidentals as per DWAF details. (Drawing no.)","No.","Rate Only",null,"Rate Only"]
[{"$nulls":6},""]
[2.14,"8.2.13","Valve Chambers:",{"$nulls":3},""]
["2.14.1",null,"Valve chamber -  complete including excavation, materials, plant, labour and incidentals, as per detail drawings (Drawing no.)","No.",{"v":89.86166666666666,"d":"90"},null,""]
["2.14.2",null,"Extra-over Item 3.15.1 for depth increments of 250 mm.","No.",null,null,"Rate Only"]
[2.15,"8.2.4","Supply and Install single house hold connection complete with 15 mm plastic water meter and isolating valve but excluding standpipe as per Detail Drawing"]
[]
[2.18,null,"Thrust Blocks:",{"$nulls":3},""]
["2.18.1",null,"Excavation.","m3",1000,null,""]
["2.18.2",null,"Formwork.","m2",1500,null,""]
["2.18.3",null,"Concrete. [Class 20/19 MPa]","m3",1000,null,""]
[]
[2.19,null,"Supply and Install Pipe Markers as per Detail Drawing","No.",{"v":72.35640000000001,"d":"72"},null,""]
[]
[{"v":2.2,"d":"2.20"},null,"Scour Valve"]
["2.20.1",null,"Scour Valve complete, excluding specials and fittings, including all labour, plant, materials and incidentals, as per detail drawings. (Refer to Drawing No. ) ","No.",28,null,""]
[]
[2.21,null,"Main Roads Crossings using pipe jacking method","Prov. Sum",1,{"v":180000,"d":"R 180,000.00"},{"v":180000,"d":"R 180,000.00"}]
[]
["2.21.1",null,"Overheads, charges and profit on item 2.23","%",{"v":180000,"d":"180,000"},null,""]
[]
[]
[]
[]
[]
[{"$nulls":6},""]
{"$rows_empty":17}
[null,"TOTAL SECTION 2 CARRIED TO SUMMARY"]

{"sheet":"D-6.51ML Res","index":3,"n_rows":340,"n_cols":7,"rows_kept":340,"merged":[[1,0,1,6],[54,0,54,5],[55,0,55,5],[115,0,115,5],[116,0,116,5],[174,0,174,5],[175,0,175,5],[226,0,226,5],[227,0,227,5],[286,0,286,5],[287,0,287,5],[339,0,339,5]],"flags":["formulas_cached_only"]}
["SCHEDULE B: 6.5ML CONCRETE RESERVOIR"]
["SEFENE, EISLEBEN, MATSEKE & RAMATSHOWE RWS - CONTRACT B"]
[]
["ITEM NO.","PAYM. REF.","DESCRIPTION","UNIT","QTY","RATE","AMOUNT"]
[null,null,"SECTION F: 6.51Ml CONCRETE RESERVOIR"]
["B.1",null,"GENERAL"]
[]
[null,null,"Sums stated provisionally by the"]
[null,null,"Engineer"]
[]
[null,null,"Allow the sum of money for the appointment of a Specialist \nsub-contractor for lightning protection of the reservoir.","Sum",1,{"v":40000,"d":"R 40,000.00"},{"v":40000,"d":"R 40,000.00"}]
[]
[null,null,"Overheads, charges and profit on (1)","%",{"v":40000,"d":"40,000"},null,""]
[null,null,"above'"]
[]
[2,"SABS ","SITE CLEARANCE"]
[null,"1200D"]
[2.1,"8.3.1.1","Clear and grub vegetation and smal trees up to 1 m girth  at area of works as per detailed specifications(4m around structure) ","m²",{"v":2473.7999999999997,"d":"2474"},null,""]
[]
[2.2,"8.3.1.2","Remove topsoil to stockpile - 100mm","m²",{"v":2473.7999999999997,"d":"2474"},null,""]
[]
[2.3,"8.3.2","Excavate in all material and dispose within a freehaul\n distance of 2.0 km","m3",{"v":3710.7,"d":"3711"},null,""]
[]
[2.4,"8.3.3","a)Restricted excavation and dispose of :"]
[]
[null,null,"(i) Circular footing","m3",{"v":564.1999999999999,"d":"564"},null,""]
[]
[null,null,"(ii) Pipe trenches for mass concrete"]
[null,null,"around drain pipes","m3",{"v":43.4,"d":"43"},null,""]
[]
[null,null,"(iii) Support beam under floor joints","m3",{"v":26.04,"d":"26"},null,""]
[]
[null,null,"(iv) Manholes and head walls","m3",{"v":86.8,"d":"87"},null,""]
[]
[null,"8.3.4","Import material from borrow and compacted to 150 mm layer to 95%Mod.AASHTO","m3",{"v":4930.24,"d":"4930"},null,""]
[]
[null,null,"Import material from commercial source (rock fill) and compacted to 150 mm layer to 90%Mod.AASHTO","m3",{"v":3794.24,"d":"3794"},null,""]
[]
[2.5,"8.3.3b","b) Extra-over for :"]
[]
[null,null,"(i) Intermediate excavation","m3",{"v":564.1999999999999,"d":"564"},null,""]
[]
[null,null,"(ii) Hard excavation","m3",{"v":282.09999999999997,"d":"282"},null,""]
[]
[2.6,null,"Access road ","Prov. Sum",1,{"v":150000,"d":"R 150,000.00"},{"v":150000,"d":"R 150,000.00"}]
[null,null,"Overheads, charges and profit on item 2.6","%",{"v":150000,"d":"150,000"},null,""]
{"$rows_empty":8}
["CARRIED FORWARD"]
["BROUGHT FORWARD "]
[]
[3,null,"FORMWORK"]
[3.1,"8.2.1","Vertical rough surface in Class III finish for "]
[]
[null,null,"i)FWK Rough to foundations & bases","m2",{"v":256.06,"d":"256"},null,""]
[]
[3.2,"8.2.2","Smooth curved vertical Class II finish for."]
[]
[null,null,"vi)FWK Smooth to walls - circular external","m2",{"v":1746.5,"d":"1747"},null,""]
[]
[null,null,"v)FWK Smooth to walls - circular internal ","m2",1687,null,""]
[]
[null,null,"(vi) Outside face of roof slab up-stand 500 mm high.","m2",{"v":138.88,"d":"139"},null,""]
[]
[null,null,"(vii) Inside face of roof slab up-stand 300 mm high.","m2",{"v":82.46,"d":"82"},null,""]
[]
[null,null,"FWK Smooth vertical  to manholes & sumps walls ","m2",{"v":150.164,"d":"150"},null,""]
[]
[null,null,"Extra over item 2.1.18 (iv) and (v) for curing both faces of reservoir wall according to specifications ","m2",{"v":2452.5,"d":"2453"},null,""]
[]
[3.3,"8.2.2","Smooth horizontal Class II finish for :"]
[null,null,"i)FWK to Soffits & roof slabs","m2",{"v":1206.52,"d":"1207"},null,""]
[]
[null,null,"Smooth vertical Class II finish for :"]
[]
[null,null,"i)FWK Smooth to columns & beams","m2",{"v":177.94,"d":"178"},null,""]
[]
[null,null,"Extra over item 2.1.21 for curing of columns and beams according to specifications ","m2",{"v":108.5,"d":"109"},null,""]
[]
[3.4,"8.2.6","Boxed out holes, square or circular of areas up to."]
[null,null,"a) 3m² Manhole opening in reservoir roof slab.","no",1,null,""]
[]
[null,null,"b) 0.110m diam.","no",4,null,""]
[null,null,"V-drip in roof slab","m",{"v":273.42,"d":"273"},null,""]
[]
[null,"SABS "]
[4,"1200 G","CONCRETE"]
[]
[4.1,"8.4.2","15 MPa Concrete to blinding - 50mm thick","m²",1206,null,""]
[]
[4.2,"8.4.3","15 MPa No fines  type NF 38 concrete to floors","m3",217,null,""]
[]
[4.3,"8.4.3","Strength 15 MPa/19mm concrete in :"]
[]
[null,null,"i)15 MPa Encasing concrete to pipelines","m3",{"v":17.36,"d":"17"},null,""]
[]
[4.4,"8.4.3","Strength concrete 20 MPa/19mm"]
[]
[null,null,"i) 20 MPa Concrete in external cast in site kerb aroud the reservoir","m3","Rate only",null,"Rate only"]
[]
[null,null,"Strength concrete 25 MPa/19mm"]
[]
[null,null,"i) 25 MPa Concrete in valve chamber slab.","m3",{"v":43.4,"d":"43"},null,""]
[]
[null,null,"Strength concrete 40 MPa/19mm"]
[]
[null,null,"i) 40 MPa Concrete in wall footing","m3",{"v":21.7,"d":"22"},null,""]
[]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD "]
[]
[null,null,"ii) 40MPa Concrete in roof slab","m3",{"v":282.09999999999997,"d":"282"},null,""]
[]
[null,null,"iii) 40 MPa Concrete in floor slab","m3",494,null,""]
[]
[null,null,"iv) 40 MPa Concrete in wall","m3",{"v":528.1999999999999,"d":"528"},null,""]
[]
[null,null,"v) 40 MPa Concrete in columns & beams","m3",{"v":43.4,"d":"43"},null,""]
[]
[5,"8.3.1","REINFORCEMENT"]
[]
[5.1,null,"Mild steel round bar"]
[]
[null,null,"From 8mm up to and including 12mm for :"]
[]
[null,null,"Supply & fix 8-16mm dia mild steel","t",8.68,null,""]
[]
[5.2,null,"High tensile steel round bar"]
[]
[null,null,"From 10mm up to and including 16mm for","t",130.2,null,""]
[]
[5.3,null,"Larger than 16mm for :"]
[]
[null,null,"a)Supply & fix 16-32mm dia high tensile","t",4.34,null,""]
[]
[5.4,null,"High tensile welded mesh"]
[]
[null,null,"a)Supply and fix mesh ref 617 to surface bed ","m2",1605.8,null,""]
[]
[null,null,"b)Supply and fix mesh ref 395 to valve chamber ","m2",434,null,""]
[]
[null,null,"Unformed surface finish"]
[]
[5.5,null,"Woodfloat Class II finish for :"]
[]
[null,null,"Wood float finish soffit and slab of valve chamber.","m2",2170,null,""]
[]
[null,null,"Extra over item 2.1.32(i) for curing of top of roof slab to specification including application of waterproofing ","m2",651,null,""]
[]
[5.6,null,"Steel float finish for :"]
[]
[null,null,"i) Steel float finish top and upstand at roof ","m2",868,null,""]
[]
[null,null,"ii) Steel float finish external inclined kerb","m2",350,null,""]
[]
[null,null,"iii) Steel float finish external foundation surface  ","m2",195.29999999999998,null,""]
[]
[null,null,"iv) Steel float finish surface bed slab  and foundation surface ","m2",824.6,null,""]
[]
[null,null,"Extra over item 2.1.32 (iv for curing of floor slab to specifications.","m2",434,null,""]
[]
[null,null,"Manhole Cover and Frame "]
[null,null,"Supply and cast in concrete roof slab, manhole cover and frame complete with locking device as per Drg No. ","no",2,null,""]
[]
[]
[]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD "]
[]
[null,null,"Ventilators on roof slabs"]
[null,null,"Supply and cast in concrete roof slab inlet and outlet ventilators as per Drg. No. ","no",4,null,""]
[]
[null,null,"Access Ladders"]
[null,null,"Supply and install submerged GMS to Class A ladder fixed to chamber walls of about 5m high as per Drg No. ","no",2,null,""]
[]
[6,null,"Joints refer to detailed reservoir drawing"]
[null,null,"Horizontal (each joint length 17.5m)  in floor slab copmlete witj 290 wide sika waterstop, diamond dowel, hydrocell void former, joint sealer and sealing strip. ","no",4,null,""]
[]
[null,null,"Construction joint in walls complete with 20x10 SIKA Swell P profilr TYPE 2010, Joint sealer and formed V-Joint on outerface of wall","no",1,null,""]
[]
[7,null,"Supply, placing and fixing of miscellaneous items"]
[null,null,"250 Micron 'Hyperlastic' waterproof sheeting on blinding, with welded joints to manufacturers specifications(netto area measured)'","m2",{"v":355.88,"d":"356"},null,""]
[]
[null,null,"100 Micron polyethylene perforated"]
[null,null,"sheeting (netto area to include 100mm"]
[null,null,"overlaps)","m2",{"v":355.88,"d":"356"},null,""]
[]
[null,null,"100 Diam. uPVC perforated pipe supplied and laid ","m",{"v":325.5,"d":"326"},null,""]
[]
[null,null,"Supply & place 19mm stone 75mm thick to roofs","m2",{"v":1011.2199999999999,"d":"1011"},null,""]
[]
[null,null,"Supply & install water level indicator complete as per detail drawing","Sum",1,null,""]
[]
[null,null,"Scrubbing down of walls and columns as specified","Sum",1,null,""]
[]
[null,null,"Allow for filling the reservoir once with clean water for testing purposes","Sum",1,null,""]
[]
[null,null,"Supply 150g of Calcium Hyprchloride per cubic metre of water for sterilizing the reservoir","Sum",1,null,""]
{"$rows_empty":20}
["CARRIED FORWARD"]
["BROUGHT FORWARD "]
[]
[8,null,"Reservoir Pipe Work"]
[null,null,"Supply, install and construct reservoir pipework fittings, etc. as detailed in the drawings and project specifications. "]
[null,null,"Abbreviations used: "]
[null,null,"FTF=FLANFE TO FLANGE"]
[null,null,"CTF=CENTRE TO FLANGE"]
[null,null,"FOE=FLANGED ONE END"]
[null,null,"B/VALVE=BUTTERFLY VALVE"]
[null,null,"POE=PLAIN ONE END"]
[null,null,"W/RESTR= WITH RESTRAINING"]
[null,null,"PE=PLAIN END "]
[null,null,"PN10=NORMAL PRESSURE 10 BARS "]
[null,null,"PBE= PLAIN BOTH ENDS "]
[null,null,"OE=OTHER END"]
[null,null,"FBE=FLANGED BOTH ENDS"]
[null,null,"2 X= TWO TIMES "]
[null,null,"FPE=FLANGE TO PLAIN END"]
[null,null,"AV=AIR VALVE"]
[null,null,"CW=CLOCKWISE"]
[null,null,"PF=PUDDLE FLANGE"]
[null,null,"RF=RESTRAINING FLANGE"]
[null,null,"FA=FLANGE ADAPTOR"]
[null,null,"FAE= FLANGED ALL ENDS"]
[null,null,"VJC=VIKING JOHNSON COUPLING"]
[null,null,"CTP=CENTRE TO PLAIN END"]
[]
[8.1,null,"Scour - 100 diam."]
[null,null,"1) 100 diam. GMS pipe 0.600m FOE trumpet","no",1,null,""]
[]
[null,null,"2) 100 diam. Short radius butt weld bend 90 bend FBE.\n ","no",1,null,""]
[null,null,"3) 100 diam. GSM pipe 3.0m long FOE.","no",1,null,""]
[]
[8.2,null,"Overflow - 150 diam."]
[null,null,"1) 150 diam. GMS pipe 0.5m long FOE,","no",1,null,""]
[null,null,"puddle flange"]
[]
[null,null,"2) 150 diam. Butt weld long radius 90 bend FBE ","no",2,null,""]
[]
[null,null,"3) 150 diam. GMS pipe 2.2m long FOE","no",1,null,""]
[]
[null,null,"3) 150 diam. GMS pipe 1.252m long FOE with puddle flange 0.5m from flanged end","no",1,null,""]
[]
[null,null,"5) 150 diam. GMS pipe 3.0m long FBE","no",1,null,""]
[]
[null,null,"6) Concrete encasement (measured elsewhere )"]
[]
[8.3,null,"Outlet - 100 diam."]
[null,null,"1) 200 diam. GMS pipe 1m FOE trumpet other end with puddle flange 200mm from trumpet end ","no",1,null,""]
[]
[null,null,"2) 200 diam. short radius butt weld 90 bend FBE","no",1,null,""]
[]
[null,null,"3) 200 diam. GSM pipe 3.0m long FOE","no",1,null,""]
[]
[null,null,"4) 200 diam Cast iron flange adaptor","no",1,null,""]
[]
[]
[]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD "]
[]
[8.3,null,"Inlet - 100 diam."]
[null,null,"1) 200 diam. GMS pipe 0.5m long FBE'","no",1,null,""]
[]
[null,null,"2) 200 diam. shirt radius butt weld as item 109 Drw. 90 bend FBE","no",2,null,""]
[]
[null,null,"3) 200 diam. GMS pipe 2.692m long FBE","no",1,null,""]
[]
[null,null,"4) 200 diam. GMS pipe 0.475mm long FBE","no",4,null,""]
[]
[null,null,"5) Supply and install pistek valve from balem complete with a grid strainer","no",1,null,""]
[]
[null,null,"6) LEVELDEX 200 diam. Float control valve","no",1,null,""]
[]
[null,null,"7) 200 diam. 45º buttweld long radiur elbow","no",2,null,""]
[]
[8.4,null,"Valve Chamber Pipework"]
[null,null,"1) 80 x 100 buttweld concentric reducer FBE with extended ends in 80 and 100 buttweld pipe for a 250 FTF","no",1,null,""]
[]
[null,null,"2) 200 diam. RESILIENT gate valve \" AVK\" MAKE with handwheel Class 10 short pattern to SABS 664 flanged FTF 229. PN 16","no",1,null,""]
[]
[null,null,"3) 200  flanged equal tee See also drw. Chamber details for air valve assembly .  ","no",1,null,""]
[]
[null,null,"4) 200 blank flangewith 25 mm diam threaded hole  ","no",1,null,""]
[]
[null,null,"5)25 mm diam nipple","no",1,null,""]
[]
[null,null,"6)25mm BSP Female gun metal valve rated for up to 28 bars non shock pressure","no",2,null,""]
[]
[null,null,"7)VENT-O- MAT  model no RBX 1601 anti-shock air valve 50 mm BSP male threadedconnection ","no",1,null,""]
[]
[null,null,"8) 200 diam. Klamfex flange adaptor to suit item","no",4,null,""]
[]
[null,null,"9) WPD Cosmos meter FBE DN 100 mm,PN 16","no",1,null,""]
[]
[null,null,"10) WPD-F strainer FBE DN 100mm,PN 16","no",1,null,""]
[]
[null,null,"11) 200 diam. GMS pipe FBE with puddle flange at the center, total length of 1080 mm","no",1,null,""]
[]
[null,null,"12) 200 diam. GMS pipe FBE total length of 600 mm","no",5,null,""]
[]
[null,null,"13) 200 diam. GMS pipe 570 long FOE to suite flange adaptor","no",1,null,""]
[]
[null,null,"14) 200 diam. GMS pipe 905 long FOE to suite flange adaptor","no",1,null,""]
[]
[null,null,"15) 200 diam. GMS pipe 300 long FOE to suite flange adaptor","no",1,null,""]
[]
[null,null,"Allow the sum of money for area finish works to written permision by the engineer. ","Sum",1,null,""]
[]
[]
[]
["TOTAL CARRIED FORWARD TO SUMMARY "]

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["ESTIMATED PROJECT COST (ALL INCLUSIVE) "]
["SECTION ","SECTION","DESCRIPTION","AMOUNT"]
["A",1,"PRELIMINARY AND GENERAL AND PROVISIONAL"]
["B",1,"EXCAVATION-BULKLINE:EARTHWORKS FOR PIPE TRENCHES AND PIPE BEDDING"]
["C",1,"BULK PIPELINE-MEDIUM PRESSURE PIPELINES AND ANCILLARIES"]
["D",1,"6.51ML COMMAND CONCRETE RESERVOIR (Positioned Near Eisleben) "]
{"$rows_empty":9}
["SUBTOTAL"]
["CONTINGENCIES @ 10%"]
["ESCALATION @ 2.5%"]
["SUB-TOTAL:"]
["ADD 15% VAT:"]
["TOTAL TENDER AMOUNT:"]