SECTION 3: EXTERNAL WORK

GENERAL EARTH WORKS (PROVISIONAL)
---------------------
2135m2
Clearareaofsiteofallrubbish,debris,vegetation, hedges,shrubsandtreesnotexceeding200mmgirth, bush,etc.,includingreclearingofanysubsequent vegetationgrowthduringthecontractperiodas considerednecessarybytheRepresentativeand removingallmaterialfromsite,Asitem1page124
1
3No Indigenoustreeexceeding200mmandnotexceeding 500mmgirth
2
Taking out and removing, grubbing up roots and filling in holes
3
4
-150-
SiteworksandPaving(Provisional) BillNo.1 SectionNo.3
RUBIQUANT QUANTITY SURVEYORS
810m3
150mmlayersofG5Materialandcompactedto95% Mod,TheG5shouldbetheformofasugardolerite, decomposedgraniteordecomposedsandstone
6
Earth filling supplied by the contractor compacted to 95% Mod AASHTO density
771m3
150mmlayersofG7Materialandcompactedto95% Mod,TheG7shouldbetheformofasugardolerite, decomposedgraniteordecomposedsandstone
7
427m3
Stabilisationofsub-baseorin-situmaterialwithequal partsofOrdinaryPortlandCementandroadlime,evenly workedintofillingmaterial,includingwettingandcuring tothesatisfactionoftheEngineer.
8
2135m2
Compactionofgroundsurfaceunderpavings,roads, etc.includingscarifyingforadepthof150mm,breaking downoversizematerial,addingsuitablematerialwhere necessaryandcompactingto93%ModAASHTO densityand100%ModAASHTOforsand.
9
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WEED KILLER
Approved weed killer in strict accordance with manufacturers instructions
PavingtobelaidinaccordancewithSABS1200MJ, SABS1058andtheConcreteMasonryAssociation's specifications
PAVING
413m2Pavinginherringbonebondpatterntofalls12
Paving of 50 mm clay paving bricks of approved colour with butt joints on 20 mm thick river sand bed (elsewhere measured)
351mExtraoverforstraightedgeblocks13
2135m2Pavinginstretcherbondtofalls14
Paving of 80 mm concrete paving bricks of approved colour with butt joints on 20 mm thick river sand bed (elsewhere measured)
PRECAST KERBS
670m
Kerb(SABS927fig6)with45x125mmunreinforced concretefooting,250x250mmtriangularconcrete haunchingatbackofeachjointand300x150mm concreteinfillinfrontwithcementgroutedjoints, includingexcavation,backfilling,etc.
15
Precase concrete finished smooth on exposed surfaces including bedding, cutting and pointing:
62m
Ditto,Kerb(SABS927fig6)butcircularonplannot exceeding4mradiusformedwithshortlengthsof straightkerb.
16
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REPAIR AND RENOVATIONS
BERGVILLE MAGISTRATE OFFICE
Roadsignsandroadmarkingsshallconformtothe requirementsgivenintheSouthAfricanRoadTraffic ManualandrelevantSABSspecifications.
Theratetenderedforroadsignsshallcoverthecostof suplyinganderectingthecompletedsignboardsupports, face,frameandfixingbracketsandshallincludethe costforprovidingretro-reflectivebackgrounds,symbols, characters,legendsandbordersofthetypespecifiedin theSouthAfricanRoadTrafficManual.Thetendered rateshallincludeforexcavations,backfillingand concretingofsignsupports.
RETRO-REFLECTIVE ROAD SIGNS, ETC.
3No
900mmDiameterregulation"DISABLEDPARKING SYMBOL"sign(R323)inaccordancewithS.A.B.S. standardfittedandfixedoncreosotedpole,2700mm highbeddedin450x450x600mmdeepconcrete footing,includedallnecessaryexcavation,etc.
17
278m
20MPaConcreteopensurfacestormwaterchannel1 000mmwideand85mmthickwithV-shapechannel1 000mmwideand75mmdeepextremeformedinsame, finishedsmoothonexposedfaceswithanglesslightly rounded,laidtofallsinlengthsnotexceeding2m, jointedin3:1cementmortarincludingexcavations, necessaryformworkincluding150mmdeepselected fillingunderneathandcompactingtoadensityof93%of theMod.AASHTOMaximumdensity
18
Stormwater channels, V drains
333m2 Type193fabricreinforcementinconcretesurfacebeds, slabs,etc.
19
18No Extraover1000mmwidechannelforangles, intersections,ends,dressingintosidesofcatchpits,etc.
20
3No
Triangularshapedstormwaterchanneloutlet1mwideat head,1.5mwideatbaseand1mlongatsidesformedof 85mmthickconcreteV-shapedbaseincludingall excavations,formworkandsix150x150mmbroken bricksorstonesprotruding150mmhighatbaseofthe spillbasin
21
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1No
110mmuPVCgulleycompletewithandincluding380x 380x170mmprecastconcretegulleysurroundon 75mmClassCconcretebaseabdfittedwith187mm diameteruPVCgrating.
22
GULLIES
Sumps, catchpits, inspection chambers, etc (gratings and covers elsewhere):
1No600x600x60kgDishedcastirongratingsetinmortar23
Gratings, covers, etc:
The following in soakaways, french drains, etc:
3m3Unreinforcedconcrete15Mpainbase.25
4m2150mmThickconcreteblockwall.26
3m3Selectedrubblefilling.27
28
12m2 Riskofcollapsetosidesofsoakawayexcavationsnot exceeding1,5mdeep.
29
2m3
Extraoversoakawayexcavationsforcartingaway surplusmaterialfromexcavationstoadumpingsiteto belocatedbythecontractor.
30
2m3 Earthfillingobtainedfromexcavationsorstockpileson sitecompactedto93%backfilledtosoakways.
31
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The following in aprons
16m3Unreinforcedconcrete(20MPa)inapronslab33
109m2 Type193fabricreinforcementinconcretesurfacebeds, slabs,etc.
34
91mHalfroundedangleonedgeofconcreteaprons.36
182m Roughformworktoedgeofconcretenotexceeding 300mmhigh.
37
9m
10mmExpansionjointsof10mmJointexfillerboard betweenverticalconcretesurfacesnotexceeding 300mmhigh.
38
91m Ditto,betweenverticalconcretesurfacesandbrickwork surfacesnotexceeding300mmhigh
39
100m
Rakeoutsoftboard25mmdeepandsealexpansion joints"Thioflex600"polysulphidesealingcompound includingbackingcord,bondbreaker,primer,etc,in aprons.
40
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2No
8,85mmHighflagpolecomprising130mmand60mm outsidediameteraluminiumtubingtaperedbywayofan aluminiumconecasting,weldedandcompletewith sphericaltopcap,twopulleys,twocleats,twohalyards (ropes),fourflagropeclamps,swiveltypebasewithfour M20x550mmlonganchorboltsforfixingflagpole baseplateincludingconcretebase(Basesize1500x 1500x550mmdeep)
41
Thefollowingina8,85mhighStandardGovernment typeAluminiumFlagpoleas"Aluweld"orotherapproved anderectedon600x600x800mmdeepClassC concretebase,inclexcavations,cartingaway,etc.
LANDSCAPING
Ground preparation
657m3 Topsoilsuppliedbythecontractorinplantbeds,grassed areasandholesfortrees,shrubs,etc
43
4380m2"Kikuyu"sodsapproximately80mmthick44
SOFT LANDSCAPING
200000.00Item AllowthePCamountofTwoHundredThousandRand (R200000.00)forSoftLandscapingcomplete
45
-156-
SectionNo.3
BillNo.1
-157-
AmountItem No
Quantity Rate
WATER SUPPLY AND FIRE SERVICES (PROVISIONAL)
Note:
Ratesforpiping,etc.,havetoincludealladaptors, flanges,etc.
WATER SUPPLIES
Whereeverpossible,abridgeddescriptionshavebeen usedforthoseitemsinthisBillwhichappearunderthe maintradeheadingsinprevious/subsequentBills.The fulldescriptionsoftheseitemsinthePreambles,as referredtoabove,tothevarioustradebillsareto,and doapplyequallytothisSection.
General
SpecialreferenceismadetoSABS1200specifications forcivilworks.
SpecialreferenceismadetoSpecificationsanddetails ofDepartmentofPublicWorksDrainageDetail (December1998).
Reference
-158-
Thecontractormustmakeallowanceagainstthe relevantitemsforthefollowing:
(a) Necessarycaretobetakenwhenexcavating near existingservicesinoracrossthepathof excavations.
(b) Protectionandmaintainingsuchservicein operation bymeansoftemporarysupportorshoringas necessary.
(c) Delaysanddisruptionoftheprogressofthe workdue totheexistenceoftheservice.
(d) Repairsnecessitatedbydamagecausedbythe Contractor.
Protection of existing services
WherereferenceismadetoSABS1200specifications (allsections)itwillbedeemedtoexcludeclause8 "MeasurementsandPayment".
SABS specifications references
Thetenderermustacquainthimselfwiththematerialto beexcavatedinandarerequestedtostudythe GeotechnicalSurveyReportattachedtoPartC4:Site Informationoftheprocurementdocument
Nature of ground
Descriptionsofcartingawayofexcavatedmaterialshall bedeemedtoincludeloadingexcavatedmaterialonto trucksdirectlyformtheexcavationsoralternatively,from stockpilessituatedonthebuildingsite.
Carting away of excavated material
Allprescribedtestsaretobeexecutedbyanapproved, accreditedlaboratory
Prescribed tests
Pipesshallbejointedwithogeejointswithrubbercollars orsocketandspigotjointswithrubberrings
Concrete pipes
Polypropylenepipes42mmdiameterandundershall beseamlesscoppercolouredclass16pipesjointedwith brasscompressionfittingsasdesignedforusewith copperpipesasstated.
Pipesshallbefirmlyfixedtowallsetc.withcoloured nylonsnapinpipeclipswithprovisionfor accommodatingthermalmovementandjointedand fixedstrictlyinaccordancewiththemanufacturer's instructions.
Allpipediametersaretomatchsizesasutilisedfor copperpipes.
Polypropylene pipes
Polyethylenepipes75mmdiameterandunderupto42 mmshallbeseamlesscoppercolouredclass16Type IVHDPEpipesjointedwithpolymercompression fittings.
Pipesshallbefirmlyfixedtowallsetc.withcoloured nylonsnap-inpipeclipswithprovisionfor accommodatingthermalmovementandjointedand fixedstrictlyinaccordancewiththemanufacturer's instructions.
Allpipediametersaretomatchsizesasutilisedfor copperpipes.
Polyethylene pipes
Pipesshallbejointedwith"Triplex"couplings.A lubricant(softsoap)istobeusedinconnectingthe couplingstothepipeorfittings.Thecouplingsaretobe unsupportedonthebeddingwhenpipesarelayed.
C.O.D. Fibre Cement Pressure Pipes
-160-
Seweranddrainagepipesandfittingsshallbejointed andsealedwithbutylrubberrings.
Soil,wasteandventpipesandfittingsshallbesolvent weldjointed.
uPVC pipes and fittings
Pipesshallbeharddrawnandhalf-hardpipesofthe classstated.Class0(thinwalledharddrawn)pipes shallnotbebent.Class1(thinwalledhalf-hard),Class 2(half-hard)andClass3(heavywalledhalf-hard)pipes shallonlybebentwithbenderswithinnerandouter formers.Fittingstocopperwaste,ventandanti-syphon pipes,capillarysolderfittingsandcompressionfittings shallbe"CobraWatertech"type.Capillarysolderfittings shallcomplywithISO2016.Onlycompressionfittings shallbeusedinwallsoringround.
Copper pipes
Wherefittingshavereducingendsorbranchestheyare describedas"reducing".Incaseofpipeswith diametersnotexceeding60mmonlythelargestendor branchsizeisgiven.Shouldthecontractorwishtouse otherfittingsandbushesorreducershemaydosoon theunderstandingthatnoclaiminthisregardwillbe entertained.Incaseofpipeswithdiametersexceeding 60mmallsizesaregivenandnoclaimforextra bushes,reducers,etc.,willbeentertained.
Reducing fittings
Exposedsurfacesofconcretestormwaterchannels, coverslabs,inspectioneyemarkerslabs,gulleytops, cleaningeyetops,catchpits,inspectionchambers,etc. shallbefinishedsmoothwithplaster.
Exposed concrete surfaces
Noclaimforrockexcavationwillbeentertainedunless thecontractorhastimeouslynotifiedtheQuantity Surveyor/Engineerthereofpriortobackfilling.
"Softrock"and"hardrock"shallbeasdefinedin "Earthworks".
Excavations
-161-
SaddlestobetheMagnumuPVCtypewithstainless steelboltsandscrewpiecescompletewithTalbot lockableclampandcompressionexternalscrew-thread adaptor.
Saddles
Pipesforwatersupplyshallbeoftheclassstated.
Pipesof40mmdiameterandsmallershallbeplain endedwithsolventweldeduPVCloosesocketsand fittings
Pipesof50mmdiameterandgreatershallhavesockets andspigotswithpush-intypeintegralrubberringjoints. BendsshallbeuPVCandallouterfittingsshallbecast iron,allwithsimilarpush-intypejoints
uPVC pressure pipes and fittings
Exposedsurfacesofconcretestormwaterchannels, coverslabs,inspectioneyemarkerslabs,gulleytops, cleaningeyetops,catchpits,inspectionchambers,etc. shallbefinishedsmoothwithplaster
Exposed concrete surfaces
Noclaimforrockexcavationwillbeentertainedunless thecontractorhastimeouslynotifiedthequantity surveyorthereofpriortobackfilling
"Softrock"and"hardrock"shallbeasdefinedin "Earthworks"
Excavations
-162-
Pipesshallbelaidandbeddedandtrenchesshallbe carefullybackfilledinaccordancewithmanufacturer's instructions.
Wherenomanufacturer'sinstructionsexistpipesshall belaidinaccordancewithclauses5.1and5.2eachof thefollowing:
SABS1200L: Medium-pressurepipelines LD: Sewers LE: Stormwaterdrainage
Pipetrenchesetc.shallbebackfilledinaccordancewith clauses3,5.5,5.6,5.7and7ofSABS1200
DB: Earthworks(Pipetrenches)
Pipeshallbebeddedinaccordancewithclauses3.1to 3.4.1.,5.1to5.3and7ofSABS1200
LB: Bedding(Pipes)
Unlessotherwisedescribedbeddingofrigidpipesshall beclassBbedding
Laying, backfilling, bedding, etc. of pipes
Pipes of Nominal Bore up to 150 mm: Substitute"screwed"inL3.4.2with"flanged".
Pipes of Nominal Bore over 150 mm: Addthefollowing:
"AllmildsteelpipesmustbemanufacturedfromGrade Bsteelwithminimumplatethicknessof6,0mmexcept wherespecifiedotherwise."
Steel pipes, fittings and specials
-163-
Cast Iron Pipes and Fittings: SubstituteL3.9.1withthefollowing:
"AllinternalsurfacesshallbegritblastedtoSA2½ standardandthencoatedwithCoponEP2300epoxy painttoaminimumthicknessof350micron."
Joints, Bolts, Nuts and Washers: SubstituteL3.9.5withthefollowing:
"Alljoints,bolts,nutsandwashersshallbecadmium- platedorstainlesssteel."
Corrosion protection
Ratesforpipeitemsaretobeallinclusivepricesand rates(exceptwhereallowedforelsewhere)areforthe completedworkasdescribedintherespectiveitems andshallincludealllabour,pipes, bedding and filling complete in layers not exceeding 300 mm (unless otherwise specified) and compactedallsundrywork, equipmentcost,guards,lighting,profitand maintenance.
Underpavedareasandbuildingsthesandbeddingand fillingmustbestabilisedwith4%cement.
Ratesforinspectionchambers,etc.,aretobeall inclusivepricesandrates(exceptwhereallowedfor elsewhere)forthecompletedworkasdescribedinthe respectiveitemsandshallincludealllabour,pipes, concrete-floorsandslabs,brickwork,plastering, compacting,allsundrywork,equipmentcost,guards, lighting,profitandmaintenance.
TheContractorisreferredtoDrawingno's 208640VSO/15to17annexedtotheseBillof Quantities.
Rates
Allundergroundsteelpipesandfittings,after installation,shallbeprotectedagainstcorrosion accordingtoPSL1.2
Pipework, fittings, etc.
Themaintenanceperiodforthefollowingworkshallbe 12calendarmonths.
Maintenance period
15m 25mmPipeslaidinandincludingtrenchesnot exceeding1000mmdeep
1
High density polyethylene class 16 piping complying with SABS 533 Part III
2
3
4
5
4No25x90°Elbow7
3No32x20Reducer8
3No32x90°Elbow9
2No40x90°Elbow11
1No40x32Reducer12
2No40x22Reducer13
6No50x90°Elbow15
3No50x32Reducer16
15No63x90°Elbow18
1No63x50Reducer19
The following in valves, etc
2No35mmIsolatingvalve21
1No35mmIn-linestrainer22
1No35mmNon-returnvalve23
2No54mmNon-returnvalve26
2No54mmIn-linestrainer27
5No
Standardvalvechambersize337x337x390mmhigh comprisingofClass25/19concretefootingandcollar, with200mmdiameterClassBCODfibrecementpipe verticallyintogroundandcoveredwithBesaans-du Plessissize115mmdiameterx102Type7stopcock boxcastintoconcretecollar
31
The following in Valve Chamber
1.00No CutintoexistingHDPEpipeingroundandconnectnew 50mmHDPEwaterpipe
32
Sundries
-166-
BOREHOLE
260000.00Item AllowthePCamountofTwoHundredandSixty ThousandRand(R260000.00)forBoreholecomplete
33
Borehole
Item
Allowfortestingthewholeofthewaterreticulation systemandforanyre-testingnecessaryaftertakingout andreplacinganydefectiveworktothesatisfactionof theRepresentative.
35
TESTING :
Item
Galvanisedsteeltank(4x3x1highmodulePanels)on 9mhighgalvanisedsteelstand(elsewheremeasured) completeinaccordancewithCKS114including100mm diameterfloatvalveseries7354accordingtoVOSA
36
Item
Supply,delivertositeanderect9mhighgalvanised steeltankstandfortheabovementionedtank,complete withsideladder,bearers,excavations,backfill,formwork allinstrictaccordancewiththenecessarysafetyacts, etc.
37
Item
Galvanisedsteeltank(6x5x3highmodulePanels)on groundlevelcompleteinaccordancewithCKS114 including100mmdiameterfloatvalveseries7354 accordingtoVOSA
38
Item
PretreatmentGalvanisedsteeltank(4x4x4highmodule Panels)ongroundlevelcompleteinaccordancewith CKS114including100mmdiameterfloatvalveseries 7354accordingtoVOSA
39
REINFORCED CONCRETE
1.14t16mmDitto43
100000.00Item
ProvideanamountofR100000.00(OneHundred ThousandRand)forIrrigationsystemwithJoJotanks Pumpetc
44
ItemProfitandattendanceonabove-mentioneditem45
-168-
-169-
AmountItem No
Quantity Rate
SECTION NUMBER 3
BILL NUMBER 3
SOIL DRAINAGE (PROVISIONAL)
Items,materialsormethodstobeusedspecifiedby tradenamesorcataloguenumbersareonlyan indicationofthequalityrequired.Items,materialsor otherapprovedmaybeusedwithpriorapprovalfrom thearchitect
SUPPLEMENTARY PREAMBLES
1.00No
Breakintoexistingmanhole,buildinpipeasnecessary, benchoutinconnectiontotheexistingsoildrainage systemwithandincludingallexcavations,materialand labourtotheapprovaloftheRepresentative.
1
REPAIR OF SEWER INFRASTRUCTURE
Sewer pipe repairs, all pipe and fittings to be checked with Engineer before installing
97m110mmPipeandexcavationsnotexceeding1mdeep2
Free Flow uPVC drain pipes including bedding, backfilling and compackting of pipe trenches
34m 110mmPipeandexcavationsexceeding1mandnot exceeding2mdeep
3
-170-
23No110mmAccessbend5
7No110mmAccessjunction6
11No110mmRoddingeye7
12m 15MPa/19mmMassconcreteencasingaround110mm horizontaldrainpipeincludingallnecessaryformwork
9
Sundries
131m
Excavateinearthnotexceeding2mdeepforand removeexisting110mmdiameterdrainpipeandfittings includingbackfilling,compaction,etc
10
Work to existing
4m3 Extraoverexcavationstotrenches,holes,etc.,for excavationsinsoftrock
11
Sundries
25m3
Importedsandinbeddingandsurroundtopipeworkwell compactedinlayers,includinganyadditional excavation,riskofcollapse,etc
13
1No
Standardprecastmanhole,notexceeding750mm deepinternallycompletewithprecastconcreterings, coverslab,doublesealcastironmanholecoverand frame(SABS558Type2Aheavydutyinroadsand Type8Amediumdutyelsewhere),unreinforced concretefootingandbenchinginbottom,disheddown tochannelsandfinishedsmoothwithplaster.
15
1No
Standardprecastmanhole,1050mminternaldiameter exceeding750mmandnotexceeding1000mmdeep internallycompletewithprecastconcreterings,cover slab,doublesealcastironmanholecoverandframe (SABS558Type2AheavydutyinroadsandType8A mediumdutyelsewhere),unreinforcedconcretefooting andbenchinginbottom,disheddowntochannelsand finishedsmoothwithplaster.
16
2No
Standardprecastmanhole,1050mminternaldiameter exceeding1000mmandnotexceeding1250mmdeep internallycompletewithprecastconcreterings,cover slab,doublesealcastironmanholecoverandframe (SABS558Type2AheavydutyinroadsandType8A mediumdutyelsewhere),unreinforcedconcretefooting andbenchinginbottom,disheddowntochannelsand finishedsmoothwithplaster.
17
Item
Allowfortestingthewholeofthesoildrainagesystem andforanyre-testingnecessaryaftertakingoutand replacinganydefectiveworktothesatisfactionofthe Representative.
18
TESTING :
-172-
-173-
AmountItem No
Quantity Rate
SECTION NUMBER 3
BILL NUMBER 4
Fencingpricesaretoincludeforsiteclearanceand gradingtoevenlines1meachsideoffencelineunless otherwisedescribed,allnecessaryexcavationsinearth, riskofcollapseanddisposalofsurplusexcavated material
FENCING AND GATES (PROVISIONAL)
DEMOLITIONS
525m
Takedownandremoveexistingwiremeshfencing2 400mmhighincluding300mmflatwrapped,withpost asindicatedbytheengineer
1
125m
Takedownandremoveexistingsteelpalisadefencing2 100mmhighincludingpostsasindicatedbythe engineer
2
525m
Allowfordiggingupandremovalofallgrass,shrubs, rubbishandvegetablesoilforawidthof500mmon eithersideofnewfencelineincludingforming50mm highfreespacebetweenundersideoffenceandground surfacebyreducingormakinguplevelsasrequired
3
-174-
SECURITY FENCING
Powder coated steel security fencing as per COCHRANE PRODUCTS 358 HIGH SECURITY FENCING MESH. All details and specifications to be verified with manufacturer
430m
2900mmhigh"CochraneClearVu"fencewithspikeson toporsimilarapproved,completewithbases excavationsetc.accordingtomanufacturersdetail,see detailsatthebackofthebillsofquantities
4
2100mmhigh"CochraneClearVu"fencewithspikeson toporsimilarapproved,completewithbases excavationsetc.accordingtomanufacturersdetail,see detailsatthebackofthebillsofquantities
5
1No
3500x2900mmHigh"CochraneClearVu"orsimilar approvedDoublegatecompleteasperdetailsatthe backofBillofQuantities.
6
1No
4500x2100mmHigh"CochraneClearVu"orsimilar approvedDoublegatecompleteasperdetailsatthe backofBillofQuantities.
7
1No
4500x2900mmHigh"CochraneClearVu"orsimilar approvedslidinggatecompleteonandincludinggate rail,stopedend,guiderollersandgatemotor.
8
1No
5500x2900mmHigh"CochraneClearVu"orsimilar approvedslidinggatecompleteonandincludinggate rail,stopedend,guiderollersandgatemotor.
9
-175-
-176-
Bill No
Page No
169Watersupplies(Provisional)2
173SoilDrainage(Provisional)3
176Fencing,etc(Provisional)4
CARRIED TO FINAL SUMMARY R
SECTION 4:
TendersareadvisedtostudyAdditionalSpecification SL:EmploymentandTrainingofLabouronthe ExpandedPublicWorksProgramme(EPWP) InfrastructureProjects:NationalYouthService,as boundelsewhereintheBillsofQuantities,andthen pricethisBillaccordingly
TRAINING OF YOUTH WORKERS Target : 20 Youth Workers
PREAMBLES
150000.00Item
OrientationandLifeskillsdevelopmenttraingforyouth workersforanavarageof10daysperyouthworker(ref. SL11.01.01)
1
Skillsdevelopment,LifeSkillsandTechnicaltraining:
400000.00Item Technicalskillstrainingforyouthworkersforanavarage of45daysperyouthworker(ref.SL11.01.01)
2
ItemAllowforattendanceontheabove,ifany4
PenaltyduetonotmeetingthetargetasinSL11.01.02 (R 2'000.00perYouthWorker)
5
10000.00ItemTraveling(basedonR30perdayreturntrip/trainer)6
Orientation,Lifeskillstrainingfor10dayseach(SL)
25000.00Item Accomodation(basedon10daysperweekand R150p/n)
7
-178-
EmploymentandTrainingofLabour BillNo.1 SectionNo.4
10000.00ItemTraveling(basedonR30perdayreturntrip/trainer)9
Skilldevelopmentandtechnicaltraining(ref.SL)
30000.00Item Accomodation(basedon5nightsperweekand R150/N)
10
1935W/D
Skillsdevelopmentandtechnicaltrainingforyouth workersforaperiodof45daysperyouthworker(ref: SL11.03.01)
12
112200.00Item
Employmentofyouthworkers
NOTE: Theunitofmeasurementshallbethenumberof youthworkersatthelabourrateofR1100permonthas theagreedbyMINMECmultipliedbytheperiod employmentinmonthsandtheratetenderedshall includefullcompensationforallcostsassociatedwith theemploymentofyouthworkersandforcomplyingwith theconditionsofcontract.Thecostfortrainingshallbe excludedfromthisitem.Thisitemisbasedon6months appointmentforyouthworkers
13
30600.00Item Supply2xEPWPbrandedoveralls,1xEPWPbranded hardhatand1xpairsafetybootstoyouthworkers
16
ItemAddprofitonaboveifrequired17
-179-
13600.00Item
Supplyofsmalltoolstoyouthworkers.Specificationto besuppliedbytheEPWP-NYSServiceProviderforthe respectivetrades.Thesetoolswillbecometheproperty oftheyouthworkersafterthecompletionofthe programme(RefSL11.06.01)
19
ItemAddprofitonaboveifrequired20
54000.00Item Appointmentofyouthteamleaderforthedurationofthe contract(ref:SL11.07.01)
22
100HrsLiaisonwithserviceprovider(refSL10.08)23
Liaison with Service provider
500000.00Item ProvideabudgetaryallowanceofFiveHundred ThousandRand(R500'000.00)forCLOcomplete
24
-180-
SectionNo.4
BillNo.1
-181-
FINAL SUMMARY
RSUBTOTAL
Index_Part24
PA40_Declaration_of_designated_groups_for_Preferential_Procurement
dpw21_ec
dpw15_ec
dpw22_ec
Index_Part37
Index_Part38
dpw23_ec
Index_Part25

Documents

SECTION 3: EXTERNAL WORK