PRELIMSPAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 1SANS 1200APRELIMINARY AND GENERAL(Applicable to the whole of the Works)SANS1200A.8.3FIXED CHARGE ITEMS1SANS 1200A.8.3.1Contractual requirements.SUM10.00SANS 1200A.8.3.2Establishment of Facilities on the Site2SANS 1200A.8.3.2.2jPlant.SUM10.003Allow the sum of R for hiring ofSUM10.00standby generator, including transportingto site, working on site, diesel fuel andremoving from site at contract completion.4SANS 1200A.8.3.3Other fixed charge obligations.SUM10.005SANS 1200A.8.3.3Allow the sum of R for purchaseSUM10.00and delivery to site, of sundry siteequipment.6SANS 1200A.8.3.3Allow the sum of R for theSUM10.00fabrication, delivery and erection in therequired position on site, of ALL labelling,informational and safety signage, etc.,complete, all as instructed by the ABBProject Manager7SABS 1200A.8.3.4Removal of site establishment.SUM10.00Balance c/fR0.00Balance b/fR0.00SABS 1200A.8.4TIME RELATED ITEMSSABS 1200A.8.4.2.1Facilities for Engineer & Contractor:8SABS 1200A.8.4.2.1aFurnished offices.Office accommodation for personnel shallMTHS80.00be able to accommodate SIX (6) personscomfortably and shall have separate boardroom,kitchenette and toilet facilities. This sum is toinclude for all loose furniture and fittings,electric lighting, power outlets.drawing rack, 2 no. office desks and 4 no.office chairs. overall size of 3m wide x 6m long9SABS 1200A.8.4.2.2aWorkshop, Lab and Storage sheds.MTHS80.0010SABS 1200A.8.4.2.2eAblution and latrine facilities (chemical portableMTHS80.00toilets to be well maintained / serviced for theentire duration of the contract).11SABS 1200A.8.4.2.2fTools and equipment.MTHS80.0012SABS 1200A.8.4.2.2gWater supplies 2500 L TankMTHS80.00available from beginning of contract and forentire duration of the contract).SANS 1200A.8.3.2.2jAllow the sum of R for hiring of standbyMTHS80.00generator, including transporting to site,working on site, diesel fuel and removingfrom site at contract completion.13SABS 1200A.8.4.2.2iAccess to the site.MTHS80.0014The Contractor is to note that all SecurityMTHS80.00and Access Control requirements mustbe in accordance with and conform to'National Keypoint Standards.'15SABS 1200A.8.4.2.2jPlant.MTHS80.0016SABS 1200A.8.4.3Supervision for duration of construction.MTHS80.00Balance c/f0.00Balance b/f0.0017SABS 1200A.8.4.4Company and head office overhead costsMTHS80.00for duration of construction.18SABS 1200A.8.4.5The Contractor is to take cognizance of theMTHS80.00Environmental Management ProgrammeAct, a copy of which is attached hereto andforms part of the contract documents. TheContractor is to allow a lump-sum pricewhich he deems sufficient to enable him tomeet any costs he will encounter in theapplication of the various clauses in theEnvironmental Management Programme,for the entire duration of the contract.19SABS 1200A.8.4.5The Contractor is to allow for complianceMTHS80.00with ALL CURRENT ABB Health andSafety requirements, procedures andlegislation (OHSACT), which includesthe employment of registered safetyofficer/s, as well as the procurementand use on site, of ALL necessaryPPE wear.TOTAL - carried forward to FINAL SUMMARYR0.00

&CPage &P&RCivil Works

CIVIL.1PAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 2CIVIL WORKSNotes (As Applicable to the ENTIRE measuredBills of Quantities, namely Section No. 2,Bill No.'s 1 to 15 inclusive, Sections 3 to 10inclusive) :1. 'Section No. 2 : Civil Works' have beenmeasured according to the SABS 1200 Systemfor Measuring Civil Works as published by theSABS. All quantities are provisional and subjectto remeasurement during the project.2. For pricing purposes all items are to beread in conjunction with the tenderdrawings. No additional compensation willbe made for any information shown on thedrawings but not mentioned in the Bills ofQuantities - the drawings take precedenceover the Bills of Quantities3. All 'Imported Material' for earthworks will beobtained either from a commercial source,as selected by the contractor and shall beregarded as freehaul.4. All surplus excavated material is to be disposedof at a registered, designated dumping site, asselected by the Contractor, which cost is toinclude for all sundry charges, royalties, etc.5. All cut and fill materials will be regarded asfreehaul, ie. haulage, loading and offloadingof material shall be included in the ratessubmitted by the Contractor - NO additionalcompensation whatsoever shall be entertained,or additional monies paid in this regard.Balance c/fR0.00Balance b/fR0.00SECTION 2 : BILL NO. 1BULK EARTHWORKS, LANDSCAPING, ETC.SABS 1200D.EARTHWORKSSABS 1200D.8.3.1Site Preparation:1SABS 1200D.8.3.1.1Clear and strip 150mm site, including in confinedm2210,000.000.00areas and removeSABS 1200D.8.3.2Bulk excavation:2SABS 1200D.8.3.2aCut for reduced levels in terracing, stockpilem38,540.000.00to be used in fillSABS 1200D.8.3.2bExtra over for:3SABS 1200D.8.3.2b.1Intermediate excavation.m3854.000.004SABS 1200D.8.3.2b.2Hard rock excavation, including blasting andm3427.000.00breaking down of all rock material to rocks /stones of manageable sizeSABS 1200D.8.3.4aImporting materials from Commercial sourcesand placing in:5Imported suitable G7 / G8 earth fill materialm313,643.000.00to form terrace, including compacting in150mm thick layers to a minimum of 95%Mod. AASHTO maximum density @+/- 2% Optimum Moisture Content (OMC),including tieing / benching into existing in-situmaterial / embankment / terrace.SABS 1200D.8.3.1Site preparation:6Soil poisening to be sprayed over terracesm20.007SABS 1200D.8.3.4aSupply and spread 26,5mm nominal diameterm20.00yardstone from commercial sources, in 100mmthick layer and lightly compact to set levels.SABS 1200MK.KERBING AND CHANNELINGSABS 1200MK.8.2.1Precast concrete barrier kerb to SABS 927complete with 15MPa/19mm in-situ concretehaunching at joints, both sides:8Kerbs laid straight (edge of terrace).m0.00TOTAL - carried forward to section SUMMARYR0.00

&CPage &P&RCivil Works

CIVIL.2PAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION 2 : BILL NO. 2CIVIL WORKSACCESS AND TERRACE ROADSTHE FOLLOWING IN 6M WIDE CONCRETESABS 1200D.EARTHWORKS ( TERRACE ROAD)1Cut for reduced levels in road, and cart awaym31022.700.00to a location located by contractorSABS 1200MF.BASESABS 1200MF.8.3.3Construct base with material from commercialsources:2SABS 1200MF.8.3.3bImported suitable G5 earth fill materialm3438.300.00to form road, including compacting in150mm thick layers to a minimum of 95%Mod. AASHTO maximum density @+/- 2% Optimum Moisture Content (OMC),including tieing / benching into existing in-situmaterial / embankment / roadSABS 1200G.8.2FORMWORKSABS 1200G.8.2.2Smooth formwork to :3Sides of roadsm2194.800.00SABS 1200G.8.2.4Special off-form:4Form 25 x 25mm Chamfered edge alongm974.000.00exposed top edge of concrete.SABS 1200G.8.3REINFORCEMENTSABS 1200G.8.3.2Mesh Reinforcement :5High tensile welded mesh reference 311 tom22922.000.00road.SABS 1200G.REINFORCED CONCRETESABS 1200G.8.4.2Blinding layer in 15MPa/ 19mm concrete:650mm Minimum thick.m3146.100.007SABS 1200G.8.4.3Strength concrete, 25MPa/19mm withm3584.400.00SABS 1200G.8.4.4Unformed surface finishes:8SABS 1200G.8.4.4aWood floated finish to top surface of concretem22922.000.00to slight falls.Balance c/fR0.00Balance b/fR0.00SABS 1200G.8.5JOINTS912mm Thick expansion joint not exceedingm97.400.00300mm high or wide consisting of joint filler,raking out of joint filler 15mm deep onexposed surfaces and fill with polysulphidesealant and bond breaker.10SABS 1200MM.8.2.5Additional itemm487.000.00Construct V-Drain with Stone-Pitching800mm wide and 550mm deep completeSundries:Allow for intersection with existing gravelm5.000.00road, including tieing in all layers, to formconsistent and even finished surface.SABS 1200D.EARTHWORKS ( ACCESS ROADS )200m AssumedSABS 1200D.8.3.1Site Preparation:11SABS 1200D.8.3.1.2Remove topsoil to a nominal depth of 100mm,m2642.000.00and compact insitu to 93%12Cut for reduced levels in road, and cart awaym3224.700.00to a location located by contractorSABS 1200D.8.3.4aImporting materials from Commercial sourcesand placing in:13Imported suitable G5 earth fill materialm3128.400.00to form road, including compacting in150mm thick layers to a minimum of 95%Mod. AASHTO maximum density @+/- 2% Optimum Moisture Content (OMC),including tieing / benching into existing in-situmaterial / embankment / roadTOTAL - carried forward to section SUMMARYR0.00

&CPage &P&RCivil Works

CIVIL.3PAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 2CIVIL WORKSSECTION 2 : BILL NO. 3BASE FOUNDATIONSTHE FOLLOWING IN BASE FOUNDATIONSSABS 1200D.EARTHWORKSSABS 1200D.8.3.3Restricted Excavation:1SABS 1200D.8.3.3aExcavate for bases in all materials andm3644.570.00dispose to a site provided by the Contractor(excludes over-excavation)2Extra over excavation in soft material form364.460.00battering trench sides / shoring for depthsgreater than 1,0mSABS 1200D.8.3.3bExtra over for:3SABS 1200D.8.3.3b.1Intermediate excavation.m370.900.004SABS 1200D.8.3.3b.2Hard rock excavation.m332.230.005SABS 1200D.8.3.3b.3Boulder excavation Class A.m332.230.00SABS 1200D.8.3.9Backfilling:6Backfilling in restricted areas around base,m3286.150.00stub column and to battered slopes, withexcavated material including mechanicalmodification including mechanical modificationand compacting to 95% Mod. AASHTOmaximum densityBalance c/fR0.00Balance b/fR0.00SABS 1200DB.EARTHWORKS (PIPE TRENCHES)SABS 1200DB.8.3.4PARTICULAR ITEMSSABS 1200DB.8.3.4bTemporary Works : Control Water Inflowfrom low water table, during excavations:7SABS 1200DB.8.3.4b.1Provide equipment.SUM1.000.008SABS 1200DB.8.3.4b.2Operate and maintain.Days1.000.009SABS 1200DB.8.3.4b.3Remove equipmentSum1.000.00SABS 1200G.CONCRETE (STRUCTURAL)SABS 1200G.8.2FORMWORKSABS 1200G.8.2.1Rough:10Sides of base, stub columns.m2303.040.00SABS 1200G.8.2.2Smooth:11Sides of base, stub columns.m2171.990.00SABS 1200G.8.2.4Special off-form:12Form 25 x 25mm chamfer along top edgem287.600.00of exposed stub column.SABS 1200G.8.3REINFORCEMENTSABS 1200G.8.3.1Steel reinforcement bars:13All diameter bars (Provisional).kg14366.0000.00SABS 1200G.8.4CONCRETESABS 1200G.8.4.2Blinding layer in 15MPa/ 19mm concrete:1450mm Minimum thick.m323.450.00Balance c/fR0.00Balance b/fR0.00SABS 1200G.8.4.3Strength concrete, 30MPa/19mm with'Pro-Struct 539' integral waterproofer addedat the rate of 1,5 litres per 50kg cement in:15Bases and stub columns.m3357.190.00SABS 1200G.8.4.4Unformed surface finishes:16SABS 1200G.8.4.4aWood floated finish to top surface of bases,m251.850.00including working in confined areas.SABS 1200G.8.7GROUTINGSABS 1200G.8.7aUnder bases:17Non-shrink, non-metallic, free-flowingm32.740.0035MPa grouting under base platesSABS 1200G.8.8HOLDING DOWN BOLTS ANDMISCELLANEOUS18Provide and install Grade 4.8 M20 x 460mmkg0.000.00long galvanized mild steel bolt with 75mmlength threaded at exposed end and fittedwith suitable nut and washer, and with 70 x70 x 12mm thick anchor plate welded on atother end, bolt cast 350mm deep intoconcrete stub column base in exact position19Provide and install Grade 4.8 M24 x 460mmkg0.000.00long galvanized mild steel bolt with 75mmlength threaded at exposed end and fittedwith suitable nut and washer, and with 80 x80 x 14mm thick anchor plate welded on atother end, bolt cast 350mm deep intoconcrete stub column base in exact position20Provide and install Grade 4.8 M36 x 460mmkg0.000.00long galvanized mild steel bolt with 75mmlength threaded at exposed end and fittedwith suitable nut and washer, and with 350x 120 x 16mm thick anchor plate welded onat other end, bolt cast 350mm deep intoconcrete stub column base in exact positionTOTAL - carried forward to section SUMMARYR0.00

&CPage &P&RCivil Works

CIVIL.4PAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 2CIVIL WORKSSECTION 2 : BILL NO. 4DRAINAGETHE FOLLOWING IN SUBSOIL DRAINSSABS 1200DB.EARTHWORKS (PIPE TRENCHES)SABS 1200DB.8.3.2aExcavate in all materials for trenches anduse for backfill, compact and dispose ofsurplus material:1Depth not exceeding 1m deep (sub-soilm3115.800.00drains)Pipe Trenches:600mm pipe0.002Depth not exceeding 1m deep (pipe trenchm30.000.00drains)SABS 1200DB.8.3.2bExtra over pipe trench excavations for:0.003SABS 1200DB.8.3.2b.1Intermediate excavationm311.580.00SABS 1200LB.BEDDING (PIPES)SABS 1200LB.8.2.1Provision of bedding from excavations:4SABS 1200LB.8.2.1bSelected fill material (Blanket)m381.540.00Balance c/fR0.00Balance b/fR0.00SABS 1200LB.8.2.2Provision of bedding from commercialsources:5Selected G5 granular material (Cradle)m30.000.00stabilized with 3% (by volume) OrdinaryPortland Cement, including mechanicalmodification and compacting to 95% Mod.AASHTO maximum density (sub-soil drain).6Selected stone material with aggregate sizem3134.530.0050 to 75mm nominal diameter (Blanket)SABS 1200LD.CONCRETE PIPESABS 1200LD.8.2.1Supply, handle and lay Class 50D spigotand socket concrete pipes complete withrubber ring joints on Class B bedding:Supply, handle and lay Class 50D Intelockingjoints concrete pipes complete on Class Bbedding:7450mm Diameter pipe.m193.000.00SABS 1200LD.8.2.1Supply, handle and lay uPVC slotted,flexible sewer and waste piping, includingjoints, fittings, etc. (refer drawing 0.54/390sheet 12B):8160mm Diameter pipe.m303.000.009Extra over 160mm diameter uPVC slottedNo9.000.00pipe for stopped end.Manholes:Brick manhole size 940 x 940mm internally,as detailed on complete with concrete slabover, step irons, concrete benching and base,excavations, backfilling, carting away ofsurplus excavated material, etc., SABS 558Type 4 medium duty manhole cover andframe :10Manhole with inlets for 2 no. x 160mm uPVC pipesNo3.000.00and 1 no. x 450mm concrete pipes (elsewheremeasured), depth to invert exceeding 1m and notexceeding 1,5m deep.11Manhole with inlets for 2 no. x 160mm uPVC pipesNo7.000.00and 2 no. x 450mm concrete pipes (elsewheremeasured), depth to invert exceeding 1m and notexceeding 1,5m deep.12Manhole with inlets for 2 no. x 450mm uPVC pipesNo0.000.00concrete pipes (elsewhere measured)depth to invert exceeding 1m and not exceeding1,5m deep.Balance c/fR0.00Balance b/fR0.00THE FOLLOWING IN CONCRETEHEADWALL x 2SABS 1200D.EARTHWORKSSABS 1200D.8.3.1.1Clear and strip 150mm site, including in confinedm20.000.00areas and removeSABS 1200D.8.3.2Bulk excavation:13SABS 1200D.8.3.2aExcavate for reduced levels in all materials,m30.000.00to form recess for 'stilling basin' and dispose.SABS 1200D.8.3.2bExtra over for :14SABS 1200D.8.3.2b.1Intermediate excavation.m30.000.00SABS 1200D.8.3.3Restricted excavation:15SABS 1200D.8.3.3aExcavate for reduced levels to form recessm30.000.00for headwall and drainage outlet, includingfor footing at front of apron slab, and disposeto a site provided by the Contractor.Balance c/fR0.00Balance b/fR0.00SABS 1200D.8.3.3bExtra over for :16SABS 1200D.8.3.3b.1Intermediate excavation.m30.000.00SABS 1200D.8.3.9Backfilling:17Backfilling in restricted areas behind concretem30.000.00headwalls, etc., with material fromcommercial sources, in layers of 150mmthick, compacted to a minimum of 90%Mod. AASHTO maximum density.SABS 1200D.8.3.15Supply and lay weedkiller:18Supply and lay approved weedkiller in strictm20.000.00accordance with the Manufacturer'sinstructions.SABS 1200G.CONCRETE (STRUCTURAL)SABS 1200G.8.2FORMWORKSABS 1200G.8.2.1Rough formwork to :19Sides of walls.m20.000.00SABS 1200G.8.2.2Smooth formwork to :20Sides of wallsm20.000.00SABS 1200G.8.2.4Special off-form :21Form rounded edge to 3mm radius alongm0.000.00exposed top edge of concrete wall.SABS 1200G.8.2.5Narrow widths :22Not exceeding 300mm high or wide.m0.000.0023Not exceeding 300mm high or wide, tom0.000.00approximately 30 degree batter or slope.SABS 1200G.8.2.6Box out holes / form voids :24Box out to form circular hole to suitNo0.000.00300mm diameter precast concrete pipe(elsewhere measured) in 200mm thickconcrete wall.Balance c/fR0.00Balance b/fR0.0025Box out to form circular hole to suitNo0.000.00450mm diameter precast concrete pipe(elsewhere measured) in 200mm thickconcrete wall.SABS 1200G.8.3REINFORCEMENTSABS 1200G.8.3.2Mesh Reinforcement :26High tensile welded mesh reference 311m20.000.00to apron slab and walls.SABS 1200G.8.4CONCRETESABS 1200G.8.4.2Blinding layer in 15MPa/ 19mm concrete:2750mm Minimum thick.m30.000.00SABS 1200G.8.4.3Strength concrete 25MPa/19mm in :28Apron slab, walls, splitter blocks andm30.000.00thickening for footing, etc.SABS 1200G.8.4.4Unformed surface finish :29SABS 1200G.8.4.4aWood floated finish to falls or slope,m20.000.00including to confined areas.TOTAL - carried forward to section SUMMARYR0.00

&CPage &P&RCivil Works

CIVIL.5PAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 2CIVIL WORKSSECTION 2 : BILL NO. 5TRANSFORMER PLINTHS(2 x 250 MVA)THE FOLLOWING IN TRANSFORMERSABS 1200D.EARTHWORKSSABS 1200D.8.3.3Restricted excavation in all materials anddispose to a site provided by the Contractor:1SABS 1200D.8.3.3aStrip footings.m332.000.002SABS 1200D.8.3.3aCable trenches.m32.350.003SABS 1200D.8.3.3aSumps.m35.850.004Plinth and surroundingm353.13SABS 1200D.8.3.3bExtra over for:5SABS 1200D.8.3.3b.1Intermediate excavation.m318.670.00SABS 1200D.8.3.4Importation of materials from commercialsources:6SABS 1200D.8.3.4aSelected fill material compacted in 150mmm30.000.00thick layers under surface beds, slabs, etc.,stabilized with 3% (by volume) OrdinaryPortland Cement, including mechanicalmodification and compacting to 95% Mod.AASHTO maximum densitySABS 1200D.8.3.9Backfilling:7Backfilling in restricted areas to stripm39.840.00footings (elsewhere measured) withselected fill material from commercialsources in 150mm thick layers,compacted to a minimum of 93% Mod.AASHTO maximum density.Balance c/fR0.00Balance b/fR0.00SABS 1200G.CONCRETE [STRUCTURAL]SABS 1200G.8.2FORMWORKSABS 1200G.8.2.1Rough formwork to:8Trench walls.m240.330.00SABS 1200G.8.2.2Smooth formwork to:9Plinths and platforms.m226.390.0010SABS 1200G.8.2.4Sump walls.m223.400.00Cable wallsm29.4011Form 25 x 25mm chamfer along exposedm9.680.00top edges of concrete.SABS 1200G.8.2.5Narrow widths:12Not exceeding 300mm high or wide.m3.000.00SABS 1200G.8.2.6Box out holes / Form voids:13Form 600 x 600 x 600mm deep pocket inNo2.000.00top surface of concrete surface bed forremoveable fence post (elsewheremeasured).14Form hole 300mm diameter through 100No2.000.00to 150mm concrete wall for precastconcrete pipe (elsewhere measured).SABS 1200G.8.3REINFORCEMENT15Type reference 245 to plinth and surfacem2370.660.00beds.SABS 1200G.8.4CONCRETESABS 1200G.8.4.2Blinding layer in 15MPa/19mm concrete:1650mm Minimum thick.m313.270.00Balance c/fR0.00Balance b/fR0.00SABS 1200G.8.4.3Strength concrete 25MPa/19mm in:17Surface beds.m314.720.00Strip footing concretem314.7218Bottom and sides of trenches sumpsm33.510.0019Transformer plinthm356.580.0020Benching to sump.m30.290.00Cable trenchm32.12Offloading baym313.50SABS 1200G.8.4.4Unformed surface finishes:21SABS 1200G.8.4.4aWood floated finish, including in confinedm2185.330.00areas.SABS 1200G.8.5JOINTS22'Construction joint' through 600mm thickm0.000.00concrete including dowels, saw-cut,bond-breaker, silicone sealant, etc.,complete, all as detailed on drawing0.54/390 sheet 38a1.Sundries:23Junction box foundation completeNo2.000.00including all excavations, backfilling, concrete, holding down bolts, etc.24Plug box foundation complete as per detailNo2.000.00including all excavations, backfilling,concrete, holding down bolts, etc.Screeds:25Cement mortar 1:3 screed average 30mmm299.680.00thick, to falls.Balance c/fR0.00Balance b/fR0.00SABS 1200H.FLOORING, COMPLETE AND INSTALLEDWITH FRAMES26Oil holidng dam, including all excavations,No1.000.00backfilling, concrete, brickwork, covers,drainpipes, etc., complete as per drawing0.54/5664 and 0.54/6084BRICKWORKFace brickwork of face bricks (14MPanominal compressive strengthdelivered to site) including brick force andadd for taking delivery, laying, bedding andpointing, storage, waste and profit:27Face brick Bundwall 230mm wide withm237.260.00maximum height 500mm high with rollercourse on top of wall, including facingand pointing both sides.28Straight joint through bund wall 230mmNo8.000.00wide x 375mm high.29Slot 450x450mm through 230mm wideNo2.000.00brick bundwallBalance c/fR0.00Balance b/fR0.00THE FOLLOWING IN STAINLESS STEELFIRE BARRIER AROUND TRANSFORMERPLINTHSABS 1200D.EARTHWORKSSABS 1200D.8.3.1Site preparation:61SABS 1200D.8.3.1aTrim, pre-wet and compact in-situ materialm228.800.000.00excavated material to 100% Mod. AASHTOmaximum density, including working inconfined areas.SABS 1200D.8.3.3Restricted Excavation:30SABS 1200D.8.3.3aExcavate for bases in all materials andm33.000.00dispose to a registered spoil site, providedby the Contractor31Excavate for bases in all materials andm332.000.00stockpile / set aside for later re-use(includes over-excavation under bases)64Extra over excavation in soft material form33.000.00battering trench sides / shoring for depthsgreater than 1,0m (Provisional)SABS 1200D.8.3.3bExtra over for:32SABS 1200D.8.3.3b.1Intermediate excavation.m35.000.0033SABS 1200D.8.3.3b.2Hard rock excavation.m32.500.00Balance c/fR0.00Balance b/fR0.00SABS 1200D.8.3.9Backfilling:34Backfilling to excavations, to receive concretem328.800.00bases (elsewhere measured), using selectedpreviously stockpiled / set aside material,compacted in 150mm thick layers,stabilized with 15% (by volume) OrdinaryPortland Cement, including mechanicalmodification and compacting to 100% Mod.AASHTO maximum density35Backfilling to excavations, to receive concretem33.000.00bases (elsewhere measured), using selectedfill material from commercial sources,compacted in 150mm thick layers,stabilized with 3% (by volume) OrdinaryPortland Cement, including mechanicalmodification and compacting to 93% Mod.AASHTO maximum density36Backfilling in restricted areas around base,m310.000.00stub column and to battered slopes, usingselected previously stockpiled / set asidematerial, compacted in 150mm thick layers,to 100% Mod. AASHTO maximum density.SABS 1200G.CONCRETE (STRUCTURAL)SABS 1200G.8.2FORMWORKSABS 1200G.8.2.2Smooth:37Sides of base, stub columns.m2105.600.00SABS 1200G.8.2.4Special off-form:38Form 20 x 20mm chamfer along exposedm96.000.00top edges of concrete stub column, etc.SABS 1200G.8.2.6Box out holes / form voids:39Box in to form 80 x 80 x 350mm deepNo20.000.00pocket in top surface of concrete stubcolumn.Balance c/fR0.00Balance b/fR0.00SABS 1200G.8.3REINFORCEMENTSABS 1200G.8.3.1Mild steel reinforcement bars:4010mm Diameter.kg176.000.00SABS 1200G.8.3.1High Tensile steel reinforcement bars:4110mm Diameter.kg284.400.00SABS 1200G.8.4CONCRETESABS 1200G.8.4.2Blinding layer in 15MPa/ 19mm concrete:4250mm Minimum thick.m31.440.00SABS 1200G.8.4.3Strength concrete 30MPa/19mm in:43Bases and stub columns.m338.880.00SABS 1200G.8.4.4Unformed surface finishes:44SABS 1200G.8.4.4aWood floated finish to top surface of bases,m228.800.00including working in confined areas.SABS 1200G.8.7GROUTINGSABS 1200G.8.7aUnder bases:45Non-shrink, non-metallic, free-flowing 30MPam31.440.00grouting under base plates.SABS 1200G.8.7bHolding Down bolts:46Non-shrink grouting in holding boltm31.440.00pockets.Balance c/fR0.00Balance b/fR0.00SABS 1200G.8.8HOLDING DOWN BOLTS ANDMISCELLANEOUS47Provide and install Grade 4.8 M24 x 460mmkg184.200.00long galvanized mild steel bolt with 75mmlength threaded at exposed end and fittedwith suitable nut and washer, and with 80 x80 x 14mm thick anchor plate welded on atother end, bolt cast 350mm deep intoconcrete stub column base in exactpositionSABS 1200HB.CLADDING AND SHEETINGSABS 1200HB.8.2.2Stainless steel firewalls:48Supply, deliver and install 6m high stainlesskg7,624.620.00steel fire wall, including hot-dipped galvanizedmild steel support posts, IBR profile sheeting,fixing brackets, purlins, cleats, bolts, etc.,complete, including offsets or changes indirection along length (In no. 5 'Module A'type panels, measured along straight length)TOTAL - carried forward to section SUMMARYR0.00

&CPage &P&RCivil Works

CIVIL.6PAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 2CIVIL WORKSSECTION 2 : BILL NO. 5GENERAL TRANSFORMER(2 x Plinths)THE FOLLOWING IN TRANSFORMERSABS 1200D.EARTHWORKSSABS 1200D.8.3.3Restricted excavation in all materials anddispose to a site provided by the Contractor:1SABS 1200D.8.3.3aStrip footings.m319.230.002SABS 1200D.8.3.3aCable trenches.m30.750.003SABS 1200D.8.3.3aSumps.m33.620.004Plinth and surroundingm324.16SABS 1200D.8.3.3bExtra over for:SABS 1200D.8.3.9Backfilling:5Backfilling in restricted areas to stripm39.130.00footings (elsewhere measured) withselected fill material from commercialsources in 150mm thick layers,compacted to a minimum of 93% Mod.AASHTO maximum density.Balance c/fR0.00Balance b/fR0.00SABS 1200G.CONCRETE [STRUCTURAL]SABS 1200G.8.2FORMWORKSABS 1200G.8.2.1Rough formwork to:6Trench walls.m212.150.00SABS 1200G.8.2.2Smooth formwork to:7Plinths and platforms.m225.000.008SABS 1200G.8.2.4Sump walls.m214.460.00Cable wallsm23.009Form 25 x 25mm chamfer along exposedm2.930.00top edges of concrete.SABS 1200G.8.2.5Narrow widths:10Not exceeding 300mm high or wide.m2.000.00SABS 1200G.8.2.6Box out holes / Form voids:11Form 500 x 500 x 450mm deep pocket inNo2.000.00top surface of concrete surface bed forremoveable fence post (elsewheremeasured).12Form hole 300mm diameter through 100No2.000.00to 150mm concrete wall for precastconcrete pipe (elsewhere measured).SABS 1200G.8.3REINFORCEMENT13Type reference 245 to plinth and surfacem280.500.00beds.SABS 1200G.8.4CONCRETESABS 1200G.8.4.2Blinding layer in 15MPa/19mm concrete:1450mm Minimum thick.m33.480.00Balance c/fR0.00Balance b/fR0.00SABS 1200G.8.4.3Strength concrete 25MPa/19mm in:15Surface beds.m34.520.0016Bottom and sides of trenches sumpsm38.870.0017Transformer plinthm322.500.0018Benching to sump.m31.000.00SABS 1200G.8.4.4Unformed surface finishes:19SABS 1200G.8.4.4aWood floated finish, including in confinedm286.000.00areas.SABS 1200G.8.5JOINTS20'Construction joint' through 600mm thickm47.000.00concrete including dowels, saw-cut,bond-breaker, silicone sealant, etc.,complete, all as detailed on drawing0.54/390 sheet 38a1.Sundries:21Junction box foundation completeNo2.000.00including all excavations, backfilling, concrete, holding down bolts, etc.22Plug box foundation complete as per detailNo2.000.00including all excavations, backfilling,concrete, holding down bolts, etc.Screeds:23Cement mortar 1:3 screed average 30mmm230.510.00thick, to falls.BRICKWORKFace brickwork of face bricks (14MPanominal compressive strengthdelivered to site) including brick force andadd for taking delivery, laying, bedding andpointing, storage, waste and profit:24Face brick Bundwall 230mm wide withm222.440.00maximum height 500mm high with rollercourse on top of wall, including facingand pointing both sides.25Straight joint through bund wall 230mmNo0.000.00wide x 375mm high.26Slot 450x450mm through 230mm wideNo0.000.00brick bundwallBalance c/fR0.00Balance b/fR0.00THE FOLLOWING IN STAINLESS STEELFIRE BARRIER AROUND TRANSFORMERPLINTHSABS 1200D.EARTHWORKSSABS 1200D.8.3.1Site preparation:61SABS 1200D.8.3.1aTrim, pre-wet and compact in-situ materialm228.800.000.00excavated material to 100% Mod. AASHTOmaximum density, including working inconfined areas.SABS 1200D.8.3.3Restricted Excavation:27SABS 1200D.8.3.3aExcavate for bases in all materials andm33.000.00dispose to a registered spoil site, providedby the Contractor28Excavate for bases in all materials andm332.000.00stockpile / set aside for later re-use(includes over-excavation under bases)64Extra over excavation in soft material form33.000.00battering trench sides / shoring for depthsgreater than 1,0m (Provisional)SABS 1200D.8.3.3bExtra over for:29SABS 1200D.8.3.3b.1Intermediate excavation.m35.000.0030SABS 1200D.8.3.3b.2Hard rock excavation.m32.500.00SABS 1200D.8.3.9Backfilling:31Backfilling to excavations, to receive concretem328.800.00bases (elsewhere measured), using selectedpreviously stockpiled / set aside material,compacted in 150mm thick layers,stabilized with 15% (by volume) OrdinaryPortland Cement, including mechanicalmodification and compacting to 100% Mod.AASHTO maximum density32Backfilling to excavations, to receive concretem33.000.00bases (elsewhere measured), using selectedfill material from commercial sources,compacted in 150mm thick layers,stabilized with 3% (by volume) OrdinaryPortland Cement, including mechanicalmodification and compacting to 93% Mod.AASHTO maximum density33Backfilling in restricted areas around base,m310.000.00stub column and to battered slopes, usingselected previously stockpiled / set asidematerial, compacted in 150mm thick layers,to 100% Mod. AASHTO maximum density.Balance c/fR0.00Balance b/fR0.00SABS 1200G.CONCRETE (STRUCTURAL)SABS 1200G.8.2FORMWORKSABS 1200G.8.2.2Smooth:34Sides of base, stub columns.m2105.600.00SABS 1200G.8.2.4Special off-form:35Form 20 x 20mm chamfer along exposedm96.000.00top edges of concrete stub column, etc.SABS 1200G.8.2.6Box out holes / form voids:36Box in to form 80 x 80 x 350mm deepNo20.000.00pocket in top surface of concrete stubcolumn.SABS 1200G.8.3REINFORCEMENTSABS 1200G.8.3.1Mild steel reinforcement bars:3710mm Diameter.kg176.000.00SABS 1200G.8.3.1High Tensile steel reinforcement bars:3810mm Diameter.kg284.400.00SABS 1200G.8.4CONCRETESABS 1200G.8.4.2Blinding layer in 15MPa/ 19mm concrete:3950mm Minimum thick.m31.440.00SABS 1200G.8.4.3Strength concrete 30MPa/19mm in:40Bases and stub columns.m338.880.00SABS 1200G.8.4.4Unformed surface finishes:41SABS 1200G.8.4.4aWood floated finish to top surface of bases,m228.800.00including working in confined areas.Balance c/fR0.00Balance b/fR0.00SABS 1200G.8.7GROUTINGSABS 1200G.8.7aUnder bases:42Non-shrink, non-metallic, free-flowing 30MPam31.440.00grouting under base plates.SABS 1200G.8.7bHolding Down bolts:43Non-shrink grouting in holding boltm31.440.00pockets.SABS 1200G.8.8HOLDING DOWN BOLTS ANDMISCELLANEOUS44Provide and install Grade 4.8 M24 x 460mmkg184.200.00long galvanized mild steel bolt with 75mmlength threaded at exposed end and fittedwith suitable nut and washer, and with 80 x80 x 14mm thick anchor plate welded on atother end, bolt cast 350mm deep intoconcrete stub column base in exactpositionSABS 1200HB.CLADDING AND SHEETINGSABS 1200HB.8.2.2Stainless steel firewalls:45Supply, deliver and install 6m high stainlesskg7,624.620.00steel fire wall, including hot-dipped galvanizedmild steel support posts, IBR profile sheeting,fixing brackets, purlins, cleats, bolts, etc.,complete, including offsets or changes indirection along length (In no. 5 'Module A'type panels, measured along straight length)TOTAL - carried forward to section SUMMARYR0.00

CIVIL.7PAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 2CIVIL WORKSSECTION 2 - BILL NO. 6CABLE TRENCHES, DUCTS, JUNCTIONSTHE FOLLOWING IN CABLE TRENCHES,DUCTS & JUNCTIONSConstruct complete unit as specified andincluding excavation in all material, workingspace, risk of collapse, regular dewatering,concrete, formwork, reinforcement,imported backfill and disposal. Cabletrenches with bends and junctions completewith concrete covers must be fitted,marked for positions and placed nextto trenches for later installation by others.1Single trench (600mm wide)m180.000.002Single trench (900mm wide)m70.000.00Culvert road crossing (road measuredelsewhere):3600x900mm Wide precast cable duct 5mNo2.000.00long, including cable racking, excavation,backfilling, etc. complete4Three trench entrance to control building,No2.000.00including manhole, racking, excavation,backfilling, brickwork, etc. completeSUNDRIES5Cast in-situ concrete cover, size 300mmNo10.000.00wide x 740mm long x 100mm thick overall,including smooth formwork to sides andsoffit, all necessary reinforcement and'vastrap' pattern to top surface of concretecover, all in accordance with Drawing6Cast in-situ concrete cover, size 300mmNo10.000.00wide x 1040mm long x 100mm thick overall,including smooth formwork to sides andsoffit, all necessary reinforcement and'vastrap' pattern to top surface of concretecover, all in accordance with DrawingTOTAL - carried forward to section SUMMARYR0.00

&CPage &P&RCivil Works

CIVIL.8PAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 2CIVIL WORKSSECTION 2 : BILL NO.7LIGHT MASTS AND FOUNDATIONS(2 x 24m)SABS 1200D.EARTHWORKSSABS 1200D.8.3.3Restricted Excavation:1SABS 1200D.8.3.3aExcavate for bases in all materials andm342.030.00dispose to a site provided by the Contractor(excludes over-excavation)SABS 1200D.8.3.3bExtra over for:2SABS 1200D.8.3.3b.1Intermediate excavation.m34.200.00SABS 1200D.8.3.9Backfilling:3Backfilling in restricted areas around base,m342.030.00stub column and to battered slopes, withselected fill material from commercialsources in 150mm thick layers,including mechanical modification andcompacting to 95% Mod. AASHTO maximumdensity.Cart away:4Cart away material arising from excavationsm316.34to a location located by contractorBalance c/fR0.00Balance b/fR0.00SABS 1200DB.EARTHWORKS (PIPE TRENCHES)SABS 1200G.CONCRETE (STRUCTURAL)SABS 1200G.8.2FORMWORKSABS 1200G.8.2.2Smooth:4Sides of bases, stub columns.m21.080.00Rough:Sides of bases, stub columns.m218.00SABS 1200G.8.2.4Special off-form:5Form 20 x 20mm chamfer along top edgem7.200.00of exposed stub column.SABS 1200G.8.3REINFORCEMENTSABS 1200G.8.3.1Reinforcement bars:6Various diameter barskg57.760.00SABS 1200G.8.4CONCRETESABS 1200G.8.4.2Blinding layer in 15MPa/19mm concrete:850mm Minimum thick.m31.680.00SABS 1200G.8.4.3Strength concrete, 30MPa/19mm with'Pro-Struct 539' integral waterproofer addedat the rate of 1,5 litres per 50kg cement in:9Bases and stub columns.m316.590.00Balance c/fR0.00Balance b/fR0.00SABS 1200G.8.4.4Unformed surface finishes:10SABS 1200G.8.4.4aWood floated finish to top surface of bases,m21.620.00including working in confined areas.SABS 1200G.8.7GROUTINGSABS 1200G.8.7aUnder bases:11Non-shrink, non-metallic, free-flowingm30.080.0035MPa grouting under base platesSABS 1200G.8.8HOLDING DOWN BOLTS ANDMISCELLANEOUS12Provide and install Grade 4.8 M36x 1300mmkg172.800.00long galvanised mild steel bolt with 120mmlength threaded at exposed end and fittedwith suitable nut and washer, and with 120x 120 x 14mm thick anchor plate welded onat other end, bolt cast into concrete stubcolumn base in exact positionCable sleeves:1350mm Diameter x 700mm long uPVCNo4.000.00sleeve cast in exact position in concretestub column.One layer of 250 micron 'Plastall GundleUSB Green' waterproof sheeting sealed atlaps with 'Gunplas Pressure SensitiveTape':14Under blinding.m233.620.00TOTAL - carried forward to section SUMMARYR0.00

&CPage &P&RCivil Works

CIVIL.9PAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 2CIVIL WORKSSECTION 2 : BILL NO. 8SUPPORT STEELNotes to Tenderers:The Tenderer is to allow in the pricing ofstructural steelwork for all steelwork to beerected plumb and to include for ALLnecessary steel packing pieces to achievesame.SABS 1200H.STRUCTURAL STEELWORKSABS 1200H.8.3.1.1Preparation of shop detail drawings:Prepare and submit to the Engineeracceptable shop detail drawings andsupporting calculations in terms of theproject specification.SABS 1200H.8.3.1.2Supply and fabrication of steelwork:Steelwork to be hot dipped galvanizedGrade 300W, as per the standardspecification, complete with all thenecessary cleats, brackets, gussets, packs,shop fasteners baseplates and the like,including cleaning of steelwork, shoppriming and loading ready for dispatch tosite and preparation of shop detaildrawings including delivery and off-loading on siteand erection of stell on site:1Structural steelworkkg107724.10.002Various "M" boltskg5446.40.00TOTAL - carried forward to section SUMMARYR0.00

&CPage &P&RCivil Works

CIVIL.10SECTION NO 2CIVIL WORKSSECTION 2 : BILL NO. 9SECURITY FENCING AND WALLING,INCLUDING SECURITY LIGHTINGNote : All galvanized bolts to include forre-threadingSupply, deliver and install new 1,83m highgalvanized diamond mesh 'safety fence'complete11,83m High galvanised wire fence,m30000.00comprising 64mm x 64mm x 2,5mmdiameter diamond mesh supported on andincluding 3 no. x 4mm diameter horizontalstraining wires, mesh strained with 10mmdiameter galvanized hook bolts, strainingwires strained with 100mm long x 10mmdiameter straining bolts, including allnecessary hot dipped galvanised steelangle section, corner, intermediate, gateposts and stays, base plates, etc., castingposts in and including 20MPa/19mmconcrete bases (refer detail on drawings),including excavation, backfilling anddisposing of surplus excavated material,concrete, formwork, etc., all as per requiredlayout (no overhang required):2Extra over 1,83m high fencing for 90 degreeNo120.00bend.3Extra over 1,83m high fencing for end.No120.004Extra over 1,83m high fencing for intersectionNo120.00with fencing.5Extra over 1,83m high fencing for 995mmNo30.00wide single-leaf Pedestrian gateincluding 40mm diameter hot dippedgalvanized steel tube framing, diamondmesh covering bound on with 2,5mmdiameter galvanized wire, lockingmechanism 3 no. hinges, etc completeBalance c/fR0.00Balance b/fR0.006Extra over 1,83m high fencing for 5m wideNo30.00double-leaf Vehicular access gateincluding 40mm diameter hot dippedgalvanized steel tube framing and crossbracing, diamond mesh covering bound onwith 2,5mm diameter galvanized wire,460mm long x 8mm diameter chain linkwelded on 3 no. hinges per leaf, 280mm longtower bolt and 100mm long x 20mmdiameter steel slot cast flush in top surfaceof concrete, etc completeTOTAL - carried forward to section SUMMARYR0.00

&CPage &P&RCivil Works

CIVIL.11PAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 2CIVIL WORKSSECTION 2 : BILL NO. 10WATER SUPPLY PIPING, INCLUDINGSABS 1200DB.EARTHWORKS (PIPE TRENCHES)SABS 1200DB.8.3.2aExcavate in all materials for trenches anduse for backfill, compact and dispose ofsurplus material:1Depth not exceeding 1m deepm390.00Excavations :9SABS 1200DB.8.3.2bExtra over pipe excavation for:less piping002SABS 1200DB.8.3.2b.1Intermediate excavation.m320.0003SABS 1200DB.8.3.2b.2Hard rock excavation.m320.00SABS 1200LB.BEDDING (PIPES)SABS 1200LB.8.2.2Provision of bedding from commercialsources:4SABS 1200LB.8.2.2.1aSelected granular material (Cradle).m30.000.005SABS 1200LB.8.2.2.1bSelected fill material (Blanket).m35.000.00SABS 1200L.MEDIUM PRESSURE PIPELINESSABS 1200L.8.2.1Supply, handle and lay Type IV, Class 6 HDPEwater supply piping, including joints, fittings,etc.:625mm Diameter pipe.m120.00750mm Diameter pipe.m30.00Balance c/fR0.00Balance b/fR0.00SABS 1200L.8.2.2Extra over 8.2.1 for the supplying, laying andbedding of specials, complete with couplings:825mm BendNo30.00925mm Tee pieceNo20.001050mm BendNo20.001150mm Tee pieceNo20.00SABS 1200L.8.2.3Extra over 8.2.1 for supplying, fixing andbedding of valves:1225mm Diameter isolating valve.No10.001350mm Diameter isolating valve.No10.00SABS 1200L.8.2.11Anchor / Thrust blocks:14SABS 1200L.8.2.11b20MPa/19mm concrete in anchor block.m310.0015Rough formwork to concrete.m210.00SABS 1200L.8.2.12Concrete casing:1620MPa/19mm concrete in encasing ofm310.0025mm diameter HDPE pipe.1720MPa/19mm concrete in encasing ofm300.0050mm diameter HDPE pipe.SABS 1200L.8.2.13Valve and hydrant chambers, etc.:18Brick walled valve chamber size 450 x 450No00.00x 500mm deep internally, includingexcavations, backfilling, carting awaysurplus excavated material, concrete baseand benching, concrete slab over and 450 x450mm hinged cast iron cover with a massof 11kg, etc., complete.Balance c/fR0.00Balance b/fR0.00SABS 1200LF.WATER TANK19SABS 1200LF.8.2.14500 Litre barrel type asbestos cement or PVC type water tank to for approval, securely mounted with copper straps and u-shaped holding down boltsNo10.00WATER TANK SUPPORT STRUCTURE20Steelwork to be hot dipped galvanized Grade 300W, as per the standard specification, complete with all the necessary cleats, brackets, gussets, packs, shop fasteners, baseplates, connection plates, anchor plates, holes, bolts, welding, etc., including cleaning of steelwork, shop priming and loading ready for dispatch to site and fixing on in position on siteNo.10.0021d) Supply 25mm isolating valve at the pump.No20.0022Supply and install water supply meter to suitNo10.0050mm diameter HDPE pipe complete.SABS 1200LF.8.2.6Supply and install stop taps complete withspecial fittings:2320mm Chrome plated hose bibtap, completeNo80.00with 20mm hose union, 1,0m long x 22mmdiameter galvanized mild steel standpipe,jointing to Class 6 HDPE pipe (elsewheremeasured), etc., complete.SABS 1200LF.8.2.8Markings or marker posts:241,0m High precast concrete marker pole,No100.00painted yellow, fixed firmly into ground.BOREHOLE25Provide the amount of R 10 000.00 ( TenItem10.00Thousand Rands) for testing, locatingand sinking of borehole, to enable constant waterwater supply on site, as required by theProject Manager, including pump andsuitable water purification system.26Allow for profit on above item.Item10.0027Allow for attendance on above item.Item10.00TOTAL - carried forward to section SUMMARYR0.00

&CPage &P&RCivil Works

CIVIL.12PAY REFERENCEDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 2CIVIL WORKSSECTION 2 : BILL NO. 11SEWERS, INCLUDING SEPTIC TANKSABS 1200DB.EARTHWORKS (PIPE TRENCHES)SABS 1200DB.8.3.2aExcavate in all materials for trenches anduse for backfill, compact and dispose ofsurplus material:1Depth not exceeding 1m deepm37.20.002Depth exceeding 1m and not exceeding 2mm300.00deep.SABS 1200DB.8.3.2bExtra over pipe excavation for:2SABS 1200DB.8.3.2b.1Intermediate excavation.m310.00Excavations :7.2less piping03SABS 1200DB.8.3.2b.2Hard rock excavation.m310.00-0.06838927.1316108SABS 1200LB.BEDDING (PIPES)SABS 1200LB.8.2.1Provision of bedding from excavations:4SABS 1200LB.8.2.1aSelected granular material (Cradle).m310.005SABS 1200LB.8.2.1bSelected fill material (Blanket).m320.00SABS 1200LB.8.2.2Provision of bedding from commercialsources:6SABS 1200LB.8.2.2.1aSelected granular material (Cradle).m310.007SABS 1200LB.8.2.2.1bSelected fill material (Blanket).m340.00SABS 1200LD.SEWERSSABS 1200LD.8.2.1Supply, handle and lay Class 12 uPVCsewer and waste piping, including joints,fittings, etc.:850mm Diameter pipe.m00.009110mm Diameter pipe.m7.20.00Balance c/fR0.00Balance b/fR0.00Manholes:SABS 1200LD.8.2.3Brick manhole size 940 x 940mm internally,as detailed on drawing 0.54/390 sheet 1,complete with concrete slab over, stepirons, concrete benching and base,excavations, backfilling, carting away ofsurplus excavated material, etc., SABS 558Type 4 medium duty manhole cover andframe:10Manhole with inlets for 2 no. x 160mmNo00.00diameter uPVC pipes (pipes elsewheremeasured), depth to invert not exceeding 1m.11Extra over manhole for variation in depth ofm00.00manhole from standard depth.Encasing of pipes in concrete:12SABS 1200LD.8.2.720MPa/19mm concrete in encasing ofm300.00160mm diameter uPVC pipe, includingformwork, etc.Sundries:SABS 1200LD.8.2.13Septic tank complete with covers andframes, etc.:13Calcamite bio-mite sewer treatment plant,No0.00comprising septic tank chamber, size 5mlong x 2m wide x 2m deep overall, inlets for2 no. x 110mm diameter and outlet for 1 no.x 50mm diameter uPVC pipes (pipeselsewhere measured), including 1500 litrecalcamite biological reactor plant, pumpingchamber / chlorinator, blower, all associatedelectrical supply, excavations, bedding withselected imported material, backfilling andcompacting with selected excavatedmaterial, carting away of surplus excavatedmaterial, etc., completeTOTAL - carried forward to section SUMMARYR0.00

&CPage &P&RCivil Works

Summ.CIVILSSECTION NO 2CIVIL WORKSSECTION SUMMARYBill No.DescriptionAmount1Bulk Earthworks, Landscaping, etc.0.002Access and Terrace Roads0.003Base Foundations to 132kV Yard0.004Drainage0.005Transformer Plinths (In No. 2)0.006General Transformer (In No.2)0.007Cable Trenches, Ducts, Junctions and Ramps0.008Light Masts and Foundations0.009Support Steel0.0010Security Fencing and Walling, including Security Lighting0.0011Water Supply Piping, including Storage Tank0.0012Sewers, including Septic Tank0.00TOTAL - carried forward to FINAL SUMMARYR0.00

&R&9Vuyani Substation&CPage &P&RSummary : Civils

132kV Control buildingDESCRIPTIONUNITQTYAMOUNTSECTION NO 3BUILDING WORKSSECTION 3 : BILL NO. 1CONTROL BUILDING (33 KV YARD)EARTHWORKS (PROVISIONAL)SUPPLEMENTARY PREAMBLESDescriptions of carting away of excavated material shall bedeemed to include loading excavated material onto trucksdirectly from the excavations or, alternatively, from stock pilessituated on the building siteEXCAVATION, FILLING, ETC.Excavation in earth not exceeding 2m deep:1Reduced levels under floorsm30.002Trenchesm30.003For holes (columns)m30.00Extra over trench and hole excavations in earth forexcavation in:4Soft rockm30.005Hard rockm30.00Extra over all excavations for carting away to a disposalsite complying with environmental regulations:6Surplus material from excavations and/or stock piles on site tom30.00spoil area located by the contractorRisk of collapse of excavations:7Sides of trench and hole excavations not exceeding 1,5m deepm20.00Keeping excavations free of water:8Keeping excavations free of waterItem0.00Earth filling obtained from the excavations:9Under floors, steps, pavings, etc and well compacted in layersm30.00not exceeding 150mm thick10Backfilling to trenches, holes, etc., and compacted in layersm30.00not exceeding 150mm thick to 95% Mod AASHTO densityBalance c/fR0.00Balance b/fR0.00Earth filling obtained from commercial sources:11Filling with approved material supplied and carted onto sitem30.00by the Contractor, under floors and well compacted in layersnot exceeding 150mm thickSoil insecticide:12Under floors, etc., including forming and poisoning shallowm20.00furrows against foundation walls etc, filling in furrows andramming.13To bottoms and sides of trenches, etc.m20.00SECTION 3 : BILL NO.1CONCRETE, FORMWORK AND REINFORCEMENTSUPPLEMENTARY PREAMBLESCost of testsThe costs of making, storing and testing of concrete test cubesas required under clause 7 "Tests" of SABS 1200 G shallinclude the cost of providing cube moulds necessary for thepurpose, for testing costs and for submitting reports on thetests to the architect. The testing shall be undertaken by anindependent firm or institution nominated by the contractor tothe approval of the architect. (Test cubes are measuredseparately)UNREINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACES10MPa/19mm concrete:14Blinding to ground beams andm30.0015Columnsm30.00Balance c/f0.00Balance b/f0.00REINFORCED CONCRETE25MPa/19mm concrete:16Trenchesm30.0017Rampsm30.0018Columnsm30.0019Ring beamm30.00TEST BLOCKS20Making and testing 150 x 150 x 150mm concrete strength testNo0.00cube (Provisional)ROUGH FORMWORK (DEGREE OF ACCURACY II)Rough formwork to sides and soffits:Trenchesm20.00Rampm20.00Columnsm20.00SMOOTH FORMWORK (DEGREE OF ACCURACY II)Smooth formwork to sides:21Columnm20.0022Ring beamm20.00REINFORCEMENTReinforcement to structural concrete work:23All diameter barsKg0.00Balance c/f0.00Balance b/f0.00SECTION 3 : BILL NO.1MASONRY ( Brickwork )SUPPLEMENTARY PREAMBLESBRICKWORKSizes in descriptionsWhere sizes in descriptions are given in brick units, "one brick"shall represent the length and "half brick" the width of a brickPointingDescriptions of recessed pointing to fair face brickwork andface brickwork shall be deemed to include square recessed,hollow recessed, weathered pointing, etcFOUNDATIONS (PROVISIONAL)Brickwork of NFP bricks in class II mortar:24450mm solid brick wallm20.0025300mm Solid brick wallm20.00SUPERSTRUCTUREBrickwork of NFP bricks in class II mortar:26200mm brick wallsm20.00BRICKWORK SUNDRIESFoam filler to firewall:27Seal joint between top of one brick wall and roof tiles withm0.00approved foam filler to prevent the escape of hydrogen gasses.Brickwork reinforcement:28150mm Wide reinforcement built in horizontallym0.00Prestressed fabricated lintels:29150 x 150mm Lintels in lengths not exceeding 3mm0.00Galvanised hoop iron cramps, ties, etc.:3030 x 1,6mm Roof tie 1,5m long with one end fixed to timberNo0.00and other end built into brickworkSECTION 3 : BILL NO.1WATERPROOFINGDAMP-PROOFING OF WALLS AND FLOORSOne layer of 375 micron "Plastall Gundle Brikgrip DPC"embossed damp proof course:31In wallsm20.00One layer of 250 micron "Plastall Gundle USB Green"waterproof sheeting sealed at laps with "Gunplas PressureSensitive Tape":32Under surface bedsm20.00Balance c/f0.00Balance b/f0.00SECTION 3 : BILL NO. 1ROOF COVERINGS, ETC.IBR Sheeting0.6mm Thick IBR Polythene Roof Sheeting to include head andside wall flashing, closures, washers and screws. To be fixed andlaid strictly in accordance with the manufacturer's specifications.Sheeting to be painted per clients required colour33Roof covering with not exceeding 50 degrees pitchm20.0034231 x 154mm fascia flashing.m0.00ROOF INSULATION"Sol-Thermo Loft International Roofmate H/D 250-40mm"insulation with aluminium foil to underside and plastic totop :35Insulation laid taut over rafters (at approximately 600mmm20.00centres) and fixed concurrent with tiling battens, purlins, etcSECTION 3 : BILL NO. 1CARPENTRY AND JOINERYSUPPLEMENTARY PREAMBLESParticle board:Particle board shall comply with the following specifications:a) SABS 1300 Particle board: exterior and flooring typeb) SABS 1301 Particle board: interior typeJoinery:Descriptions of frames shall be deemed to include frames,transomes, mullions, rails, etcDescriptions of hardwood joinery shall be deemed to includepelleting of bolt holesFixingItems described as "nailed" shall be deemed to be fixed withhardened steel nails or shot pins to brickwork or concreteBalance c/f0.00Balance b/f0.00KEY CABINET36Glazed timber framed and backed, key cabinet size 1400mmNo0.00wide x 1000mm high x 100mm deep mounted to plasteredbrick wall, with top of cabinet fixed at 2m above finished floorlevel, including all ironmongery, etc., complete370.6 x 1.2 long cupboard formed off 16mm "Bisonlam" white melamine faced particle board in carcass and shelving with PVC edging strips to all exposed edges, complete with 18mm doors and 150mm long chrome decorative handles, the top to be 32mm thick "Formica" in tan leather stone colour with cutout for preparation bowlNo0.00SECTION 3 : BILL NO.1CEILINGS, PARTITIONS AND ACCESS FLOORINGCEILINGS, ETC.6,4mm Gypsum plasterboard with H-type pressed steeljointing strips :38Ceilings in 1200mm sheets including 38 x 38mm sawnm20.00softwood brandering at 400mm centres39Extra over ceiling for 610 x 610mm trap door of 50 x 76mmNo0.00wrought softwood rebated framing with one 38 x 38mm sawnsoftwood cross brander covered with ceiling board and fittedflush in openingMoulded cornices:4075mm Gypsum coved cornicem0.00ACCESS FLOORING41Supply and install access floor system to system approval.m20.00Panels to be 600 x 600mm snap-on stringer systemcapable of supporting a design load of 7,2KN/m2. Thepanels are to be covered with high pressure 3,2mmlaminate:Balance c/f0.00Balance b/f0.00SECTION 3 : BILL NO. 1IRONMONGERYSUPPLEMENTARY PREAMBLESFinishes to ironmongeryWhere 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 SandedHINGES, BOLTS, ETC.DOOR CLOSERS"Yale":42Standard duty overhead door closerNo0.00Balance c/f0.00Balance b/f0.00SECTION 3 : BILL NO. 1STRUCTURAL STEELWORKThe Tenderer is to allow in the pricing ofstructural steelwork for all steelwork to beerected plumb and to include for ALLnecessary steel packing pieces to achievesame.Steelwork to be hot dipped galvanizedGrade 300W, as per the standardspecification, complete with all thenecessary cleats, brackets, gussets, packs,shop fasteners baseplates and the like,including cleaning of steelwork, shoppriming and loading ready for dispatch tosite and preparation of shop detaildrawings:The following is applicable in respect of roof trusses:Trusses are at maximum 4000mm centresRoof covering is IBR roof sheeting.ROOFS, ETC .Truss43Roof construction to double pitched roofNo.0.00approximately 15m x 2.06m high overall at 4m centers, includingtop and bottom chords, permanent bracing, bolts, gussets and38 x 38mm battens fixed over underlay (underlay elsewhere)SECTION 3 : BILL NO. 1METALWORKSUPPLEMENTARY PREAMBLESBalance c/f0.00Balance b/f0.00PRESSED STEEL DOOR AND FRAME44Door and frame manufactured from 2mm thick pre-galvanisedNo0.00mild steel sheet, 1490mm wide x 2800mm high overallincluding all ironmongery45Door and frame manufactured from 2mm thick pre-galvanisedNo0.00mild steel sheet, 1090mm wide x 2090mm high overallincluding all ironmongery46Door and frame manufactured from 2mm thick pre-galvanisedNo0.00mild steel sheet, 900mm wide x 2090mm high overallincluding all ironmongerySTEEL WINDOWSSteel windows with top hung opening sections andbrown anodised finish, all as per AAAMSA specifications and:all glazing to be done according to the National BuildingRegulations - Part N:47Window W1 size 1200 x 1500mm high with 4mm clear floatNo0.00glass48Window WF size 900 x 3700mm high with 4mm clear floatNo0.00glass49Window V size 600 x 900mm high with 4mm obscure glassNo0.00Balance c/f0.00Balance b/f0.00SECTION 3 : BILL NO. 1PLASTERINGSCREEDSScreeds on concrete1:4 Cement plaster screeds steel trowelled on concrete :5025mm Thick on floors and landingsm20.00INTERNAL PLASTERCement plaster 1:5 wood floated on brickwork :51On wallsm20.00DIVIDING STRIPS, ETC.5250 x 3mm Flat section brass dividing strips between differentm0.00floor finishesEXTERNAL PLASTERCement plaster 1:5 wood floated on brickwork :53On wallsm20.00COVER STRIPS, ETC.5450 x 50 x 3mm Angle section cast into floor of cable trench tom0.00split cables.Balance c/f0.00Balance b/f0.00SECTION 3 : BILL NO. 1TILINGSUPPLEMENTARY PREAMBLESDescriptionsUnless described as "fixed with adhesive to plaster (plasterelsewhere)" descriptions of tiling on brick or concrete walls,columns, etc shall be deemed to include 1:4 cement plasterbacking and descriptions of tiling on concrete floors etc shallbe deemed to include 1:3 plaster beddingFLOOR TILING350 x 350 non-slip tiles , fixed with adhesive55On floors and landings to fallsm20.00SECTION 3 : BILL NO. 1PLUMBING AND DRAINAGE (PROVISIONAL)SUPPLEMENTARY PREAMBLESuPVC pipes and fittings:Soil, waste and vent pipes and fittings shall be solvent weldjointeduPVC pressure pipes and fittings:Pipes for water supply shall be of the class statedPipes of 40mm diameter and smaller shall be plain ended withsolvent welded uPVC loose sockets and fittingsPipes of 50mm diameter and greater shall have sockets andspigots with push in type integral rubber ring joints. Bends shallbe uPVC and all other fittings shall be cast iron, all with similarpush-in type jointsCopper pipes:Pipes shall be hard drawn and half-hard pipes of the classstated. Class 0 (thin walled hard drawn) pipes shall not bebent. Class 1 (thin walled half-hard), class 2 (half-hard) andclass 3 (heavy walled half-hard) pipes shall only be bent withbenders with inner and outer formers. Fittings to copper waste,vent and anti-syphon pipes, capillary solder fittings andcompression fittings shall be "Cobra Watertech" type. Capillarysolder fittings shall comply with ISO 2016. Only compressionfittings shall be used in walls or in groundBalance c/f0.00Balance b/f0.00DRAINAGEPIPING, ETC.Rigid PVC drainage pipes:56100mm Pipe (No excavation)m0.0057100mm Pipes laid in and including trenches not exceedingm0.001m deepExtra over rigid uPVC pipes for fittings:58100 mm BendNo0.0059100 mm Bend with cleaning eyeNo0.0060Extra over rigid PVC waste pipes for fittings:61100 mm Pan connectorNo0.006250 mm Bend with cleaning eyeNo0.0063100 mm Bend with cleaning eyeNo0.006450 mm Junction with cleaning eyeNo0.00Sundries:65Testing drainage pipe systemItem0.00WATER SUPPLIESMegapipe: HDPE (high density polyethylene) Type 6 SABS :6625mm Pipes laid in and including trenches not exceeding 1mm0.00deep, including all fittings, etc.6775mm Pipes laid in and including trenches not exceeding 1mm0.00deep, including all fittings, etc.Balance c/f0.00Balance b/f0.00Pipe encasing :68Encase pipe in concrete including all necessary formworkm30.00Sundries :69100mm PVC cleaning eye, including 300 mm x 300 mm castNo0.00iron cover and frame, laid in ground70Splay cut end to 38 mm PVC pipeNo0.0071Splay cut end to 50 mm PVC pipeNo0.0072Test water supply pipe systemItem0.00GULLEYS, ETC.Precast concrete :73100 mm Gulley not exceeding 1,0 m deep to invert, fitted with aNo0.00galvanised cast iron hinged grating, frame and P-trap, etc.,completeSANITARY FITTINGS"Vaal" :74White vitreous china close coupled WC suite, complete withNo0.00P-trap, 9 litre low level cistern and flushpipe and "Hart CelmacA" double flap heavy duty white plastic seat75455 x 290mm White vitreous china wash hand basin withNo0.00one taphole configuration, complete with waste, grid, plug andchain supported on a full universal floor mounted pedestaland "Cobra Stella" basin mixerELECTRIC HOT WATER GEYSERS50 Litre horizontal type high pressure electric geyser with vacuumNo0.00breaker and masterflow valve. Provide suitable overflow.TRAPS, ETC.7640 mm rubber P-trapNo0.00"Cobra" or other approved type :TAPS, ETC.Copper :7715 mm Service pipe 380mm girth with two brass cap nutsNo0.00Chromium-plated :78"Cobra" (232/350) 15 mm angle regulating valveNo0.007915 mm "Star" No 136 stopcockNo0.0080"Cobra" No 136 22 mm compression type underwall stoptapNo0.008115 mm "Star" No 166/041 sink mixer and swivel outletNo0.00Balance c/f0.00Balance b/f0.00Brass :8250 mm Gate valveNo0.00FIRE SERVICEApproved Type :839 kg Dry chemical fire extinguisher including 100mm x 450mmx 25mm polished hardwood back board with chamferededges, fixed to brickworkNo0.00SLEEVESPVC pipes :Pipes 160 mm diameter exceeding 4,5 m and not exceeding845 m long, once bent using a long radius bend and laid belowsurface bed with both ends sealed with fill, on completion ofNo0.00cablingPipes 160 mm diameter exceeding 8 m and not exceeding8,5 m long, once bent using a long radius bend and laid below85surface bed with both ends sealed with fill, on completion ofNo0.00cablingSECTION 3 : BILL NO. 1ELECTRICAL WORKBUDGETARY ALLOWANCE86Provide the budgetary amount of R50 000.00 (FiftyThousand Rand Only) for the Electrical Installation complete.Item0.00Balance c/f0.00Balance b/f0.00SECTION 3 : BILL NO. 1MECHANICAL WORKMECHANICAL WORKBUDGETARY ALLOWANCE87Provide the budgetary amount of R10 000.00 (Ten ThousandItem0.00Rand) for the Air Conditioning / MechanicalVentilation Installation complete.SECTION 3 : BILL NO. 1PAINTWORKPAINTWORK, ETC., TO NEW WORKON FLOATED PLASTEROne coat alkali resistant primer and two coats "Dulux Wash'n Wear" acrylic emulsion paint:88On internal wallsm20.0089On external wallsm20.0090ON PLASTERBOARDm20.00One coat sealer and two coats "Dulux Wash 'n Wear"acrylic emulsion paint:On ceilings and cornices91ON FIBRE-CEMENTm20.00One coat primer and two coats "Plascon Wall 'n All" acrylicpaint:On fascias and barge boards92m20.00Balance c/f0.00Balance b/f0.00ON METALSpot priming defects in pre primed surfaces with zincchromate primer and applying one undercoat and twocoats "Dulux Silthane Silk" polyurethane enamel (colourFawn) paint on steel:On doors and frames93One coat calcium plumbate primer, one undercoat and twom20.00coats "Plascon Wall 'n All" alkyd enamel paint ongalvanised steel:TOTAL - carried forward to FINAL SUMMARY0.00

&R&9Vuyani Substation&CPage &P&RControl Building (132kV)

Guard houseDESCRIPTIONUNITQTYRATEAMOUNTSECTION NO 3BUILDING WORKSSECTION 3 : BILL NO. 2GUARD HOUSE (33kV YARD)EARTHWORKS (PROVISIONAL)SUPPLEMENTARY PREAMBLESCarting away of excavated materialDescriptions of carting away of excavated material shall bedeemed to include loading excavated material onto trucksdirectly from the excavations or, alternatively, from stock pilessituated on the building siteEXCAVATION, FILLING, ETC.Excavation in earth not exceeding 2m deep:1Trenchesm35.820.00Extra over trench and hole excavations in earth forexcavation in:2Soft rockm31.660.003Hard rockm30.830.00Extra over all excavations for carting away to a disposalsite complying with environmental regulations:4Surplus material from excavations and/or stock piles on site tom34.200.00spoil area located by the contractorEarth filling obtained from the excavations:5Under floors, steps, pavings, etc and well compacted in layersm32.300.00not exceeding 150mm thickBalance c/fR0.00Balance b/fR0.00Earth filling obtained from commercial sources:6Filling with approved material supplied and carted onto sitem30.000.00by the Contractor, under floors and well compacted in layersnot exceeding 150mm thickSoil insecticide:7Under floors, etc., including forming and poisoning shallowm215.360.00furrows against foundation walls etc, filling in furrows andramming.8To bottoms and sides of trenches, etc.m232.010.00SECTION 3 : BILL NO. 2CONCRETE, FORMWORK AND REINFORCEMENTSUPPLEMENTARY PREAMBLESCost of testsThe costs of making, storing and testing of concrete test cubesas required under clause 7 "Tests" of SABS 1200 G shallinclude the cost of providing cube moulds necessary for thepurpose, for testing costs and for submitting reports on thetests to the architect. The testing shall be undertaken by anindependent firm or institution nominated by the contractor tothe approval of the architect. (Test cubes are measuredseparately)UNREINFORCED CONCRETE CAST AGAINSTEXCAVATED SURFACES10MPa/19mm concrete:9Blinding to strip footingsm30.580.00REINFORCED CONCRETE25MPa/19mm concrete:10Strip footingsm32.680.00Balance c/fR0.00Balance b/fR0.00REINFORCEMENTFabric reinforcement:11Type 395 fabric reinforcement in concrete surface beds, slabs,m215.360.00etc.SECTION3 : BILL NO. 2MASONRYSUPPLEMENTARY PREAMBLESBRICKWORKSizes in descriptionsWhere sizes in descriptions are given in brick units, "one brick"shall represent the length and "half brick" the width of a brickPointingDescriptions of recessed pointing to fair face brickwork andface brickwork shall be deemed to include square recessed,hollow recessed, weathered pointing, etcFOUNDATIONS (PROVISIONAL)Brickwork of NFX bricks in class II mortar:12Half brick wallsm20.940.0013One brick wall.m24.000.00Balance c/fR0.00Balance b/fR0.00SUPERSTRUCTUREBrickwork of NFX bricks in class II mortar:14Half brick wallsm211.840.0015One brick wallsm250.240.00BRICKWORK SUNDRIESBrickwork reinforcement:1675mm Wide reinforcement built in horizontallym25.900.0017150mm Wide reinforcement built in horizontallym109.900.00Prestressed fabricated lintels:18100 x 70mm Lintels in lengths not exceeding 3mm3.250.00Galvanised hoop iron cramps, ties, etc.:1930 x 1,6mm Roof tie 1,5m long with one end fixed to timberNo6.000.00and other end built into brickworkSECTION 3 : BILL NO.2WATERPROOFINGDAMP-PROOFING OF WALLS AND FLOORSOne layer of 375 micron "Plastall Gundle Brikgrip DPC"embossed damp proof course:20In wallsm23.610.00One layer of 250 micron "Plastall Gundle USB Green"waterproof sheeting sealed at laps with "Gunplas PressureSensitive Tape":21Under surface bedsm215.360.00SECTION 3: BILL NO. 2ROOF COVERINGS, ETC.IBR Sheeting0.6mm Thick IBR Polythene Roof Sheeting to include head andside wall flashing, closures, washers and screws. To be fixed andlaid strictly in accordance with the manufacturer's specifications.Sheeting to be painted per clients required colour22Roof covering with not exceeding 50 degrees pitchm220.000.00Balance c/fR0.00Balance b/fR0.00SECTION 3 : BILL NO. 2CARPENTRY AND JOINERYDOORS, ETC.Wrought meranti doors hung to timber frames (elsewheremeasured):2344mm Framed ledged and braced batten door 813 x 2032mmNo2.000.00high of 44 x 150mm top rail and stiles, 16 x 110mm middleledge and braces and 22 x 220mm bottom ledge filled in oneside with 19mm V-jointed one side boarding and covered onother side with 6mm plywood with sapele veneer let into andincluding rebates all roundBalance c/fR0.00Balance b/fR0.00SECTION 3 : BILL NO. 2IRONMONGERYSUPPLEMENTARY PREAMBLESFinishes to ironmongeryWhere 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 SandedLOCKS"Union" :24Oval double cylinder upright lock stainless steel with chromeNo2.000.00cylinder L-2241-78SS/2x13PL with brass Protea handle forcylinder lock CB612-13-PLWeatherstrips :25Weatherguard sealing strip fixed to bottom of 813 mm wideNo1.000.00single doorBalance c/fR0.00Balance b/fR0.00SECTION 3 : BILL NO.2STEELWORKSUPPLEMENTARY PREAMBLESDescriptionsDescriptions of bolts shall be deemed to include nuts andwashersDescriptions of expansion anchors and bolts and chemicalanchors and bolts shall be deemed to include nuts, washersand mortices in brickwork or concreteMetalwork described as" holed for bolt(s)" shall be deemed toexclude the bolts unless otherwise describedPRESSED ROOF TRUSSESROOFS, ETC.The following is applicable in respect of roof trusses:Trusses are at maximum 3000mm centresTrusses:26Roof construction to double pitched roofNo.3.000.00approximately 4.15 x 2.06m high overall at 4m centers, includingtop and bottom chords, permanent bracing, bolts, gussets and38 x 38mm battens fixed over underlay (underlay elsewhere)PRESSED STEEL DOOR FRAME1,6mm Rebated frames suitable for half walls27Frame for door 813 x 2032mm highNo2.000.00SUNDRY GALVANIZED STEELWORKSTEEL WINDOWSSteel windows with top hung opening sections andbrown anodised finish, all as per AAAMSA specifications and:all glazing to be done according to the National BuildingRegulations - Part N:28Window V size 600 x 900mm high with 4mm obscure glassNo1.000.0029Window W1 size 1200 x 1500mm high with 4mm clear floatNo3.000.00glassBalance c/fR0.00Balance b/fR0.00SECTION 3 : BILL NO. 2PLASTERINGSCREEDSScreeds on concrete1:4 Cement plaster screeds steel trowelled on concrete :3025mm Thick on floors and landingsm215.480.00INTERNAL PLASTERCement plaster 1:5 wood floated on brickwork :31On wallsm257.750.00EXTERNAL PLASTERScratch woodfloat plaster bonded to wall with chickenmeshtightly spanned and fixed to wall:3230mm Thick on wallsm250.240.00DIVIDING STRIPS, ETC.3350 x 3mm Flat section brass dividing strips between differentm1.000.00floor finishesBalance c/fR0.00Balance b/fR0.00SECTION 3 : BILL NO. 2TILINGSUPPLEMENTARY PREAMBLESDescriptionsUnless described as "fixed with adhesive to plaster (plasterelsewhere)" descriptions of tiling on brick or concrete walls,columns, etc shall be deemed to include 1:4 cement plasterbacking and descriptions of tiling on concrete floors etc shallbe deemed to include 1:3 plaster beddingFLOOR350 x 350 non-slip tiles , fixed with adhesive34On floors and landings to fallsm215.360.00Balance c/fR0.00Balance b/fR0.00DRAINAGEPIPING, ETC.Rigid PVC drainage pipes:34100mm Pipe (No excavation)m1.000.0035100mm Pipes laid in and including trenches not exceedingm3.000.001m deepExtra over rigid uPVC pipes for fittings:36100 mm BendNo3.000.0037100 mm Bend with cleaning eyeNo1.000.00Rigid PVC waste pipes:3850 mm Pipem4.000.0039100 mm Pipem5.000.00Sundries:40Testing drainage pipe systemItem1.000.00WATER SUPPLIESMegapipe: HDPE (high density polyethylene) Type 6 SABS :4125mm Pipes laid in and including trenches not exceeding 1mm8.000.00deep, including all fittings, etc.4250mm Pipes laid in and including trenches not exceeding 1mm3.000.00deep, including all fittings, etc.Sundries :43100mm PVC cleaning eye, including 300 mm x 300 mm castNo1.000.00iron cover and frame, laid in ground44Test water supply pipe systemItem1.000.00SANITARY FITTINGS"Vaal" :45White vitreous china close coupled WC suite, complete withNo1.000.00P-trap, 9 litre low level cistern and flushpipe and "Hart CelmacA" double flap heavy duty white plastic seatBalance c/fR0.00Balance b/fR0.004632mm x 38 mm "Cobra" (350) CP bottle trapNo1.000.00TAPS, ETC.Copper :4715 mm Service pipe 380 mm girth with two brass cap nutsNo1.000.00Chromium-plated :48"Cobra" 15 mm angle regulating valveNo1.000.00Cobra" type :4950mm No 128 StopcockNo1.000.00FIRE SERVICEApproved Type :509 kg Dry chemical fire extinguisher including 100mm x 450mmNo1.000.00x 25mm polished hardwood back board with chamferededges, fixed to brickworkBalance c/fR0.00Balance b/fR0.00SECTION 3 : BILL NO. 2PAINTWORKPAINTWORK, ETC., TO NEW WORKON INTERNAL PLASTEROne coat alkali resistant primer and two coats "Dulux Wash'n Wear" acrylic emulsion paint:51On internal wallsm257.750.00ON EXTERNAL PLASTER52On external wallsm250.240.00ON FIBRE-CEMENTOne coat primer and two coats "Plascon Wall 'n All" acrylicpaint:53On fascias and barge boardsm215.700.00ON METALSpot priming defects in pre primed surfaces with zincchromate primer and apply one undercoat and two finishingcoats "Dulux Silthane Silk" polyurethane enamel (colourFawn) paint on steel:54On security gates (both side measured flat)m23.300.0055On door framesm23.300.00ON WOODTwo coats polyurethane varnish:56On doorsm26.600.00One coat wood primer and two coats "Plascon Velvaglo" paint:57On skirtings not exceeding 300mm girth, painted before fixingm23.100.00in positionTOTAL - carried forward to FINAL SUMMARYR0.00

&R&9Vuyani Substation&CPage &P&RAccess Control Building

PRKG, PVNGDESCRIPTIONUNITRATEAMOUNTSECTION NO 3BUILDING WORKS - EXTERNAL WORKSSECTION 3 : BILL NO. 3PAVING SURROUNDING CONTROL BUILDINGSPRECAST CONCRETE180mm Thick 25MPa precast concrete interlocking block pavingm20.00of 220 x 97mm grey paving blocks in herringbone pattern inaccordance with SABS Spec.1058 and laid to falls on sandlayer (elsewhere) with joints filled with sand and vibrated,including all straight cutting.2Extra for edge blocksm0.00TOTAL - carried forward to FINAL SUMMARYR0.00

&R&9Vuyani Substation&CPage &P&RParking and Paving

SUMMARYFINAL SUMMARYSectionDescriptionPage No.Amount1Preliminary and General70.002Civil Works1430.003Control Building (132kV Yard)1830.008Access Control Building2930.0010Parking and Paving3010.00Sub-Total0.00Value Added Tax (14%)14%0.00TOTAL TENDER PRICE (Including VAT)0.00

&R&9Vuyani Substation&CPage 302&RFinal Summary

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