Request For Proposals Are Invited For Construction Of Ezulwini Power Station Staff Houses

Request For Proposals Are Invited For Construction Of Ezulwini Power Station Staff HousesDescription Score 100 1 Company Experience On Similar Projects 502 Experience Of Site Foreman On Similar Projects 50Total 100Minimum Required Score 70Tenders Shall Quote For The Facilities On A Single Responsibility Basis Such That The Total TenderPrice Covers All The ContractorS Obligations Mentioned In Or To Be Reasonably Inferred From TheTender Documents In Respect To The Works And Subcontracting If Any Delivery Construction Installation And Completion Of Facilities Items Against Which No Price Is Entered By The TendererWill Not Be Paid For By The Employer When Executed And Shall Be Deemed To Be Covered By ThePrices For Other Items Tenderers Shall Give A Breakdown Of The Prices In A Format Similar To The One Provided Prices Quoted By The Tender Shall Be Fixed For The Duration Of The Contract And Will Not BeSubject To The Adjustments For Change In Cost A Tender Submitted With An Adjustable PriceQuotation Will Be Treated As Non Responsive And Rejected The Tender Shall Remain Valid For 120 One Hundred And Twenty Days After The Tender ClosingDate A Tender Valid For A Shorter Period Shall Be Rejected By The Employer As Being NonresponsiveNature Of Material To Be Excavated The Tenderer Must Acquaint Himself With The Nature Of The Material ToBe Excavated FillingNotwithstanding The Reference To Prescribed Multiple Handling InClause 1 Page 8 Of The Standard System Of Measuring Building Work2013 Prices For Filling And Backfilling Shall Include For All SelectionAnd Any Multiple Handling Of MaterialTenderers Are To Allow In The Filling Rates For Testing In AccordanceWith Sans 1200DmExcavation In Earth Not Exceeding 2M Deep1 Excavate For Surface Trenches And Thickenings Under Slabs M3 77Extra Over Trench And Hole Excavations In Earth For Excavation In2 Soft Rock M3 73 Hard Rock M3 4Compaction Of Surfaces4 Scarify To A Depth Ne 150 Deep Level And Compact Insitu Excavated M2 249Material To 93 Mod AashtoRisk Of Collapse Of Excavations5 Risk Of Collapse Of Sides Of Excavations Not Exceeding 1 5M Deep M2 77Allow For Keeping All Excavations Dry And Entirely Free From Ground Item 1And Surface Water Mud Etc Dewatering Of Seepage Water And Water From Other Sub SoilSources7 Allow For Supplying A 50Mm Diameter Submersible Pump Delivering Hrs 1Approximately 500 Litres Per Minute With And Including A Minimum10M Length Of Discharge Hose For Pumping Away Of Any SubterraneanWater Which May Surface In Foundation Trenches Etc Imported Filling Supplied By The Contractor With Approved G6 G7Material In Accordance With Sans 1200Dm Supplied And CartedOnto Site By The Contractor Compacted In 150Mm Layers To ADensity Of At Least 95 Mod Aashto Maximum Density8 G6 7 Material Compacted To 90 Mod Aashto Density In Layers M3 34N E 150Mm Thick9 Do But Backfilling To Trenches Holes Etc M3 16Coarse River Sand Filling Supplied By The Contractor10 50Mm Thick Layer Of Approved Clean Sand Filling Under Surface Beds M2 237Extra Over All Excavations For Carting Away11 Remove Surplus Excavated Material To Spoil Heaps On Site M3 8Soil Insecticide12 Ant Proofing To Bottoms And Sides Of All Excavations And Surfaces Of M2 66Filling Under FloorsConcrete Formwork And ReinforcementConcreteUnreinforced Concrete Cast Against Excavated SurfacesClass 15 Concrete13 50Mm Surface Blinding Under Footings And Bases M3 33Reinforced Concrete Cast Against Excavated SurfacesClass 25 Concrete14 Strip Footings M3 1915 Column Bases M3 016 Surface Beds M3 3117 Apron Slab M3 11SundriesTest Blocks18 Concrete Test Blocks Provisional No 48Joints19 12Mm Compressible Joint Filler Ne 150 Wide At Edge Of Slab M 10920 Rake Out Top Of 12Mm Joint Filler To A Depth Of 12Mm And Seal With M 109Polysulphide Sealant21 Form 10 X 10Mm Groove In Top Of Slab M 109FormworkSmooth Formwork Degree Of Accuracy Ii 22 Edge Of Slab Ne 300Mm High M 106ReinforcementWelded High Yield Steel Mesh Reinforcement23 Ref 193 In Surface Beds M2 23524 Ref 395 In Foundations M2 65BlockworkHollow Concrete Block Walling In 5 1 Cement Mortar InFoundations25 230 Wall Including Filling The Voids Solid With 15Mpa Plain Concrete M2 89As The Work ProceedsReinforcement26 Welded Steel Wire Fabric Brick Reinforcement 150Mm Wide Built In M 91HorizontallyWaterproofingOne Layer Of 250 Micron Gunplas Usb Green Polyethylene40Mm Hardwood Full Flush Double Sided Doors Veneered ForPainting Hung To Steel Frames1 Size 813 X 2032Mm Door No 32 Size 813 X 2032Mm Stable Door No 340Mm Semi Solid Core Doors Veneered For Painting Hung To SteelFrames3 Size 813 X 2032Mm Door No 1540Mm Wrot Meranti Fanlights Hung To Steel Frames4 Size 813 X 305Mm High Opening Fanlight Of 900Mm Wide Frame In No 15Single PanePelmets And Curtain TracksWrot Softwood5 Timber Pelmets 150Mm High With 150Mm Projection At Ends M 21Including Steel Double Curtain Track Screwed To Pelmets Complete With12 Rollers Per Metre Stops Brackets Returned Ends EtcFibre Cement Window Sills6 19 X 250 Window Cill Set Sloping Including Raking And Cutting M 32Blockwork7 Do But Set Level Internally M 32IronmongeryManufactured By UnionHinges Bolts Etc Fittings WardrobesItem Description Unit Qty Rate AmountHollow Core Cupboard Doors Finished For Painting Each Door OrLeaf With 2No Vent Holes1 Double Doors Size 1511 X 2032Mm Hung Folding No 62 Double Doors Size 1511 X 457Mm Hung Folding No 6Wrot Pine3 25 Thick Shelves Sides Exceeding 300Mm Wide M2 204 25 X 50Mm Batten Or Bearer Plugged M 21IronmongeryManufactured By UnionHinges Bolts Etc5 75Mm Brass Butt Hinges Pairs 126 100Mm Steel Hinges Pairs 127 75Mm Steel Barrel Bolt No 6Catches Cabin Hooks Etc8 Union Cz5174sc Zinc Locking Cupboard Catch No 12Locks9 Union 415 64 2 Lever Cupboard Lock No 12Handles10 Union Cz5574sc Zinc Dummy Cupboard Handle No 12Standard Steel Cupboard Door Frames11 Type Cbfl Size 1575 X 2553Mm High Overall No 6Chromium Plated Hanging Rails 25Mm Diameter Including End CapsAnd Intermediate Brackets As NecessaryDimensions Given Relate To The Size Of The Opening Available InBetween The Side And The Shelve Division Reference To TheseDimensions Does Not Absolve The Contractor Of The Responsibility ForChecking Such Dimensions On Site For Proper Installation 12 1185Mm Long No 313 1280Mm Long No 3PaintingMetal SurfacesPrepare Touch Up Primer And Apply One Coat Universal Undercoat AndTwo Finishing Coats Dulux 30Bg 56 045 Eggshell Enamel Or EqualApproved On 14 Steel Frames M2 10Wood SurfacesKnot Prime Stop And Apply Three Coats Woodguard TimberPreservative On

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