{"text_format":"3","workbook":"xlsx","n_sheets":7,"sheets":["Schedule 1- General","Schedule 2-Roads & Platforms","Schedule 3-Stormwater","Schedule 4 Water","Schedule 5 Sewer","Schedule 6 Buildings","Summary"],"not_rendered":{"images":7,"external_links":1,"defined_names":122},"read":"whole","date_system":"1900"}

{"sheet":"Schedule 1- General","index":0,"n_rows":68,"n_cols":7,"rows_kept":68,"merged":[[0,2,0,6],[1,2,1,6],[67,3,67,5]]}
[null,null,"CONSTRUCTION OF NEW ZAMDELA (IN-AMELIA) CEMETERY"]
[null,null,"SCHEDULE 1 : GENERAL"]
[]
[]
[null,"Payment",{"$nulls":3},"Rate","Amount"]
["Item","Reference","Description","Unit","Qty","(R)","(R)"]
[]
["1",null,"SCHEDULE 1: GENERAL"]
[]
["1.1","8.3.1","CONTRACTUAL REQUIREMENTS"]
[null,null,"(a) Liaison Officer","Months",4]
[null,null,"(b) Medical Exams for Local labourers","Sum",1,{"v":30000,"d":"R30,000"}]
[null,null,"(c) Training (Generic, Technical, Venue)","Sum",1,{"v":60000,"d":"R60,000"}]
[]
["1.1.2",null,"Profit in terms of the above","%",{"$f":"SUM(G11:G13)","v":0}]
[]
["1.2","SABS ","ESTABLISHMENT OF FACILITIES ON SITE"]
[null,"1200 A"]
["1.2.1","8.3..2.1","Facilities For Engineer"]
[null,null,"(c) Contract Nameboards","No.",2,{"v":3500,"d":"R3,500"}]
[null,null,"(d) Material Testing as Directed by the Engineer","Sum",1,{"v":90000,"d":"R90,000"}]
[]
["1.2.2","8.3..2.1","Facilities For Contractor"]
[null,null,"(a) Offices and Storage Sheds","m2",20]
[null,null,"(b) Workshops","m2",5]
[null,null,"(c) Ablution and Latrine Facilities","m2",15]
[null,null,"(d)Water Supply, Electric Power and Communication","Sum",1,{"v":40000,"d":"R40,000"}]
[]
["1.2.3","8.3.3","Other Fixed-Charge Obligations"]
[null,null,"(a) Fixed Obligations","Lump Sum",1]
[]
["1.2.4","8.4.1","Time related Obligations"]
[null,null,"(b) Time Related Obligations","Monthly",4]
[null,null,"(c ) Health and Safety Obligations","Monthly",4]
{"$rows_empty":33}
[{"$nulls":3},"  CARRIED FORWARD"]

{"sheet":"Schedule 2-Roads & Platforms","index":1,"n_rows":102,"n_cols":7,"rows_kept":102,"merged":[[0,2,0,6],[1,2,1,6],[4,2,5,2],[4,3,5,3],[4,4,5,4],[101,3,101,5]]}
[null,null,"CONSTRUCTION OF NEW ZAMDELA (IN-AMELIA) CEMETERY"]
[null,null,"SCHEDULE 2 : ROAD WORKS & BUILDING PLATFORMS"]
[]
[]
[null,"Payment","Description","Unit","Qty","Rate","Amount"]
["Item","Reference",{"$nulls":3},"(R)","(R)"]
[]
["2",null,"SCHEDULE 2: ROAD WORKS"]
[]
["2.1","SABS 1200C","SITE CLEARANCE"]
[]
["2.1.1","8.2.1.","Clear and Grub","m2",{"$f":"50*25","v":1250}]
["2.1.2","8.2.1.","Grass Cutting","m2",{"$f":"53873.54*60%","v":{"v":32324.124,"d":"32324"}}]
[]
["2.2","SABS 1200DM","EARTHWORKS (roads, subgrade)"]
[]
["2.2.1","P.S.2.2.1","(a) Mechanically blend in-situ material to a depth of 250mm","m3",{"$f":"7391*0.25","v":{"v":1847.75,"d":"1848"}}]
[null,"8.3.5","Process Subbase Material by the following processes, as relevant and use in the subbase"]
[null,null,"(b) Heavy grid rolling to a max size of 53mm or two-thirds of the final compacted layer or whichever is smaller","m3",{"$f":"E17","v":{"v":1847.75,"d":"1848"}}]
[null,null,"(c) Stabilization of 150mm layer processed in (b) above 2,5%","m3",{"$f":"E17*0.5","v":{"v":923.875,"d":"924"}}]
[null,"8.3.8","Stabilizing Agent"]
[null,null,"(b) Portland Cement","t",{"$f":"((1920*2.5%*(E20)/1000))*1.15","v":{"v":50.997899999999994,"d":"51"}}]
[]
["2.3","SABS 1200ME","GRAVEL WEARING COURSE"]
["2.3.1","8.3.3","Construct a 150mm layer of gravel wearing course using G5 material compaction to 95% of modified AASHTO density","m3",{"$f":"E20","v":{"v":923.875,"d":"923.88"}}]
[]
["2.4","SABS 1200MJ","SEGMENTED PAVING"]
[]
["2.4.1","8.2.2","Construction of 60mm precast interlocking paving blocks on 20mm bedding and filler sand (material is already available on site)","m2",{"$f":"3070-1408","v":1662}]
[null,null,"Extra over for procuring additional paving blocks","m2",{"$f":"5%*E29","v":{"v":83.10000000000001,"d":"83"}}]
["2.4.2","8.2.3","Extra Over cutting units to fit edge restraints","m",{"$f":"E35+E34","v":505}]
[]
["2.4.3","8.2.1","Provision of edge restraints "]
[null,null,"(a) Fig. 3 Kerbing","m",{"$f":"64+70+237","v":371}]
[null,null,"(b) Fig. 12 Kerbing","m",134]
[]
["2.4.5","8.2.2","Construction of 60mm red brick paving on 20mm bedding and filler sand (for paved walkways excluding paving blocks)","m2",270]
{"$rows_empty":11}
[{"$nulls":4},"Carried Forward"]
[{"$nulls":4},"Brought Forward"]
[]
["2.5","SABS","ANCILLARY ROADWORKS"]
[null,"1200MM"]
[]
["2.5.1","8.3.6","Supply and erect complete:"]
[]
[null,null,"Statutory road traffic signs complete:"]
[]
[null,null,"01) R201-20","No",1]
[]
[null,null,"02) R103 (Command)","No",1]
[]
[null,null,"03)R1 (Stop sign)","No",{"v":1,"d":"1.00"}]
[]
[]
[null,null,"Retro-reflective road marking paint"]
[]
[null,null,"a) Longitudinal lines"]
[null,null,"i) 100 mm wide brocken or unbrocken lines; white, yellow or red","km",{"v":0.2,"d":"0.20"}]
[null,null,"ii) 150 mm wide brocken or unbrocken lines; white, yellow or red","km",{"v":0,"d":"0.00"}]
[]
[null,null,"b) Transverse lines and other markings"]
[]
[null,null,"i) Broken or unbroken lines ; white or yellow","m²",15]
[null,null,"ii) Lettering and symbols, white or yellow, markings","m²",15]
{"$rows_empty":26}
[{"$nulls":3},"  CARRIED FORWARD"]

{"sheet":"Schedule 3-Stormwater","index":2,"n_rows":107,"n_cols":7,"rows_kept":107,"merged":[[0,0,0,6],[1,2,1,6],[5,2,6,2],[5,3,6,3],[5,4,6,4],[106,3,106,5]]}
["CONSTRUCTION OF NEW ZAMDELA (IN-AMELIA) CEMETERY"]
[null,null,"SCHEDULE 3 : STORMWATER"]
[]
[]
[]
[null,"Payment","Description","Unit","Qty","Rate","Amount"]
["Item","Reference",{"$nulls":3},"(R)","(R)"]
[3,null,"SECTION 3: STORMWATER DRAINAGE"]
[]
[3.1,"SABS","PIPE TRENCHES:"]
[null,"1200 DB"]
[null,null,"EXCAVATION"]
[]
["3.1.1","8.3.2(a)","Excavate in all materials for trenches, backfill, compact and  dispose of surplus/unsuitable material,  :"]
[]
[null,null,"For pipe culverts 0,0 -1,5m deep. for pipes (prov)"]
[null,null,"(a) 450mm (0-1.0m)","m",{"$f":"13.24+15.743+9.189","v":{"v":38.172,"d":"38"}}]
[null,null,"(b) 600mm (1-2,0m)","m",{"v":20.48,"d":"20"}]
[null,null,"For pipe culverts '450  mm diam. for depths (prov)"]
[]
[null,null,"For open channel trenches and side drains:","m",{"$f":"54.43+41+14.1+12.37+(4*6.83)+700","v":{"v":849.22,"d":"849"}}]
[null,null,"For subsurface drains 160mm dia for depths between 0-3m:","m",{"$f":"690.11+604.39","v":{"v":1294.5,"d":"1295"}}]
[null,null,"For installation of polythene sheeting aloongside berm for depths up to 2.5m:","m",{"$f":"631*1.2","v":{"v":757.1999999999999,"d":"757"}}]
[]
[]
["3.1.2","8.3.2(b)","Extra-over item 3.1.1 for :"]
[null,null,"(a) Intermediate excavation","m3",{"$f":"60%*E17*1*1","v":{"v":22.9032,"d":"23"}}]
[null,null,"(b) Hard rock excavation","m3",{"$f":"5%*E17*1*1","v":{"v":1.9085999999999999,"d":"2"}}]
[]
["3.1.3","8.3.3","Make up deficiency in backfill material from commercial source","m3",5]
["3.1.4","8.3.5","Excavation and protection of existing services","m",15]
[]
["3.2.","SABS   1200 LB","BEDDING  AND  FILL BLANKET"]
["3.2.1","8.2.1","Provision of bedding (Class B) material from trench excavations"]
[null,null,"01. Selected granular material","m3",0]
[null,null,"02. Selected fill material","m3",0]
[]
["3.2.2","8.2.2.3","Provision of bedding (Class B) material from commercial sources"]
[null,null,"a) Selected granular material","m3",{"$f":"(0.6*1*E23*0.5)+(0.4*1*0.5*E22)","v":486.06}]
[null,null,"b) Selected fill material for use in subsoil drains (G7 or better)","m3",{"$f":"0.6*E22*1","v":776.6999999999999}]
[null,null,"c) Selected 19mm stone for use in sub-soil drains","m3",{"$f":"E22*0.3*0.6*1.1","v":256.311}]
[null,null,"d) Synthetic-fibre filter fabric (Grade A2 or equivalent)","m2",2304]
[null,null,"e) HDPE Liner for Subsurface system along the Berm 0.3mm","m²",{"$f":"(2.5)*E23","v":1892.9999999999998}]
["3.2.3",null,"Stabilised backfilling (including supply of stabilising agent) of roadway trenches where directed by the Engineer, using 4% PBFC","m3",{"$f":"40*0.3","v":12}]
[]
["3.3","SABS 1200LE","PIPES"]
["3.3.1","8.2.1","Supply, handle, lay, bed Class B, concrete pipe  Type Ogee and Class 100D pipes"]
[null,null,"a) 450 mm diameter ","m",{"$f":"E17","v":{"v":38.172,"d":"38"}}]
[null,null,"c) 600 mm diameter ","m",{"$f":"E18","v":{"v":20.48,"d":"20"}}]
[]
[]
[]
[{"$nulls":4},"Carried Forward"]
[{"$nulls":4},"Brought Forward"]
["3.3.2",null,"Pipes in subsoil drainage systems:"]
[null,null,"a) 160mm HDPE slotted subsoil drain pipe (black coupling)","m",{"$f":"E22","v":{"v":1294.5,"d":"1295"}}]
[]
["3.3.3",null,"HEADWALLS: "]
["3.3.4","8.2.7","Supply and lay Concrete Inlets & outlets to culverts "]
[null,null,"a) 450 mm diameter ","No",1]
[null,null,"b) 600 mm diameter","No",2]
[]
["3.3.5","8.2.8","Supply and Install Manholes, Catchpits, and the like"]
[null,null,"a) brick manholes complete with cover slabs"]
[null,null,"b) 0 to 1m","No",0]
[null,null,"c) 2m and above","No",0]
[null,null,"d) Stormwater grid inlet as per drawings, complete with manhole. Depth 0-1m","No",2]
[null,null,"e) 4m long  kerb inlet complete  as per detail drawings","No",1]
[]
["3.3.6",null,"Concrete Outlet Structures, Manhole Boxes, Junction Boxes and cleaning eyes for subsoil drainage systems:"]
[null,null,"(a) Outlet structures (Soakaway  complete with all the earthworks valves and piping complete with infiltrator chamber system 500 litre capacity)","No.",2]
[null,null,"(b) Manhole boxes","No.",{"$f":"11-5","v":6}]
[null,null,"(c) Junction boxes","No.",0]
[null,null,"(d) Cleaning eyes","No.",{"$f":"E56/30","v":{"v":43.15,"d":"43"}}]
[null,null,"Concrete caps for subsoil drains pipes","No.",22]
[null,null,"Test flushing of pipe subsoil drains","No.",11]
[]
["3.4","SABS","CONCRETE KERBING"]
[null,"1200 MK"]
[]
["3.4.1","8.2.7","Trimming of Excavations for Concrete Lined Open Drains"]
[null,null,"(a) In Soft Material","m2",0]
[null,null,"(b) In Intermediate Material","m2",{"$f":"E21*1.2","v":{"v":1019.064,"d":"1019"}}]
[]
["3.4.2","8.2.8","Cast-In-Situ Concrete Lining to Open Drains Class 25/19 Concrete 120mm thick 2m long Panels","m3",{"$f":"((1.2*0.1))*(6.83*4)","v":3.2784}]
[]
[null,null,"Formwork to Cast-In-Situ Concrete Lining Open Drains","m2",{"$f":"E85","v":3.2784}]
[]
[null,null,"Testing of cubels","No",4]
[]
[null,null,"Type 193 fabric reinforcement in concrete surface beds, slabs, etc","m2",{"$f":"E85/0.1","v":32.784}]
{"$rows_empty":15}
[{"$nulls":3},"CARRIED TO SUMMARY"]

{"sheet":"Schedule 4 Water","index":3,"n_rows":102,"n_cols":7,"rows_kept":102,"merged":[[0,2,0,6],[1,2,1,6],[4,0,5,0],[4,1,5,1],[4,2,5,2],[4,3,5,3],[4,4,5,4],[4,5,5,5],[4,6,5,6],[101,2,101,5]]}
[null,null,"CONSTRUCTION OF NEW ZAMDELA (IN-AMELIA) CEMETERY"]
[null,null,"SCHEDULE 4 : WATER NETWORK"]
[]
[]
["Item","Payment Reference","Description","Unit","Qty","Rate (R)","Amount (R)"]
[]
[4,null,"SECTION 4: WATER NETWORK"]
["4.1","SABS 1200DB","EARTHWORKS (PIPE TRENCHES)"]
[]
[null,null,"  EXCAVATION AND BACKFILLING"]
["4.1.1","8.3.2","Excavate in all materials for trenches 0 - 1m  wide,compact backfill, and dispose of surplus and unsuitable material within the freehaul distance "]
[null,null,"a) up to 1,5 m in depth in intermediate excavation","m³",{"$f":"(20*0.6*1)","v":12}]
[]
["4.1.2","8.3.2","Extra-over item 8.3.2(a) for:"]
[null,null,"Identifying existing pipes and establishing connections","m³",50]
[null,"8.3.2","(c) Excavate unsuitable material from trench bottom and dispose within the freehaul distance.","m³",{"$f":"0.1*(E12)","v":1.2000000000000002}]
[null,null,"  "]
["4.2","SABS 1200LB","  BEDDING"]
["4.2.1","8.2.1","  Provision of bedding material from trench excavations"]
[null,null,"1)  Selected granular material","m³",0]
[null,null,"2)  Selected fill material","m³",0]
[]
["4.2.2","8.2.2.1","Provision of bedding material by importation from other necessary excavations (freehaul within the site boundaries)"]
[null,null,"1)  Selected granular material","m³",{"$f":"20*0.15*0.6","v":{"v":1.7999999999999998,"d":"1.80"}}]
[null,null,"2)  Selected fill material","m³",5]
[]
["4.3","SABS 1200L","  PIPEWORK"]
["4.3.1","8.2.1","Supply, handle,lay, joint, bed, test HDPE water supply mains with rubber rings integrally moulded couplings Z-lok to SABS 966 (Part 1)"]
[null,null,"1)   20 mm dia class 16","m",20]
[null,null,"2)   63  mm dia class 16","m",10]
[]
["4.3.2",null," Disinfect all reticulation mains","m",{"$f":"SUM(E29:E31)","v":30}]
[]
["4.3.3","8.2.3","  VALVES"]
[null,null,"Extra-over item 4.7 for the supplying, fixing and bedding of valves. Valves to be anti-clockwise closing non-rising spindle type to SABS 664."]
[null,null,"(a) Class 16 gate valves with caps :"]
[null,null,"plain ending for uPVC pipes to SABS 664"]
[null,null,"1)   20 mm dia ","No.",3]
[null,null,"2)   63  mm dia ","No.",2]
[]
["4.3.4","8.2.13"," b) Valve chambers ","No.",5]
[]
["4.3.5","8.2.4","  FITTINGS AND SPECIALS"]
["4.3.6","8.2.2","Extra-over item 4.7 for the supplying, laying and bedding of specials for use with HDPEpipes complete with Couplings"]
[null,null,"Class 10 uPVC Pressure Bends for:"]
[null,null,"20mm dia. uPVC pipe"]
[null,null,"1)  90 degree bend","No.",6]
[null,null,"2)  45 degree bend","No.",1]
[null,null,"63 mm dia. uPVC pipe"]
[null,null,"1)  90 degree bend","No.",2]
[null,null,"2)  45 degree bend","No.",3]
[]
[]
[]
[{"$nulls":4},"CARRIED FORWARD"]
[{"$nulls":4},"BROUGHT FORWARD"]
[]
["4.3.7",null,"Pressure reducing Valves with Rubber rings for 1600 kPa working pressure"]
[null,null,"Reducers for:"]
[null,null,"1) 110 x 63mm dia.","No.",0]
[null,null,"2) 63 x 20mm dia.","No.",1]
[]
[null,null,"Equal T-Pieces for:"]
[null,null,"1) 20 mm dia. uPVC","No.",3]
[null,null,"2) 60 mm dia. uPVC","No.",3]
[]
[null,null,"End caps / Stop ends for:"]
[null,null,"1) 20 mm dia. uPVC","No.",4]
[]
["4.3.8",null,"FIRE HYDRANT ASSEMBLIES "]
[null,null,"Fire Hydrant to be 63mm hi-efficiency hydrant set complete with flanged spacer (300mm), duck foot bend, hand wheeled RSV valve flanged valve spacer 500mm with HDG bolts and washers full face gasket(klinger) and S specials to be carboline coated 350 microns inside and outside complete with flanged cast iron T","No.",1]
[null,"8.2.4","Hydrant chambers to be built with engineering face brick with DCI Cover and frame","No.",1]
[]
["4.4","SABS 1200 LF","  ERF CONNECTIONS"]
[]
["4.4.1",null,"Saddles"]
[null,null,"Supply and install polypropylene saddles for ERF connections. Saddles to fit the following pipes:"]
[]
[null,null,"02) 63mm dia uPVC Class16 pipe","No",0]
[null,null,"03) 20 mm dia uPVC Class 16 pipe","No",14]
[]
["4.4.2",null,"SUNDRIES"]
[null,null,"(a) 20mm cast iron stand pipe with 15mm heavy duty brassbibtap, 600mm from the NGL. 20mm  cast iron stand pipe to be encased in 1100uPVC pipe , 150mm below NGL and 350mm above NGL, and filled with 15MPa mass concrete","No",11]
[]
["4.4.3","8.2.11","Anchor/Thrust blocks as detailed Grade 15/19 MPa concrete for:"]
[null,null,"Anchor/Trust blocks complete","m³",15]
[]
[null,null,"Supply and install 63mm bulkwater meter","No.",0]
[null,null,"Construction of chamber at connection point","Sum",0]
[]
[null,null,"EXISTING SERVICES"]
[null,null,"a) Services that intersect a trench"]
[null,null,"Water","No.",3]
[null,null,"Sewer","No.",4]
{"$rows_empty":7}
[null,null,"CARRIED FORWARD TO SUMMARY"]

{"sheet":"Schedule 5 Sewer","index":4,"n_rows":106,"n_cols":7,"rows_kept":106,"merged":[[0,2,0,6],[1,2,1,6],[4,0,5,0],[4,1,5,1],[4,2,5,2],[4,3,5,3],[4,4,5,4],[4,5,5,5],[4,6,5,6],[48,0,48,5],[49,0,49,5],[105,0,105,5]]}
[null,null,"CONSTRUCTION OF NEW ZAMDELA (IN-AMELIA) CEMETERY"]
[null,null,"SCHEDULE 5 :SEWER NETWORK"]
[]
[]
["Item","Payment Reference","Description","Unit","Qty","Rate (R)","Amount (R)"]
[]
[{"v":5,"d":"5.0"},null,"  SEWER NETWORK"]
[null,null,"  EARTHWORKS : SEWER PIPE TRENCHES"]
[]
["5.1","SABS 1200 DB","  EXCAVATION AND BACKFILLING"]
["5.1.1","8.3.2(a)","Excavate in all materials, backfill, compact and dispose  of surplus and unsuitable materials, within the freehaul  distance, for trenches less than 1,0 m wide"]
[null,null,"(a)  0,0 to 1,0 m","m3",{"$f":"151*0.6*1","v":{"v":90.6,"d":"91"}}]
[]
["5.1.2","8.3.2.(b)","  Extra over items 8.3.2(a) for :"]
["5.1.3","8.3.2(c)","  Excavate unsuitable material from the trench bottom and dispose of within the freehaul distance","m³",5]
[]
[null,null,"PARTICULAR ITEMS"]
["5.1.4","8.3.4 a","Shore trench opposite structure or service","m",20]
[]
[null,null,"  EXCAVATION ANCILLARIES"]
["5.1.5","8.3.3.3","Additional compaction to 93% mod AASHTO density in  road reserves","m³",{"$f":"20*0.3*1","v":6}]
[]
["5.2","SABS 1200 LB","  BEDDING"]
["5.2.1","8.2.1","(a) Provision of bedding material from trench excavations selected granular material","m³",0]
[null,null,"(b) Selected fill material","m³",0]
[]
["5.2.2","8.2.2.1","Provision of bedding material by importation from other necessary excavations (freehaul within the site boundaries)"]
[null,null,"(a) Selected granular material","m³",{"$f":"0.05*0.6*140","v":{"v":4.2,"d":"4"}}]
[null,null,"(b) Selected fill material","m³",{"$f":"E28","v":{"v":4.2,"d":"4"}}]
[]
["5.3","SABS 1200 LD","  PIPEWORK"]
["5.3.1","8.2.1","Supply, lay, joint, bed and test uPVC Heavy Duty Class 40 pipes"]
[null,null,"(b) 110 mm dia","m",151]
[]
["5.3.2","8.2.3","  MANHOLES"]
[null,null,"Precast concrete chambers 1250mm diameter complete with step irons and heavy duty Type DCI cover and frame as per drawings. All benching to have topping with dolomitic aggregate CAC cement. All channels to be vitro with chamber rings to be bit sealed in joints and taped outside"]
["5.3.2.1",null,"(c) deeper than 0.9 m but not deeper than 1.2 m","No",2]
[]
["5.3.3",null,"RODDING EYES"]
[null,null,"Supply and install sewer rodding eyes complete as per detail drawings for depths with lamphole cover and frame"]
[null,null,"(a)up to 1.5 m in depth","No",8]
[null,null,"(b)deeper than 1.5 m but not deeper than 3.0 m","No",0]
[null,null,"(c)deeper than 3.0 m but not deeper than 5,0 m","No",0]
[]
[]
[]
[]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
[]
["5.3.4",null,"CONNECT TO EXISTING"]
[null,null,"(a)Break into existing manhole and connect new 110mm sewer pipe complete","No",1]
[]
["5.3.5","8.2.6"," ERF CONNECTIONS"]
[null,null,"Excavate by hand and expose existing house connections extend the existing sewer house connection with new with new 110 uPVC pipe and connect to new 110mm uPVC pipe. Complete, including material, labour fordepth of:"]
[null,null,"(a) up to 1,0 m in depth","m",5]
[null,null,"(b) deeper than 1,0 m but not deeper than 1,5m","m",0]
[]
["5.3.6",null,"  SUNDRIES"]
[null,"8.2.7","  Encasing pipes in class 20/19 concrete","m³",1]
{"$rows_empty":44}
["CARRIED TO SUMMARY"]

{"sheet":"Schedule 6 Buildings","index":5,"n_rows":723,"n_cols":7,"rows_kept":723,"merged":[[0,2,0,6],[1,2,1,6],[4,2,5,2],[4,3,5,3],[4,4,5,4],[41,0,41,5],[42,0,42,5],[94,0,94,5],[95,0,95,5],[143,0,143,5],[144,0,144,5],[194,0,194,5],[195,0,195,5],[236,0,236,5],[237,0,237,5],[277,0,277,5],[278,0,278,5],[311,0,311,5],[312,0,312,5],[352,0,352,5],[353,0,353,5],[402,0,402,5],[403,0,403,5],[431,0,431,5],[432,0,432,5],[475,0,475,5],[476,0,476,5],[509,0,509,5],[510,0,510,5],[552,0,552,5],[553,0,553,5],[594,0,594,5],[595,0,595,5],[640,0,640,5],[641,0,641,5],[690,0,690,5],[691,0,691,5],[722,0,722,5]]}
[null,null,"CONSTRUCTION OF NEW ZAMDELA (IN-AMELIA) CEMETERY"]
[null,null,"SCHEDULE 6 :BUILDINGS"]
[]
[]
[null,"Payment","Description","Unit","Qty","Rate","Amount"]
["Item","Ref",{"$nulls":3},"(R)","(R)"]
["6.1",null,"BILL NO 6.1","H1"]
[]
[null,null,"CONCRETE, FORMWORK AND REINFORCEMENT","H2"]
[]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
[]
[null,null,"SUPPLEMENTARY PREAMBLES","H3"]
[]
[null,null,"Cost of tests","H4"]
[]
[null,null,"The costs of making, storing and testing of concrete test cubes as required under clause 7 \"Tests\" of SANS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting report s on the tests to the architect. The testing shall be undertaken by an independent firm or institution nominated by the contractor and to the approval of the architect. (Test cubes are measured separately)"]
[]
[null,null,"Formwork","H4"]
[null,null,"Descriptions of formwork shall be deemed to include use and waste only (except where described as \"left in\" or \"permanent\"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself."]
[]
[null,null,"Formwork to soffits of (solid) slabs etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described"]
[]
[null,null,"UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES","H3"]
[]
[null,null,"UNREINFORCED CONCRETE","H3"]
[]
[null,null,"20Mpa/20mm concrete","H4"]
[]
["6.1.1",null,"Surface beds on waterproofing including thickening","m3",0]
["6.1.2",null,"Ramps","m3",{"v":0.4,"d":"0.40"}]
[]
[null,null,"REINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES","H3"]
[null,null,"25MPa/20mm concrete","H4"]
["6.1.3",null,"Strip footings","m3",0]
["6.1.4",null,"Bases","m3",3]
[]
[]
[]
[]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
[null,null,"REINFORCED CONCRETE","H3"]
[]
[null,null,"25MPa/20mm concrete","H4"]
[]
["6.1.5",null,"Slabs, including beams and inverted beams","m3",3]
[]
[null,null,"TEST CUBES","H3"]
[]
["6.1.6",null,"Making and testing 150 x 150 x 150mm concrete strength test cubes (Provisional)","No.",5]
[]
[null,null,"CONCRETE SUNDRIES","H3"]
[]
[null,null,"Finishing top surfaces of concrete smooth with a wood float/steel trowel","H4"]
[]
[null,null,"Rough formwork to soffits","H4"]
[]
["6.1.7",null,"Slabs propped up exceeding 3.5m and not exceeding 5m high ","m2",17]
["6.1.8",null,"Edges, risers, ends and reveals not exceeding 300mm high or wide","m",29]
[]
[null,null,"MOVEMENT JOINTS ETC","H3"]
[]
[null,null,"Expansion joints with softboard between vertical concrete and brick surfaces","H4"]
[]
["6.1.9",null,"10mm Joints not exceeding 300mm high along edges of surface beds","m",240]
[]
[null,null,"REINFORCEMENT (PROVISIONAL)","H3"]
[]
["6.1.10",null,"Mild steel bar reinforcement ","kg",0]
["6.1.11",null,"High tensile steel bar reinforcement ","kg",{"$f":"80%*1422","v":{"v":1137.6000000000001,"d":"1138"}}]
[]
[null,null,"Fabric reinforcement","H4"]
[]
["6.1.12",null,"Type 193 fabric reinforcement in concrete surface beds, slabs, etc","m2",{"$f":"50%*136","v":68}]
{"$rows_empty":18}
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
["6.2",null,"BILL NO 6.2","H1"]
[]
[null,null,"MASONRY ","H2"]
[]
[null,null,"Tenderers are referred to the  \"General Preambles for Trades\" 2017 Edition"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES","H3"]
[]
[null,null,"BRICKWORK","H4"]
[]
[null,null,"Sizes in descriptions","H4"]
[]
[null,null,"Where sizes in descriptions are given in brick units, \"one brick\" shall represent the length and \"half brick\" the width of a brick"]
[]
[null,null,"Pointing","H4"]
[]
[null,null,"Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc"]
[]
[null,null,"Face bricks ","H4"]
[]
[null,null,"Bricks shall be ordered timeously to obtain uniformity in size and colour"]
[]
[null,null,"SAMPLES","H4"]
[]
[null,null,"Samples of all masonry building units, shall consist of a minimum of 6 units"]
[]
[null,null,"PAVINGS","H4"]
[]
[null,null,"Jointing of pavings","H4"]
[]
[null,null,"Pavings, etc, shall, except for crazy paving, be laid with continuous joints in both directions"]
[]
[null,null,"FOUNDATIONS","H3"]
[]
[null,null,"Brickwork of NFX bricks (14 MPa nominal compressive strength) in class I mortar","H4"]
[]
["6.2.1",null,"110mm Walls","m2",0]
["6.2.2",null,"220mm Walls","m2",0]
[]
[null,null,"SUPERSTRUCTURE (Exclude cost of Bricks)","H3"]
[null,null,"Maize Travertine FBX and Titamium Satin FBX","H4"]
["6.2.3",null,"115mm Walls","m2",{"$f":"(111-62)*1.3","v":{"v":63.7,"d":"64"}}]
["6.2.4",null,"115mm Walls in beam filling","m2",12]
["6.2.5",null,"230mm Walls","m2",{"$f":"(429-244)*1.3","v":{"v":240.5,"d":"241"}}]
["6.2.6",null,"230mm Walls (perforated brick)","m2",40]
[]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
[null,null,"BRICKWORK SUNDRIES","H3"]
[]
[null,null,"Brickwork reinforcement","H4"]
[]
["6.2.7",null,"75mm Wide reinforcement built in horizontally","m",1047]
[]
["6.2.8",null,"150mm Wide reinforcement built in horizontally","m",2197]
[]
[null,null,"Prestressed fabricated lintels ","H4"]
[]
["6.2.9",null,"110 x 70mm Lintels in lengths not exceeding 3m","m",153]
[]
[null,null,"Turning pieces","H4"]
[]
["6.2.10",null,"110mm Wide turning pieces to lintels","m",41]
[]
[null,null,"Galvanised wire ties etc","H4"]
[]
["6.2.11",null,"4mm Diameter roof tie 2m girth bent double with one end fixed to timber and other end built into brickwork","No",88]
[]
[null,null,"BRICKS","H2"]
[null,null,"Face bricks pointed with recessed horizontal and vertical joints "]
[{"$nulls":3},"H3"]
["6.2.12",null,"Extra over for bricks (Titanium Satin FBX)","m2",{"$f":"(209-115)*20%","v":{"v":18.8,"d":"19"}}]
["6.2.13",null,"Extra over for bricks (Titanium Satin FBX)","m2",{"$f":"(220-129)*20%","v":{"v":18.2,"d":"18"}}]
[]
["6.3",null,"BILL NO 6.3","H1"]
[]
[null,null," WATERPROOFING ","H2"]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
[]
[null,null,"DAMPPROOFING OF WALLS AND FLOORS","H3"]
[null,null,"One layer of 375 micron \"Plastall Gundle Brikgrip DPC\" embossed damp proof course","H4"]
[]
["6.3.1",null,"In walls","m2",2]
[null,null,"One layer of 250 micron \"Plastall Gundle Gunplas USB Green\" waterproof sheeting sealed at laps with \"Gunplas Pressure Sensitive Tape\"","H4"]
[]
["6.3.2",null,"Under surface beds","m2",3]
[]
[null,null,"WATERPROOFING TO ROOFS, BASEMENTS, ETC","H2"]
[null,null," 4mm Torch-on polyester based sheeting","H4"]
[]
["6.3.3",null,"Flat roofs","m2",4]
[]
["6.3.4",null,"Turn-ups and turn-downs exceeding 300mm high","m2",3]
[]
[null,null,"WATERPROOFING PROTECTION","H2"]
[null,null,"Two coats protective aluminium paint","m2",4]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
["6.3.5",null,"Roofs"]
[]
[null,null,"JOINT SEALANTS ETC","H3"]
[null,null,"Two-part grey polysulphide sealing compound, including backing cord, bond breaker, primer, etc","H4"]
[]
["6.3.6",null,"10 x 10mm In joints in vertical surfaces, including raking out joint filler as necessary ","m",159]
[]
["6.4",null,"BILL NO 6.4","H1"]
[]
[null,null,"ROOF COVERINGS ETC ","H2"]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
[]
[null,null,"SUPPLEMENTARY PREAMBLES","H3"]
[]
[null,null,"Straight cutting","H4"]
[]
[null,null,"Descriptions of all roof coverings are deemed to include for all straight cutting"]
[]
[null,null,"PROFILED METAL SHEETING AND ACCESSORIES","H2"]
[]
[null,null,"0.58mm IBR profile galvanised steel troughed sheeting with \"Chromadek\"  finish on one side, in single lengths fixed to timber purlins or rails and 0.8mm galvanised steel accessories with \"Chromadek\" finish on one side","H4"]
[]
["6.4.1",null,"Roof coverings with pitches not exceeding 25 degrees","m2",217]
[]
["6.4.2",null,"Side claddings","m2",73]
[]
["6.4.3",null,"Side wall flashings 308mm girth","m",20]
[]
["6.4.4",null,"Ridge cappings 462mm girth","m",15]
[]
[null,null,"ROOF AND WALL INSULATION","H3"]
[]
[null,null,"Isoboard high density rigid extruded polystyrene closed cell insulation boards with brown paper and polyethylene laminate slip sheet factory applied to upper surface, with tongue and groove joints","H4"]
[]
["6.4.5",null," 25mm Insulation boards in 0.60m widths laid over purlins (at approximately 760mm centres) and fixed concurrent with roof covering, including holes through boards, nylon supporting straining wires, etc","m2",122]
[]
["6.5",null,"BILL NO 6.5","H1"]
[null,null,"CARPENTRY AND JOINERY ","H2"]
[null,null,"SUPPLEMENTARY PREAMBLES","H3"]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
[null,null,"Joinery","H4"]
[]
[null,null,"Descriptions of frames shall be deemed to include frames, transomes, mullions, rails, etc"]
[]
[null,null,"ROOFS, ETC","H3"]
[null,null,"ROOF CONSTRUCTION ","H2"]
[]
[null,null,"The following in plate-nailed SA pine grade 6 pre-fabricated timber trusses at 760mm centres, designed, supplied, delivered and erected complete including jack trusses, rafters, permanent and temporary bracing, necessary brackets, purlins, wall plates, etc","H3"]
[null,null,"Plate nailed timber roof truss construction","H4"]
[]
["6.5.1",null,"Mono-pitch roof truss, approximately 9900 x 1994mm high overall with 400mm eaves projection on one side and 1994mm on the other side including wall plates, bracings and purlins at 1.20m centres for roof coverings","Item",1]
[]
["6.5.2",null,"Mono-pitch roof truss, approximately 9900 x 1100mm high overall with 400mm eaves projection on one side and 1100mm on the other side including wall plates, bracings and purlins at 1.20m centres for roof coverings ","Item",1]
[]
["6.5.3",null,"Mono-pitch triangular roof truss, approximately 12150 x 1100mm high overall with 400mm eaves projection on one side and 1100mm on the other side including wall plates, bracings and purlins at 1.20m centres for roof coverings ","Item",1]
[]
[null,null,"EAVES, VERGES, ETC","H2"]
[]
[null,null,"Nutec\" medium density plain sheets","H4"]
[]
["6.5.4",null,"12 x 225mm Fascias and barge boards, including H-profile plastic jointing strips","m",63]
[]
[null,null,"SKIRTINGS","H3"]
["6.5.5",null,"70x19mm Meranti skirting with 19mm Meranti quarter round","m",220]
[null,null,"DOORS, ETC","H3"]
[]
[null,null,"Solid core flush panel door with hardboard on both sides hung to steel frames","H4"]
[]
["6.5.6",null,"44mm Door 813 x 2032mm high (Type B)","No",19]
[]
[null,null,"Solid meranti flush panel door with 300mm high protection plate hung to steel frames ","H4"]
[]
["6.5.7",null,"44mm Door 820 x 2100mm high (Type C)","No",1]
[]
[null,null," Wrought meranti slatted doors","H4"]
[]
["6.5.8",null,"44mm Horizontal slatted door 813 x 2032mm high (Type A)","No",7]
[]
["6.5.9",null,"44mm Horizontal slatted door 813 x 2032mm high (Type D)","No",3]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
["6.6",null,"BILL NO 6.6","H1"]
[]
[null,null,"CEILINGS, PARTITIONS AND ACCESS FLOORING ","H2"]
[]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
[]
[null,null,"SUPPLEMENTARY PREAMBLES","H3"]
[null,null,"Descriptions","H4"]
[null,null,"Items described as \"nailed\" shall be deemed to be fixed with hardened steel nails or pins or shot pinned to brickwork or concrete"]
[]
[null,null,"Items described as \"plugged\" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres, and where described as \"bolted\", the bolts are measured elsewhere"]
[]
[null,null,"NAILED UP CEILINGS","H3"]
[null,null,"12mm Tongued and grooved wrought softwood boarding in 90mm widths","H4"]
[]
["6.6.1",null,"Ceilings to be Isoboard high density 32-36kg/m rigid extruded polystrene 100% closed cell insulation ceiling formd of 25mm thick x600mm wide tongue and groove boards, with IsoPine finish, laid horizontaally over trusses and secured with timberfix screws through 38x38mm S.A Pine timber purlins/battens","m2",122]
[]
["6.6.2",null,"Extra over ceilings for 600 x 600mm trap door of 44 x 44mm wrought softwood rebated framing with one 38 x 38mm sawn softwood cross brander covered with ceiling board and fitted flush in opening","No",2]
[]
[null,null,"Plasterboard cornices","H4"]
[]
["6.6.3",null,"75mm Coved cornices, nailed","m",273]
[]
["6.7",null,"BILL NO 6.7","H1"]
[]
[null,null,"IRONMONGERY ","H2"]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
[]
[null,null,"SUPPLEMENTARY PREAMBLES","H3"]
[null,null,"Finishes to ironmongery","H4"]
[null,null,"Where applicable finishes to ironmongery are indicated by suffixes in accordance with the following list: BS Satin bronze lacquered CH Chromium plated, SC Satin chromium plated, SE Silver enamelled, GE Grey enamelled, AS Anodised silver, AB Anodised bronze, AG Anodised gold, ABL Anodised black, PB Polished brass, PL Polished and lacquered, PT Epoxy coated, SD Sanded"]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
[null,null,"SUNDRIES","H3"]
[]
[null,null,"Solid","H4"]
[]
["6.7.1",null,"255/E41 door stop, plugged","No",32]
[]
["6.8",null,"BILL NO 6.8","H1"]
[]
[null,null,"METALWORK ","H2"]
[]
[null,null,"SUPPLEMENTARY PREAMBLES","H3"]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
[]
[null,null,"PRESSED STEEL DOOR FRAMES","H3"]
[]
[null,null,"1,3mm Double rebated frames suitable for half brick walls","H4"]
[]
["6.8.1",null,"Frame for door 813 x 2032mm high (Type B)","No",19]
[]
["6.8.2",null,"Frame for door 813 x 2032mm high (Type A)","No",5]
[]
[null,null,"1,3mm Double rebated frames suitable for one brick walls","H4"]
[]
["6.8.3",null,"Frame for door 813 x 2032mm high (Type A)","No",2]
[]
["6.8.4",null,"Frame for door 813 x 2032mm high (Type D)","No",3]
[]
["6.8.5",null,"Frame for door 820 x 2100mm high (Type C paraplegic)","No",1]
[]
[null,null,"ALUMINIUM WINDOWS, DOORS, SHOPFRONTS, ETC","H3"]
[]
[null,null,"AAAMSA guide","H4"]
[]
[null,null,"Windows, doors, etc shall comply with and meet the minimum recommended performance requirements as set out in the General Specification for Architectural Aluminium and Glass Products (Fourth Edition) as published by the Association of Architectural Aluminium Manufacturers of South Africa (AAAMSA)  In the event of any discrepancy between the AAAMSA guide and the project specification as set out on the drawings issued, requirements of the project specification will take preference"]
[]
[null,null,"Glass","H4"]
[]
[null,null,"Glazing to be in accordance with window and door schedules. Glazing to be with patent rubber gaskets with glazing beads and complying with BS 952.  Where glazing thickness is not stated on these schedules, glass thicknesses are to comply with AAAMSA requirements.  Safety glass shall comply with SABS 1263. The National Building Regulations shall be observed with regard to the utilisation of safety glass"]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
[null,null,"Drawings"]
[null,null,"Reference is to be made to the drawings issued together with this document and referred to in descriptions. Any uncertainty as to requirements must be clarified with the principal agent .The tenderer shall supply workshop drawings to be approved by the principal agent before manufacture."]
[]
[null,null,"Measurements","H4"]
[]
[null,null,"Measurements for all shopfronts, windows, doors, etc are to be taken on site prior to manufacture"]
[]
[null,null,"Frames","H4"]
[]
[null,null,"Tenderers shall qualify the use of subframes for building purposes ie. tubular metal/timber"]
[]
[null,null,"Sealants","H4"]
[]
[null,null,"Silicone sealants are to be allowed at frame/plaster junctions"]
[]
[null,null,"ALUMINIUM FOLDING DOORS","H3"]
[]
[null,null,"Purpose made powder coated aluminium swing doors glazed with 8mm safety glass","H4"]
[]
["6.8.6",null,"Single swing door size overall 1600 x 2100mm high (D28)","No",1]
[]
[null,null,"WINDOWS","H3"]
[]
[null,null,"Natural anodised aluminium windows glazed with 4mm \"ClearVue\" glass","H4"]
["6.8.7",null,"Window type A 600 x 900mm high","No",22]
[]
["6.8.8",null,"Window type B 1500 x 600mm high","No",3]
[]
["6.8.9",null,"Window type C 2100 x 600mm high","No",2]
[]
["6.8.10",null,"Window type D 900 x 900mm high","No",1]
[]
["6.8.11",null,"Window type E 1200 x 1800mm high","No",1]
[]
["6.8.12",null,"Window type F 1800 x 1800mm high","No",3]
[]
["6.8.13",null,"Window type G 600 x 1800mm high","No",2]
[]
["6.8.14",null,"Window type H 2400 x 1800mm high","No",1]
[]
["6.8.15",null,"Window type I 1600 x 1700mm high","No",2]
[]
["6.8.16",null,"Window type J 1500 x 900mm high","No",1]
[]
["6.8.17",null,"Window type K 1500 x 900mm high","No",1]
[]
["6.8.18",null,"Window type L 1200 x 900mm high","No",2]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
["6.9",null,"BILL NO 6.9","H1"]
[]
[null,null,"PLASTERING ","H2"]
[]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
[]
[null,null,"SUPPLEMENTARY PREAMBLES","H3"]
[]
[null,null,"GRANOLITHIC","H4"]
[]
[null,null,"Method","H4"]
[]
[null,null,"The method to be used shall be either the monolithic or bonded method"]
[]
[null,null,"Preparation","H4"]
[]
[null,null,"For granolithic applied monolithically, the concrete floor shall be swept clean after bleeding of the concrete has ceased and the slab has begun to stiffen; any remaining bleed water shall be removed and the granolithic shall then be applied immediately afterwards.  For granolithic to be bonded to the floor slab after it has hardened, the slab surface shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of all loose matter.   The slabs hall then be wetted and kept damp for at least six hours before applying the finish"]
[]
[null,null,"Mix","H4"]
[null,null,"Granolithic shall attain a compressive strength of at least 41MPa.  The coarse aggregate shall comply with SABS 1083 and be capable of passing a 10mm mesh sieve.   Where the thickness of the granolithic exceeds 25mm, the size of the coarse aggregate shall be increased to the maximum size compatible with the thickness of the granolithic"]
[]
[null,null,"Panels","H4"]
[null,null,"Granolithic shall be laid in panels not exceeding 14m2 for granolithic finishes, not exceeding 9,5m2 for bonded finishes and not exceeding 6m2 for all external granolithic.  Wherever possible, panels shall be square but at no time should the length of the panel exceed 1,5 times its width.  Joints between panels shall be positioned, where possible, over joints in the floor slab and shall be at least 3mm wide through the full thickness of the finish, separated by strips of wood or fibreboard and finished with small V-joints"]
[]
[null,null,"Laying","H4"]
[null,null,"Monolithic granolithic shall be applied to the partially set slab and thoroughly compacted and lightly wood floated to the required levels"]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
[null,null,"Bonded granolithic shall be applied to the slab after applying a 1:1 sand and cement slurry brushed over the surface and allowed to partially set before applying the granolithic, thoroughly compacted and lightly wood floated to the required levels"]
[]
[null,null,"After wood floating, the monolithic and bonded granolithic shall remain undisturbed until bleeding has ceased and the surface has stiffened, any remaining bleed water and laitance shall then be removed and the surface steel trowelled or power floated "]
[]
[null,null,"Curing, seasoning and protection","H4"]
[null,null,"Granolithic shall be covered with clean hessian with waterproof building foil over and kept wet for at least seven days after laying"]
[]
[null,null,"Colour","H4"]
[]
[null,null,"Coloured granolithic shall be tinted with an approved colouring pigment mixed into a true and even colour"]
[]
[null,null,"SCREEDS","H3"]
[]
[null,null,"Screeds on concrete","H4"]
[]
["6.9.1",null,"30mm Thick on floors and landings","m2",131]
[]
[null,null,"Untinted granolithic on concrete (degree of accuracy grade I)"]
[{"$nulls":3},"H4"]
["6.9.2",null,"Average 25mm thick on roofs to falls","m2",4]
[]
[null,null,"INTERNAL PLASTER","H3"]
[]
[null,null,"Cement plaster on brickwork","H4"]
[]
["6.9.3",null,"On walls","m2",200]
[]
["6.9.4",null,"On narrow widths","m2",20]
[]
[null,null,"Cement plaster class II on concrete","H4"]
[]
["6.9.5",null,"Ceilings","m2",12]
[]
[null,null,"EXTERNAL PLASTER","H2"]
[]
[null,null,"Cemplaster coloured fibre reinforced plaster as architect's specification","H4"]
[]
["6.9.6",null,"Walls","m2",3]
["6.10",null,"BILL NO 6.10","H1"]
[]
[null,null,"TILING ","H2"]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
[null,null,"SUPPLEMENTARY PREAMBLES","H3"]
[]
[null,null,"Descriptions","H4"]
[null,null,"Unless described as \"fixed with adhesive to plaster (plaster elsewhere)\" descriptions of tiling on brick or concrete walls, columns, etc shall be deemed to include 1:4 cement plaster backing and descriptions of tiling on concrete floors etc shall be deemed to include 1:3 plaster bedding"]
[]
[null,null,"WALL TILING","H3"]
[null,null,"Wall tiles (PC R150.00 excluding VAT) fixed with adhesive to plaster (plaster elsewhere)","H4"]
[]
["6.10.1",null,"On splashbacks","m2",11]
[]
["6.11",null,"BILL NO 6.11","H1"]
[]
[null,null,"PLUMBING AND DRAINAGE(PROVISIONAL)","H2"]
[]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
[]
[null,null,"SUPPLEMENTARY PREAMBLES","H3"]
[]
[null,null,"General","H4"]
[]
[null,null,"Descriptions of pipes laid in and including trenches and of inspection chambers, catchpits, etc shall be deemed to include excavation, bedding, backfilling, compaction to a minimum of 93% Modified AASHTO density and disposal of surplus material on site"]
[]
[null,null,"Descriptions of copper service pipes and flexible connecting pipes shall be deemed to include connections to taps, cisterns, etc and to steel pipes"]
[]
[null,null,"Descriptions of wc pans, slop hoppers, etc shall be deemed to include for joints to soil pipes (pan connectors separately measured)"]
[]
[null,null,"SOIL DRAINAGE","H3"]
["6.11.1",null,"Soil drainage including all necessary pipework approximately 40m, fittings, etc two gulley; to connect to existing sewer line all complete to municipal requirements-Ablutions","Item",1]
[]
["6.11.2",null,"Soil drainage including all necessary pipework approximately 20m, fittings, etc one gulley; to connect to existing sewer line all complete to municipal requirements-Guard house","Item",1]
["6.11.3",null,"Soil drainage including all necessary pipework approximately 40m, fittings, etc two gulley; to connect to existing sewer line all complete to municipal requirements-Administrations","Item",1]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
[null,null,"RAINWATER DISPOSAL","H2"]
[]
[null,null,"0.5mm Thick factory pre painted steel sheet iron","H4"]
[]
["6.11.4",null,"280mm Box gutters with 10mm thick welded plate brackets","m",44]
[]
["6.11.5",null,"Extra over for stopped end","No",6]
[]
["6.11.6",null,"Extra over for outlet for 80mm diameter pipe","No",6]
[]
["6.11.7",null,"80mm Diameter rainwater pipes","m",29]
[]
["6.11.8",null,"Extra over for bend","No",6]
[]
["6.11.9",null,"Extra over for shoe","No",6]
[]
["6.11.10",null,"Extra over for eaves or plinth offset","No",6]
[]
[null,null,"SANITARY FITTINGS, TAPS, ETC","H3"]
[]
[null,null,"Vaal","H4"]
[]
["6.11.11",null,"Wash hand basin (PC R1000.00 excluding VAT), including CP waste union, waste plug, chain and \"Flexitrap\", one basin mixer tap (PC R2,800.00 excluding VAT) and necessary waste and water piping","No",15]
[]
["6.11.12",null,"Disabled wash hand basin 0.61 x 0.46m wide installed,  complete including taps, traps, angle valves, waste unions, etc  (Allow a PC sum of  R2 500.00 each supplied and delivered to site) ","No",1]
[]
["6.11.13",null,"WC pan and matching seat (PC R3,000.00 excluding VAT), including service pipe, \"Ballostop\", pan connector and necessary waste and water piping","No",19]
[]
["6.11.14",null,"Paraplegic suite comprising washdown pan installed, complete including flush valve, pan connector, etc  (Allow a PC sum of  R2 800.00 each supplied and delivered to site) ","No",1]
[]
["6.11.15",null,"Back inlet wall hung bowl urinal and vitreous china urinal, complete including flush master, waste unions, etc (Allow a PC sum of R3 300.00 each supplied and delivered to site)  ","No",5]
[]
["6.11.16",null,"Single end bowl sink 1.20 x 0.50m wide installed, complete including waste unions, traps, mixer etc (Allow a PC sum of    R2 700.00 each supplied and delivered to site)  ","No",1]
[]
[null,null,"ELECTRIC HOT WATER CYLINDERS","H4"]
[]
["6.11.17",null,"100 Litre 400 kPa horizontal solar hot water cylinder bolted to wall","No",1]
[]
[]
[]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
[null,null,"SANITARY PLUMBING","H3"]
[]
["6.11.18",null,"Sanitary plumbing including all pipework, fittings, etc to connect  20 wc's, 16 wash hand basins, 5 urinals, 1 sink all to municipal requirements","Item",1]
[]
[null,null,"WATER SUPPLIES","H3"]
[]
["6.11.19",null,"Water supplies including all necessary pipework approximately 40m underground, two stand pipes, etc to connect to existing water supply complete to municipal requirements","Item",1]
[]
["6.11.20",null,"Hot and cold water supply including all pipework, stop valves, strainers, fittings, etc to connect 20 no wc's, 16 wash hand basins, 5 no urinals, 1 sink and two geysers, all to municipal requirements","Item",1]
[]
[null,null,"TESTING","H3"]
[]
["6.11.21",null,"Testing plumbing installation","Item",1]
[]
["6.12",null,"BILL NO 6.12","H1"]
[]
[null,null,"GLAZING ","H2"]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
[]
[null,null,"GLASS TOPS, SHELVES, DOORS, MIRRORS, ETC","H2"]
[]
[null,null,"6mm Thick silver mirrors with 25mm bevelled and polished edges holed for and fixed approved double sided adhesive tape","H4"]
[]
["6.12.1",null,"Mirror 500mm wide  x 800mm high with four screws,","No",17]
[]
["6.13",null,"BILL NO 6.13","H1"]
[null,null,"PAINTWORK ","H2"]
[null,null,"Tenderers are referred to the \"General Preambles for Trades\" 2017 Edition, published by the Association of South African Quantity Surveyors (ASAQS)."]
[]
[null,null,"SUPPLEMENTARY PREAMBLES","H3"]
[]
[null,null,"Descriptions","H4"]
[]
[null,null,"Descriptions of paintwork shall be deemed to include for all cutting in"]
[]
[null,null,"PAINTWORK, ETC TO NEW WORK ON","H3"]
[]
[null,null,"FLOATED PLASTER SURFACES WITH","H3"]
[null,null,"One coat alkali resistant plaster primer and two coats PVA acrylic emulsion paint on","H4"]
[]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
["6.13.1",null,"Internal walls","m2",739]
["6.13.2",null,"Ceilings","m2",12]
[null,null,"TIMBER CEILINGS SURFACES WITH","H3"]
[null,null,"Three coats woodcare clear wood preservative on","H4"]
[]
["6.13.3",null,"Ceilings and cornices","m2",122]
[]
[null,null,"FIBRE-CEMENT SURFACES WITH","H3"]
[null,null,"Two coats pure acrylic paint on","H4"]
["6.13.4",null,"Fascias and barge boards not exceeding 300mm girth","m",63]
[]
[null,null,"METAL SURFACES WITH","H3"]
[null,null,"Spot priming defects in pre-primed surfaces with zinc phosphate metal primer, one coat universal undercoat and two coats super universal enamel paint on steel","H4"]
[]
["6.13.5",null,"Door frames","m2",43]
[]
[null,null,"Prepare and apply two coats bitumen paint on","H4"]
[]
["6.13.6",null,"Inside of 280mm box gutter before fixing ","m",44]
[]
["6.13.7",null,"80mm Galvanised sheet iron down pipes before fixing ","m",29]
[]
[null,null,"PAINT ON WOOD ","H3"]
[null,null,"Three coats polyurethane suede varnish on","H4"]
[]
["6.13.8",null,"Doors","m2",97]
["6.14",null,"BILL NO 6.14","H1"]
[null,null,"PROVISIONAL AMOUNTS","H2"]
[null,null,"SUNDRY BUILDING WORK","H3"]
[]
[null,null,"Sundry building work","H4"]
["6.14.1",null,"Provide the sum of R30 000,00 (Thirty thousand Rand) for sundry building work","Item",1,{"v":30000,"d":"R30,000"},{"$f":"E628*F628","v":{"v":30000,"d":"R30,000"}}]
[]
[null,null,"Ironmongery ","H4"]
["6.14.2",null,"Provide the sum of R20 000,00 (Twenty thousand Rand) for the supply and installation of all ironmongery ","Item",1,{"v":20000,"d":"R20,000"},{"$f":"E631*F631","v":{"v":20000,"d":"R20,000"}}]
[]
[null,null,"PROVISIONAL SUMS","H3"]
[null,null,"Mechanical installation","H4"]
["6.14.3",null,"Provide the sum of R40 000,00 (Fourty thousand Rand) for the supply and installation of the mechanical installation ","Item",1,{"v":40000,"d":"R40,000"},{"$f":"E635*F635","v":{"v":40000,"d":"R40,000"}}]
[null,null,"Provide the sum of R40 000,00 (Fourty thousand Rand) for the supply and installation of fire hose reel, signs, and hydrants specified by a specialist.","Item",1,{"v":40000,"d":"R40,000"},{"$f":"E636*F636","v":{"v":40000,"d":"R40,000"}}]
["6.14.4",null,"Profit and attendance","Item",1]
[]
[null,null,"Electrical installation","H4"]
["6.14.5",null,"Provide the sum of R225 000,00 (One Hundred thousand Rand) for the supply and installation, specification of the electrical installation complete with issuance of a COC and applications to the Municipality for Connection and complying with all the provisions thereof...","Item",1,{"v":225000,"d":"R225,000"},{"$f":"E640*F640","v":{"v":225000,"d":"R225,000"}}]
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
[null,null,"Provie Sum for the Provision for ICT Services","Item",1,{"v":70000,"d":"R70,000"},{"$f":"E643*F643","v":{"v":70000,"d":"R70,000"}}]
["6.14.6",null,"Profit and attendance","Item",1]
[null,null,"Covered carport","H4"]
["6.4.7",null,"Provide the sum of R30 000,00 (Thirty thousand Rand) for the supply and installation of the covered carport installation","Item",1,{"v":30000,"d":"R30,000"},{"$f":"E646*F646","v":{"v":30000,"d":"R30,000"}}]
[]
["6.14.8",null,"Profit and attendance","Item",1]
[]
[null,null,"Signage wall","H4"]
["6.14.9",null,"Provide the sum of R30 000,00 (Thirty thousand Rand) for the supply and installation of the signage wall complete with signage","Item",1,{"v":30000,"d":"R30,000"},{"$f":"E651*F651","v":{"v":30000,"d":"R30,000"}}]
[]
["6.14.10",null,"Profit and attendance","Item",1]
[]
[null,null,"Structural steel and associated concrete works","H4"]
["6.14.11",null,"Provide the sum of R350 000,00 (Three hundred and Fifty thousand Rand) for the supply and installation of the structural steel and associated concrete works","Item",1,{"v":350000,"d":"R350,000"},{"$f":"E656*F656","v":{"v":350000,"d":"R350,000"}}]
[]
["16.14.12",null,"Profit and attendance","Item",1]
[null,null,"Reception desk","H4"]
[]
["6.14.13",null,"Provide the sum of R20 000,00 (Twenty thousand Rand) for the supply and installation of the reception desk","Item",1,{"v":20000,"d":"R20,000"},{"$f":"E661*F661","v":{"v":20000,"d":"R20,000"}}]
[]
["6.14.14",null,"Profit and attendance","Item",1]
[]
[null,null,"Benches and internal seatings","H4"]
["6.14.15",null,"Provide the sum of R40 000,00 (Fourty thousand Rand) for the supply and installation of the benches and seatings","Item",1,{"v":40000,"d":"R40,000"},{"$f":"E666*F666","v":{"v":40000,"d":"R40,000"}}]
[]
["6.14.16",null,"Profit and attendance","Item",1]
[]
[null,null,"Landscaping","H4"]
["6.14.17",null,"Provide the sum of R40 000,00 (Fourty thousand Rand) for the landscaping ","Item",1,{"v":40000,"d":"R40,000"},{"$f":"E671*F671","v":{"v":40000,"d":"R40,000"}}]
[]
["6.14.18",null,"Profit and attendance","Item",1]
{"$rows_empty":17}
["CARRIED FORWARD"]
["BROUGHT FORWARD"]
["6.15",null,"BILL NO 6.15","H1"]
[]
[null,null,"EXTERNAL WORKS","H2"]
[]
[null,null,"SECURITY FENCING (PROVISIONAL) ","H1"]
[]
[null,null,"All excavations are measured as being in \"earth\" and/or filling compacted to 98% modified AASHTO density  Descriptions of excavations shall be deemed to include for setting aside surplus excavated material in spoil heaps for use as filling or for depositing within 150m of the perimeter of the excavations and spreading and roughly levelling as directed, as well as for increase in bulk and multiple handling of excavated material caused by the Contractor's method of operation  Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site and for bulking  ____________________ "]
[]
[null,null,"METALWORK ","H2"]
[]
[null,null,"Security fencing, including vehicle and pedestrian gates, site clearance and preparation of ground. Specifically the completion of gates and outstanding portions of the fencing","H3"]
[]
[null,null,"DE mesh fencing","H4"]
[]
["6.15.1",null," High density anti-climbing and anti-cut pressed mesh panel  fencing 2,1m high, formed of 3mm diameter horizontal and  4mm diameter vertical high tensile wires galvanised with  patented coating colour Dark Grey with aperture size 76,2mm x  12,7mm and reinforcing V-section ribs, bolted with vandal resistant bolts and clamping plates to 85 - 45mm Taper locking  post 2,7m high including locking recess mechanism at 3,382m  centres with sealed end caps and 30 x 3mm x 250mm long  angle section base anchors with posts bedded in 15MPa concrete bases size 400 x 400 x 600mm deep.","m",250]
[]
[null,null,"BUDGETARY ALLOWANCES","H3"]
[]
[null,null,"General","H4"]
[null,null,"All prime cost and provisional amounts are net"]
[]
[null,null,"Preliminaries","H4"]
[]
[null,null,"The contractor is referred to the Preliminaries for further amplification of \"Prime Cost Amounts\""]
[]
[null,null,"Manual Boom gates ","H4"]
[]
["6.15.2",null,"Provide an amount of R40 000.00 (Fourty thousand rand) for boom gates to be valued in accordance with bill rates","Item",1]
[]
[]
["CARRIED TO SUMMARY"]

{"sheet":"Summary","index":6,"n_rows":25,"n_cols":7,"rows_kept":25,"merged":[[0,1,0,2],[1,3,1,7],[17,0,17,1]]}
[null,"CONSTRUCTION OF NEW ZAMDELA (IN-AMELIA) CEMETERY"]
[]
[]
[null,null,"SCHEDULE 7 :SUMMARY"]
[null,"Summary of Schedules "]
[]
["SCHEDULE NO.","DESCRIPTION"]
["Schedule 1","General"]
["Schedule 2","Roadworks and Bulk Earthworks"]
["Schedule 3","Stormwater Management"]
["Schedule 4","Water network"]
["Schedule 5","Sewer services"]
["Schedule 6","Buildings"]
["Sub-total 1"]
["10% Contingencies"]
["Sub-total 2"]
["Add 15% VAT"]
["Total"]
[]
[]
[]
[]
[]
[]
[{"$nulls":6},"                                                                         "]