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There are divergencies from the standard methid and these are to enhance the work descriptions and specification on the drawings.The Works comprise ground floor extension, first floor demolition and rebuild with first floor extension with balcony to form Hendy Community Centre.[This Schedule must not be regarded as a complete statement of all Works required. The contractor must include for all works shown or described in the Tender Document, Drawings and Specification and all other works which are apparent as being necessary for the complete and proper execution of the Works in accordance with good building practice.This Schedule is to be priced from the information provided on the Drawings and Specification issued with the Tender Documents. The rates inserted hereunder must include for design costs associated with the preparation or fabrication and/or working drawings as required.zThe Contractor shall also include for secured skips and the removal from site of surplus materials arising from the works.LThe Contractor must allow for temporary disconnection of existing service installations affected by the works and the reinstatement on completion. Services must be tested/re-commissioned as necessary, liaise with the CA and inform them of any such services that require disconnection. See Provisional Sums for New Connection CostsTemporary supports, struts, props, screens and other items are not measured separately, these items are deemed to be included with the items stated.The Contractor is to provide Health & Safety risk assessments and Method Statements before work commences together with a Programme of Works.To Collection:1/ CONTRACTOR DESIGNED WORKSNOTES:The following works are to be fully designed by the Contractor/Sub Contractor, to comply fully with the performance specification, provided for each section, within the tender design informationxThe Contractor will be expected to confirm for each portion of the Contractor Designed Works, the following information:[Detailed contractors proposals, which confirm the relevant specification and cost breakdownsConfirmation that specified collateral warrranties between any sub-contractor and the Employer, will be met in fulljConfirmation that all required insurances (including designers professional indemnity) will be met in fullUContractor Designed Works are included as measured works, within the various sections9Pricing of such works is to to include for the following:5Works package, including any additional preliminarieszDesign and other associated fees, costs related to collateral warranties and insurances (including professional indemnity)Main contractor attendances2Builders work in connection with the installations=Any samples / testing / commissioning / training / witnessingHealth & Safety full compliance"Main contractor discount allowance1/2 <Collection for General Conditions & Contractors Design WorksPage: 1/ Page: 1/2Collection Total: 2 - Prelims PreliminariesqSupervision: Accept responsibility for co-ordination, supervision and administration of the Works, including all subcontracts. Arrange and monitor a programme with each subcontracts. Arrange and monitor a programme with each subcontractor, supplier, local authority and statutory undertaker, and obtain and supply information as necessary for co-ordination of the work.AHire of skips for waste removalB0Erect & dismantle scaffolding to carry out worksCHealth & safety / CDMDSecurity fencing etcEWelfare facilitiesF Insurances2/1 Collection for Prelims Page: 2/13 - DemolitiondNOTE: All works are to be carried out strictly in accordance with tender drawings and specifications$DEMOLITION / ALTERATION / RENOVATIONNOTESDemolitions/alterations are to include for all necessary and approved temporary works, to be erected, maintained throughout and removed at completion, including making good structures/finishes. Temporary works to be approved before installation.Demolitions are to include for disposal of arisings to an approved off site tip and in accordance with the Site Waste Management Plan, unlesss otherwise describedDemolitions are to include for all necessary testing of materials to ensure suitable methods of demolition and disposal of arisingsgDemolitions are to include for locating all existing services, testing, decommissioning and making safejAll sizes given in Demolitions are approximate. Exact dimensions are to be determined and verified on site3/ DEMOLITIONSLower Ground FloorDRemoving temporary protection screens, disposal of arisings off site 0.90 x 2.10Nr 2.10 x 1.20 2.40 x 1.20sRemoving with care; windows, window boards, cleaning down arisings, remove from site. Prepare openings for new work 1.80 x 1.20jRemoving with care; external door, cleaning down arisings, remove from site. Prepare openings for new workFilling in openings; preparing opening to receive new work, infill opening using new 2 No skins of 100mm blockwork with wall ties, laid in mortar, pointing; bond new work to existing; extend finishes to match existing, fair joints new finishes to existing, disposal of arisings off site.Filling window openingG\2.40 x 1.20 infill, in cavity wall, 250mm thick block existing external wall (Changing Room)H 1.80 x 1.20mTForming openings in brick walls; including cutting structures and finishes, quoin all jambs; cut pockets for and insert precast concrete lintels over, wedging and pinning heads of lintels to underside of existing structure, making good finishes up to and matching existing,fair joints new to existing finishes; disposal of arisings off siteForming blank openingI>0.90 x 2.10; in 225 thick brick internal wall (changing rooms)3/2 0Removing fittings; disposal of arisings off siteBuilt in cupboard600 x 350 x 900 highClean down and prepare existing finishes, including removal of loose materials and application of biocide, disposal of arisings off site"External render Lower Ground Floor(generally (Approximate Quantity - 70 m2) First FloorCDemolishing/removing part structures; disposal of arisings off siteAMain Building First Floor, single storey, comprising: concrete tiled roof coverings, ridges, verges, underfelt, battens, insulation, timber pitched roof structure; external cavity walls, external doors and windows, internal walls; internal doors, floor, wall and ceiling finishes, bar fittings, rainwater goods; complete>24.00 x 6.50 on plan x 2.70 high at eaves x 5.70 high at ridgeRear extension complete (Cellar and Toilets), single storey, comprising: ground slab; footings, plywood roof decking, flat roof coverings, upstands, flashings, insulation, external cavity walls, external doors and windows, ceiling finishes, fittings, rainwater goods; complete)7.50 x 3.70 on plan x 2.70 high at eaves.Extra for making good walls at demolition lineat horizontal wall junctions between ground and first floor, cleaning, preparing top of walls, levelling to receieve new insulated cavity wall construction. (all demolished areas)m:Existing mechanical, sanitary and electrical installations generallyExternal Works+Demolishing; disposal of materials off site Concrete ramp!150 thick with 300 hardcore underm2C90 ALTERATIONS - SPOT ITEMStForming pockets in brick/stone walls for and including cutting structures and finishes; insert concrete padstones, wedging and pinning to underside of existing structure; build in ends of new structural steel members; making good finishes up to and around to match existing,fair joints new to existing finishes; disposal of arisings off site fill voids with approved grout< Padstone250 x 100 x 100 padstone7Remove existing drainage; disposal of arisings off site0Locate and decommission existing drainage systemUDemolishing/removing generally with care, decomissioning, sealing, testing and makingYsafe all services, making good all structures and finishes, disposal of arisings off site3/6 Collection for DemolitionPage: 3/ Page: 3/2 Page: 3/6%4 - Site Preperation / Retaining Wall SITE WORKSExcavating starting after reduce level siteworks have been carried out assumed ground levels / profiles are excavated to angle of repose for excavted mateialSite preparations`Clearing retained building of all plant growth, fungal growth etc, disposal of arisings off site ExcavatingTo reduce levels!maximum depth not exceeding 1.00mm3!maximum depth not exceeding 2.00m!not exceeding 4.00m maximum depthEarthwork supportTo faces of excavationD1.00m maximum depth; distance between opposing faces exceeding 2.00mDisposal Surface waterSurplus excavated materialson site&Surface packing to form battered faces Handpackingexcavaion slopesSurface treatments CompactingfillingJbottoms of excavations4/ 3Excavating by hand starting at reduced ground leveljExcavating alongside existing foundations a width of 1 metre in any position, maximum depth not exceeding:1.00 mExtra Over; exposing existing foundations to establish level and extent, remove excavated material to tip on site approximately 4m long not exceeding 1m deep4/2 0Collection for Site Preperation / Retaining WallPage: 4/ Page: 4/25 - Low Level Retaining WallFExcavating starting after reduce level siteworks have been carried out*Excavating trenches to receive foundations 0.50 m deep,Working space starting at reduced level, not exceeding 4.00 m below ground level Excavation for working space, 600 mm wide and filling with material arising from excavations compacted with Whacker in 250 mm layers. NB: Working space is measured from the face of formwork, tanking or protective walls. Starting at reduced ground levelExcavating trenches0.50 mTimber earthwork support!Measured to works in section No 4Disposal of water surface wateritemDisposal of excavated materialFon site; in temporary spoil heaps to make up levels not exceeding 100m)bottoms of excavations/surfaces of ground4Backfilling with Granular material 10 mm pea shingle<Filling to back of retaining wall, height in stages of 600mm 300 mm wide "Terram" 1000 geo-textile filter#laid on formation; lapped at joints5/ Concrete Work7Plain in-situ concrete; BS 5328, mix GEN1, 20 aggregate5Beds poured on or against earth or unblinded hardcore 50mm thick>Reinforced in-situ concrete; B.S.5382, mix RC35, 20 aggregate Foundationsnot exceeding 300mm thickWalls*150mm thick, filling into cavity blockworkFormwork and basic finishFoundations base250 - 500mm high`Reinforcement Hot rolled deformed high yield steel bars BS 4449, supplied cut, bent and labelled=Links, stirrups, binders and special spacers in any position:In bases 10mm diamKgIn walls]Steel fabric reinforcement BS 4483, with one width mesh side laps and one width mesh end laps,Reference A393; 400 side laps; 400 end lapsgenerally; in bedsgenerally; in walls#Worked finishes on in-situ concrete)Tamping surfaces of unset concrete, laid:levelTrowelling, tops of wallslevel; 150mm wideBrick & Block WallingDSolid dense concrete blockwork 7N/mm2, laid stretcher bond in mortarWalls, vertical 100 thickBrick / Block Accessories;Forming cavities, stainless steel wall ties in hollow walls150 wide WaterproofingRIW liquid asphaltic compound; first coat applied at the rate of 1.70 m2 per litre; second and subsequent coats at the rate of 2.50 m2 per litre per coat2Two coat membrane on concrete horizontal surfaces:225 - 300 mm wide0Two coat membrane on concrete vertical surfaces:over 300 mm wideDrainage+Trench included in general excavation works#Granular material 10 mm pea shingle)Bed and covering (volumes include pipes):(300 mm wide x 300 mm thick to 75 mm pipe5/3 ,Pipes and fittings; PVC underground drainage(100 mm nominal size pipes laid in trenchin runs exceeding 3.00 m long(Extra for: short radius bends 90 degrees5/4 'Collection for Low Level Retaining WallPage: 5/ Page: 5/3 Page: 5/46 - Low Level Substructures SUBSTRUCTURESmaximum 1.00m deepreduced level excavationsLevelling and compacting3surfaces of filling, blinding with sand, 25mm thickImported hardcore filling0Filling to make up levels by machine, compactingaverage 150 mm thick6/ ,PLAIN dense aggregate concrete grade C20/25,150 mm to 300mm thickBeds:not exceeding 150 mm thick7Fill cavities below dpc level with weak mix concrete to=Bonding ends to existing brickwork, including forming pocketsHyload pitch polymer damp proof course; 100 mm laps sealed with Hyload contact adhesive; in cement mortar (1:3) pointing where exposed4Damp proof courses, pitch polymer, bedding in mortar On surfaces"not exceeding 225 wide; horizontalEHorizontal damp proof course; forming cavity gutters in hollow walls:over 225 mm wideNPreprufe 1000 gauge damp proof membrane/gas membrane, lapped and sealed joints(Damp proof and radon resistant membranesHorizontal, under ground slabs&Vertical at edges of beds, 150mm thick.Sundry Insulation / Proofing Works / Firestops5Board or slab insulation, Celotex or similar approvedHorizontal insulation150 thick, under slabs+Vertical insulation, Celotex T Break TB300025mm thick to edges of slabs6/3 &Collection for Low Level SubstructuresPage: 6/ Page: 6/37 - Upper Level SubstructuresUpper Ground Floor7/ 103 thick7/2 7/3 (Collection for Upper Level SubstructuresPage: 7/ Page: 7/2 Page: 7/38 - Balcony Foundations Excavation Pits, 15No!not exceeding 2.00m maximum depthexceeding 1.20m depthPlain cement groutGrouting stanchion bases25 thick%Grouting holding down bolt assemblies75 diameter x 250 deepDrilling concrete for boltsHoles; 20mm diameter 200mm deepResin$Chemical Injection Mortar WIT-VM 250"Foundation/Holding down bolt boxesYBlack hexagon head bolts and nuts, Grade 4.6 to BS 4190 including one nut and one washer: M12 x 260 mm8/1 "Collection for Balcony Foundations Page: 8/19 - External WallsBrick / Block WallingSolid dense concrete blockwork 7N/mm2, stretcher bond and pointing in gauged mortar, mortar 1:1:6, laid stretcher bond; as spec F10:356+225mm thick, built against existing masonry Accessories;Celotex ref CW4000 rigid polyisocyanurate (PIR) foam boardsInsulation to cavity walls-75 thick, vertical, secured by wall tie clipsForming cavitiesForming cavities between walls(100 wide, stainless steel ties at 5nr/m2Closing cavitiesTKingspan Insulation Limited ref Thermabate insulated cavity closers; as spec F30:180vertical horizontalslopingWedging and pinningAFilling between blockwork and soffit with compressed mineral wool100 wide Levelling8Existing cavity wall, filling and coursing new blockwork9/ iAncon Building Products 'Staifix Universal Wall Starter System'; as spec F30:241 (Approximate Quantities)Wall starter systemhchannel fixed to brickwork; wall ties built into blockwork; including joint filler and sealant; 100 wide6Expansion joints in blockwork (Approximate Quantities)Formed expansion joints20 wide x 100 deep; in concrete block walls, joint filled with Fosroc Hydrocell XL joint filler, 20 x 20 pointing face with high modulus sealantQPrefabricated steel lintels; Catnic or similar approved; bedding in gauged mortar&Lintels; to 100 thick block partitions1200 long - 150mm cavity HD2100 long - 150mm cavity HD< 2700 long - 150mm cavity XHD5.100 long - 150mm cavity XHDPrecast Concrete250 x 100 x 100 building inJoint reinforcement2Exmet 24 gauge galvanised brickwork reinforcement: 65 mm wide 175 mm widePreformed polypropylene/lead gable abutment cavity wall trays Type X by Cavity Trays Ltd; built into standard stepped brick courses and flush pointing as the work proceeds; including short lead flashings set projecting for dressing by othersFor 27 - 45 degree roof pitch:Intermediate and catchment tray Ridge trayCorner catchment angle tray:(all roof pitches)9/4 Collection for External WallsPage: 9/ Page: 9/410 - Upper Floor!Isolated Structural Metal MembersWeldable structural steel to BS EN 10025 in beams, in single members cut to length, primed with one coat of red oxide primer at works; ends built into structureUniversal beams:254 x 102 UB 28kb steel beams / joists to upper ground, floor area including built into blockwork, as shown on Structural Engineers drawing. 898/19/xx"Isolated Structural Timber Members-Sawn softwood, Building quality, treated, SC4Floor members: 50 x 200 mm 50 x 225 mmGCarpentry / Timber Framing / First Fixing / Roof and Structural Timber,Metric Black hexagon bolts and nuts, BS 4190(Bolts, each with one nut and one washer: M12 x 130mmDrilling steel for bolts4Drill holes in steel to suit bolts; steel thickness:#10mm; for bolt diameter: M10 or M12Holes for bolts and the like:50 mm softwoodOThe Expanded Metal Co. SPH joist hangers; building in to brickwork or blockwork*Type `S` standard for 50 mm joists; depth:200 mm10/ Rigid Flooring / Sheathing@Chipboard BS 5669; Eggar tounged and grooved flooring grade deck22 mm to floors.Sundry Insulating / Proofing Work / Fire StopsIGlass fibre roof insulation 600 mm wide; laid in position between joists: 200 mm thick8Glass fibre sound deadening quilt type PF; 1200 mm wide:)laid in position: 150mm wide; 13 mm thickSand Cement / Concrete screeds=Taking up existing tile finish, Mortar, cement and sand (1:4)P75 work to floors on concrete base with reinforcement fibres; one coat; screededMlevel and to falls only not exceeding 15 degrees from horizontal; Provisional'Reinforcement; D49; placing in positionfloors; ProvisionalpExpanded polystyrene insulation board; Knauf Polyfoam Eco Floorboard Super; butt joints; staggered joints; taped100 thick; plain areashorizontal; Provisional(25 thick x 175 high perimeter insulation*vertical; blockwork abutment ; Provisional10/2 Collection for Upper Floor Page: 10/ Page: 10/2 11 - RoofUnload, Store; Fix Only; Roof Structure supplied by Manderwood Timber Engineering Limited; Trussed rafters, stress graded, pressure impregnated as per Manderwood DrawingsC`Fink` or `W` pattern; 17 degree pitch; 450 mm overhang both sides: 9.705 mm span;`Fan` pattern; 17 degree pitch; 450 mm overhang both sides:[King pattern; 17 degree pitch; overhang one side, 300 mm overhang other side, main rafters: 3.200 span:6S C Duo - 17 degree pitch; 450 mm overhang both sides 8.525 mm span Valley Sets 3.200 mm spanGable Ladders; 600mm wide 2.500 mm span 5.500 mm span 6.200 mm spanCarpenter`s metalworkUGalvanised mild steel double sided round toothed plate connectors to BS 1579 Table 4:K38 mmSimpson Screws SDW ESCR8, OX10011/1 fixing to softwood, 100mm long11/ 3Carpentry First Fixing - Roof and Structural Timber*Sawn softwood, Building quality, untreatedTrimming around openings:Kerbs, bearers and the like: 19 x 100 mm%Boarding to gutter bottoms and sides:25 mm,Plywood BS 5268 PT2 WBP BB/BB exterior grade3Eaves and verge boarding, fascias and barge boards:12 mm thick: over 300 mm wide12 mm thick: 225 mm wideRoof and Structural Timber Work(Sawn softwood, Building quality, treated.Pitched roof members including ceiling joists: 50 x 100 mmSolid strutting to joists:Masonary AccessoriesBedding in cement mortar (1:3)Plates: 100 mm wideCarpenters Metalwork & SundriescGalvanised steel heavy duty restraint straps, 30 x 5 mm section with staggered 6 mm diameter holes:1200 mm girth bent at 100 mmCLADDING/COVERINGMetal Profile Sheet CladdingkComposite fully bonded PIR roof panel ; 1000 mm cover x 80 mm thick core, HPS200 Plastisol coated GalvanitetSupply, design and install insulated composite roof covering consisting of the following: Trapezoidal profiled composite roof panel with 0.5mm thick Colorcoat XL Forte coated steel with 115mm thick LPCB approved insulation core to achieve a U-value of 0.18 W/mK. 0.4mm thick profile liner skin in polyester colour coated steel with a PE15 bright white internal finish.To be installed to softwood with self-drilling standard carbon steel tekscrews with moulded colour heads. Colour for external roof sheet: Agate Grey RAL 7038 or approved Colour internal liner: bright white PE 15 Polyester 0.50 mm thick steel outer sheet:Supply, design and install insulated composite roof covering consisting of Trapezoidal profiled composite roof panel with 0.5mm thick Colorcoat XL Forte coated steel with 40mm thick LPCB approved insulation core to achieve a U-value of 0.46 W/mK.0.40 mm thick internal lining; bright white enamel coating, with factory applied anti condensation tape. Side and end laps sealed with 4 mm thick butyle strip sealant, 1nr continuous line at side lap and 3nr at end position. Protective carbon steel self drilling  Tek type screw fixing with 19 mm bonded washer, fixed in the valley of the sheet, 3nr per rail, per sheet. Side laps stitched @ 450 mm centres with protective carbon steel self drilling screws.Raking Cuts to the above panel.Soaker unit to be formed in 0.7mm thick colour coated steel flashing material, fully supported by your steel / timber work. Soaker to be on site Liquid PVC sealed to the above roof covering. Soaker size allowed 800mm x 400mm with a 150mm upstand. Seal to soaker, to be by other trades.noDual Pitch Ridge flashing detail in 0.7mm thick colour coated steel flashing materials with a bright white internal liner flashing including profiled filler blocks sealed for air tightness.Verge Barge Board in 0.7mm thick Plastisol colour coated steel flashing material, inclusive of loose butt straps, all fixed over you supporting steelwork.Verge apron flashing detail to be formed in 0.7mm thick colour coated steel flashing material including the inner liner flashing for air tightness.IEaves closure flashing and profiled filler blocks including internal sealValley Gutter: to be formed in 1.2mm thick PVC membrane 1.2mm thick galv steel with 50mm thick rockwool duorock insulation board and 0.7mm white enamel liner.Eaves profiled fascia in 0.7mm thick Plastisol colour coated steel flashing material, inclusive of loose butt straps, all fixed over you supporting steelwork.Eaves trimline box gutter allowed in 0.7mm thick Plastisol colour coated steel material pressed in a 225mm profile, to be supported by gutter support arms installed at 1m centres..Manufactured stopend section to suit the aboveCorners to suit the gutter.>Rainwater outlets allowed in 100mm ? to suit the above gutter.'Creating a hole through balcony for RWPLRainwater downpipes formed in colour coated aluminium, formed in 100mm ? fixed back to the wall construction with standard hoop and tee brackets at 1.5m centres.MSwan Neck bends to suit the RwpNConnections to RWP at groundODown Pipe Branches11/6 Soffit cladding< Single skin un-insulated 0.7mm thick colour-coated shallow trapezoidal profiled galvanised steel outer soffit sheet Running perpendicular to the buildingAll fixed over your side rails with self-drilling tekscrews and matching colour caps. Colour to be selected from the standard colour rangeQSoffit angle closure abutment flashing where soffit cladding abuts main building.Canopy soffit cladding:Health & Safety Requirements Safety nets$Offloading / Distribution & Hoisting Lifting Beam11/7 Collection for Roof Page: 11/1 Page: 11/ Page: 11/6 Page: 11/712 - Ext Doors & WindowsWindows and external doorsAWindows; high performance Upvc; double glazed; colour White; ironmongery, key locking; average U value 1.3W/mm2K; Upvc sub-cill APCO Secured By Design performance standard Windows and window frames; including vents where required; glazing gaskets and weather seals; clear glass; laminated internally; toughened externally81.450mm x 2.150mm high; fixed lights; reference W4 & W5 extra; toughened anti-sun glassH1.800mm x 1.200mm high; 2 No top hung opening lights; reference W7 & W882.400mm x 1.800mm high; fixed lights; reference W2 & W3*4.650mm x 1.175mm high; fixed lights - W1a)4.650mm x 2.150mm high; fixed lights; W1*4.650mm x 2.1250mm high; fixed lights; W6Cost AlternativeOWindows and External Doors for Extra Over Cost for Alternative colour Gale Grey12/ External DoorsjExternal doorset complete, site assembly of components as necessary Aluminium doorsets, Kawneer UK Ltd ref AA605TE glazed swing doors; polyester powder coated finish; sealed insulated double glazed unit with clear toughened outer pane and clear laminated inner pane; factory fitted ironmongery; plugged and screwed / fixing EPDM weatherseal; sealant both sides; Pair of Doors71.898 x 2.40 structural opening size, single leaf ED 01Alternative Cost forAluminium doorsets, Kawneer UK Ltd ref AA605TE glazed swing doors; polyester powder coated finish; sealed insulated double glazed unit with clear toughened outer pane and clear laminated inner pane; Dorma UK Limited ref ED250 automatic swing door operator, infra-red controlled; presence sensor and finger guard safety devices; factory fitted ironmongery; fixing in to structural glass system; sealant both sides@Doors and frames in aluminium : "Technal" : "Hinged CD Commercial Door" : polyester powder coated (colour TBC) : hermetically sealed double glazed units as specified on drawings : ironmongery as noted and specified on drawings : weatherstripping : draughtstripping : thresholds and cills as noted : as drawing 16, 17, 18Doors and framesPolyester powder coated security grade steel flush doorset, type E, class 3 burglar resistance, supplied as complete set, panic push bar type opening device, in accordance with BRA=1.800 x 2.100 structural opening size, single leaf ED02, ED08NoDoors?1.000 x 2.100 structural opening size, single leaf ED 03; ED 07Single door and window; to suit opening approximately 2.400 x 1.800 : manifestation. (Prov Sum) as drawing : ironmongery; fixing to prepared opening in masonry in accordance with manufacturers instructions; slidingQcombined window and door 2.150 high x 2.400 wide; typical ref W4 / ED5; W5 / ED6Pair of doors; to suit opening approximately 2.400 x 2150 : manifestation. (Prov Sum) as drawing : ironmongery; fixing to prepared opening in masonry in accordance with manufacturers instructions$sliding doors 2.400mm x 2.150mm ED042Unframed iso;ated Trims / Skirtings / Sundry Items&Standard mouldings in wrought softwood!Window boards, nosed and tongued: 25 x 175 mmreturned and notched end!Paint / Clear Finishes - InternalhPrepare, knotting, stopping; apply one coat primer, one undercoat and two gloss coats to timber surfacesGeneral surfaces; window cillsnot exceeding 300 mm girthuSealant : "Fosroc Ltd." : Nitoseal MS60" : joint backing and expandafoam polyethylene cord backing : as Spec L20.820APointing frames metal framesSecurity Doors / ShuttersGalvanised steel roller shutters; HAG ref Armourguard F1; polyester powder coated finish; electrically operated with key switch; fixing with steel fixing cramps to masonry; sealant both sides; or similarCExternal doorset complete, site assembly of components as necessary1.200 x 2.400 overall2000 x 2.400 overall2.400 x 2.400 overall2.400 x 1.200 overall2700 x 2.700 overall5000 x 2.700 overall"Collection for Ext Doors & Windows Page: 12/ 13 - StairsStaircase & BalustradingRContractor designed; timber staircase and half landing; pre-finished and decoratedStaircases including balustrades; complete; balustrading to one side of stair and at first floor landing; strings, newel posts: etcYStaircase; 2647mm rise; 2760mm going; 1.200mm clear unobstructed width; 41.5 degree pitch#Unframed isolated trims / skirtings Wrot softwoodApron 32mm x 275mm!Isolated handrails and grab rails&50mm diameter; broom shank rail; screwfixed to wall bracketsSundries Wall BracketsTo suit handrailPainting & DecorationNOne coat primer; one undercoat and one finishing coat of Dulux Satinwood paintGeneral surfacesExceeding 300mm girthGeneral surfaces; handrailNot exceeding 300mm girth13/1 Collection for Stairs Page: 13/114 - Internal Walls"Internal Wall - Lower Ground FloorwSolid dense concrete blockwork 7N/mm2, stretcher bond and pointing in gauged mortar, mortar 1:1:6, laid stretcher bond;bLlintels; Stressline hi-strength prestressed concrete; bedding and pointing in cement mortar (1:3)65 x 140 x 1350mm long14/ Proprietary partitions; British Gypsum Gypframe metal stud system; tapered edge sheeting of 1 layer 12.5 thick Gyproc wallboard plasterboard to both sides, butt joints; applying continuous beads of sealant to perimeters of construction, fixing with screws to steel frame comprising head and floor channels, Gypframe 70 S 60 vertical 'C' studs at 600 centres; butt joints filled with joint filler tape and joint finish, spot filling; fixing with screws to manufacturers details [excludes insulation, taken elsewhere]1Partitions; boarded both sides; overall 100 thickheight 2400 - 2700)extra for forming door opening 910 x 2110*extra for forming door opening 1810 x 2110Internal AnglesExternal Angles7Glass mineral wool insulation; Knauf Earthwool Acoustic(70 thick; between members at 400 centresXvertical; to metal studs; fixing method at the discretion of the Contractor; Provisional"Internal Wall - Upper Ground FloorWalls, PartitionsPrecast concrete lintels; manufacturer Contractor's choice; bedding in gauged mortar; as spec F30:735 (CONTRACTOR DESIGNED WORKS) (Approximate Quantities)*Lintels; to 100 thick blockwork partitions100 x 140 x 1210 longRuberoid Hyload Original high performance polymeric DPC; 100 laps; bedding in cement-lime mortar (1:1:6); no allowance made for laps#width not exceeding 225; horizontal Forming cavities in hollow walls7Plywood B.S.6566, II/III grade, WBP bonded; butt joints18 thick to wallsAwidth exceeding 300; fixing to timber with screws, countersinking14/4 Collection for Internal Walls Page: 14/ Page: 14/415 - Internal DoorsInternal DoorsCSliding folding partitions mainly in aluminium and laminated panelsDuvale Acoustic Operable Walls, Type 100; Duvale Ltd, Unit 7, Valley Farm Industrial Estate, Reeds Lane, Sayen Common, West Sussex, BN6 9JQ; mechanical seal to top and bottom; exposed SAA aluminium edge profiles; 4 thick Koto veneered with semi matt acid catalyst lacquer finish; assembling; fixing single point top track trolley system and suspension brackets with screws to timber backgrounds; fixing jambs with screws to timber bckground; adjustingy4500 x 2400 opening size; five centre folding panels and one telescopic panel centre stacking; finish weight 45 kig/sqmAluminium doorsets, Kawneer UK Ltd ref AA3572 glazed sliding doors; polyester powder coated finish; sealed insulated double glazed unit wit< h clear toughened outer pane and clear laminated inner pane; automatic sliding door operator, infra-red controlled; presence sensor and finger guard safety devices; factory fitted ironmongery; fixing in to structural glass system; sealant both sidesR2.00 x 2.40 structural opening size, one fixed leaf, one pening leaf or bi parting15/ ,Doors / Shutters / Hatches / - Timber DoorsYSupply and fix; Solid core Interior doors; Oak Veneer, lipped all edges; factory finished826 x 2040 x 40926 x 2040 x 40RSolid flush doors with hardwood veneers laminate; with vision panels clear glazing626 x 2040 x 40; pair of doorsYSolid flush doors with hardwood veneers laminate; with vision panels clear glazing; FDS30826 x 2040 x 40; pair of doors2Door frames and door lining sets in softwood, wrot17 Nr different sets#150 x 32 linings; fixing to masonry 25 x 38 stops&75 x 25 architraves; fixing to masonryintumescent S/S/S to liningsZPrepare, knotting, stopping; one coat wood primer, , Two undercoats, One coat Gloss Finish)Frames, linings and associated mouldings:CFix only ironmongery (prime cost sum for supply included elsewhere)To flush doorsdoor stops; floor fixingpair lever handles pull handleskicking plates push plates sign plates coat hooks"To softwood frames and flush doors butt hingesoverhead door closersmortice latchesmortice/ dead locks Disabled lock15/3 Collection for Internal Doors Page: 15/ Page: 15/316 - Wall FinishesBaseboarding; Gyproc wallboard plasterboard, tapered edge; butt joints, filled with joint filler, tape and joint finish, spot filling; fixing with dry wall adhesive$12.5 work to walls on blockwork basewidth exceeding 300+extra for forming door opening 4.910 x 2110fBritish Gypsum Board finish plaster, Thistle; finishing coat of board finish, 3 thick; steel trowelled$3 work to walls on plasterboard basewidth not exceeding 300 Angle beads*British Gypsum Thistle Thincoat angle bead[One mist coat, two full coats Dulux Trade Diamond Quick Drying Eggshell (water based) paintPlaster general surfacesgirth exceeding 30016/ ,extra for forming door opening 2.410 x 2.110,extra for forming door opening 4.910 x 0.900PLinings to reveals and soffits of openings and recesses, width not exceeding 300iRedecorating; clean down; one mist coat two coats Dulux Diamond matt emulsion; existing painted surfaces;Walls; General surfacesgirth over 300mmCollection for Wall Finishes Page: 16/17 - Floor Finishes&Cement based levelling/wearing screeds*Proprietary quick drying levelling screed;75mm thick; over 300mm wide775mm thick; over 300mm wide; on existing concrete floorE75mm thick; over 300mm wide; on existing concrete floor (Provisional)Trowelled Finish over 300mmover 300mm (Provisional)#Kingspan Kooltherm K103 Insulation;@75mm thick floor insulation; laid horizontally; over 300mm wideB25mm thick floor insulation; laid vertically; not exceeding 150mm%Rubber / Plastics / Carpet / Sheeting\Contract, Needlepunch range 500 x 500 mm carpet tiles, spot bonding with adhesive (Broadrib)Plain coloured carpeting to:floorsKarndean Gluedown Da Vinci Wood Strip Natural Oak Ref RP102 fixed to prepared level cement and sand base with adhesive; butt jointed to or similar approvedFloors over 300 mm wide:5 mm thick, floor planks17/ NPolysafe Stone FX PUR; laid in accordance with manufacturers recommendations2 mm thick, sheetSit on Coved Skirtings)100mm high, include all angles, ends etc. Accessories;%Black rubber joint/transition strips;extra; joint/transition strips to manufacturers recommendations; plugged and screwed to floor, between different floor finishes!Staircase areas over 300 mm wide:2.0 mm Safetred Universal sheet1Rubber/Plastics/Cork/Lino/Carpet Tiling/SheetingAltro Wood Safety FlooringEover 300 wide; laid in accordance with manufacturers recommendationstreads; 150 - 300 widerisers; 150 - 300 highextra over for nosings pieces(Propriety quick drying levelling screed.+Floor screed, level to insitu concrete slabSnominal 5-10mm thick; laid and level to falls only; trowelled smooth (Provisional)Painting/Clear Finishing Floor CoatingGeneral surfaces;Smooth Areas; over 300mm*General Fixtures / Furnishings / Equipment!Matwell Frames; Entrance Mattingapprox 2650 x 1650mm3Unframed Isolated Trims / Skirtings / Sundry Items.Hardwood Skirting; Factory Finished; Light Oak220 x 145mm pencil round as details; adhesive fixed MDF Skirting/25 x 145mm 5mm bevel as details; adhesive fixed17/3 Collection for Floor Finishes Page: 17/ Page: 17/318 - Ceiling Finsihings9Plasterboard Dry Lining / Partitions / Suspended CeilingsDemountable suspended ceiling system; Armstrong Ultima Mineral Tile Board ref 9536M ceiling tiles, 600 x 600 x 19 thick; Trulok Prelude exposed suspension system,Linings to ceilings;exceeding 300 wide; horizontalHextra over for additional supports to mechanical and electrical fittings Edge trims/Perimeter detail, Trulok Perimeter Trim BPT3215Dry lining; two layers Gyproc Soundbloc board 15mm thick; butt joints; outer board flush jointing with filler, paper tape and joint finish; metal resilient acoustic bars; fixing with screws to timber base;Dry linings; ceilingssloping; over 300mm wideDry lining; two layers Gyproc Soundbloc board 15mm thick; butt joints; outer board flush jointing with filler, paper tape and joint finish; metal resilient acoustic bars; fixing with screws to timber base; staircase areasDry lining; one layer Gyproc Wallboard 12.5mm thick; one layer Gyproc Moisture Resistant board 12.5mm thick; seal both faces with sealer; butt joints; flush jointing with filler, paper tape and joint finish; fixing with screws to timber base;Dry linings; ceilings; sloping18/ Bulkheads 200mm high 400mm high Ceiling access hatches; Ceildor;kAccess hatch and frame, Unihatch reference UNI/CTPP/FR, 60 minute rated with budget lock; sealing all round610 x 610mm; approximate<Plaster; Thistle Multi finish in single coat; smooth finish;Ceilings; to plasterboard base3mm thick; width over 300mm$3mm thick; width over 300mm; sloping'3mm thick; width over 300mm; staircasesAccessories; galvanised steelto suit 3mm plaster.Accessories; galvanised steel; staircase areas Angle beadM60 PAINTING/CLEAR FINISHINGPPainting; one mist coat, two coats Dulux Diamond Matt emulsion; plaster surfaces!girth over 300mm; staircase areasCeilings; General surfaces18/3 !Collection for Ceiling Finsihings Page: 18/ Page: 18/3 19 - Fittings Vanity Units/Vanity unit 1800mm long to first floor gents WCDitto 2300mm long to ladies WC.Cubicle partitions; Venesta Washroom Systems Ltd "Centurian" range; screwing to floor and wall; all ironongery and accessories, including 1nr coat hook (ref 0397094) and 1nr toilet roll holder (ref 0302527); or similar approved*Cubicle partition sets complete with doors6range of 2nr cubicles; 2nr doors; 1nr separating panelnr7range of 3nr cubicles; 3nr doors; 2nr separating panelsAGrab Rails, rail, Armitage Shanks, Doc M Contour 21, Ref SA - 02HGrab Rails, hinged rail, Armitage Shanks, Doc M Contour 21, Ref SA - 0219/ Collection for Fittings Page: 19/20 - Mechanical InstallationsMECHANICAL INSTALLATIONS:WORKS TO BE CARRIED OUT BY NOMINATED MECHANICAL CONTRACTORMechanical installations - Allow the Prime Cost Sum of 86,000.00 for carrying ot the works. The contractor shall include for the supply, delivery, installation, test and commissioning of all items of equipment to form complete installations.6Mechanical installations - Allow the Prime Cost Sum ofMain Contractor Allowances:Attendance and profit(A64 - Preliminaries / General ConditionsCompliance with CDM regulations+Mechanical services design responsibilitiesTesting & commissioningHandover document< ationTraining of client's staffProvision of spares#Ventilation Services - Ground Floor Domestic Services - Ground Floor!Lagging Insulation - Ground FloorHeating Services - Ground Floor%Plantroom Installation - Ground Floor"Ventilation Services - First FloorPDomestic Services - First FloorQ Lagging Insulation - First FloorRHeating Services - First FloorSSanitary FittingsTFoul drainage above ground20/ <General builders work; for Mechanical Services Installations GenerallyMMarking positions of holes, mortices and chases in the structure or finishesFormed during construction.Cutting holes for pipesJNot exceeding 55 nominal size, 150 suspended concrete floor, making good.<Not exceeding 55 nominal size, 215 block wall, making good.<Not exceeding 55 nominal size, 440 block wall, making good.WNot exceeding 55 nominal size, 100 timber stud wall ply faced both sides, making good.4Not exceeding 55 nominal size, 12.5 plywood casing.0Not exceeding 55 nominal size, 18 plywood floor.C55 to 110 nominal size, 150 suspended concrete floor, making good.,55 to 110 nominal size, 12.5 plywood casing.)55 to 110 nominal size, 18 plywood floor."Cutting holes for ducts or outletsBNot exceeding 1m girth, 140 block wall, rectangular, making good.BNot exceeding 1m girth, 215 block wall, rectangular, making good. Sawn softwoodIndividual or framed supports50 x 50.General Builders WorkFramework to receive pipe casing; 25 x 38 mm horizontal members at 600 mm centres; 25 x 38 mm vertical members at sides; 38 x 38 mm vertical members at angles:250 x 250 Three sided vertical pipe casing consisting of 50 x 50 (nominal) treated softwood framing and 12mm external quality plywood lipped on all exposed edges decorated on all exposed faces Insulation=Glass fibre insulating solil and vent pipes, fixed vertically 150 mm thickIndividual supports32 x 32.,Medite MDF boarding, smooth finish for paintPanelsI18 x 300, fixing with brass cups and screws, additional 25 x 50 framing.Plywood, WBP gradeAccess panels, 12.5 thickI150 x 150 fixing with brass cups and screws, additional 25 x 50 framing.Isolated casings, 12.5 thick12 mm linings or casings:AVertical, not exceeding 600 girth, fixing to timber with screws.0Mat or quilt insulation, Gypglas 1000, 150 thick1In casings around pipes, horizontal and vertical.OPainting wood, one coat primer, one undercoat and two matt finishing coats oilNot exceeding 300 girth."Cutting or forming holes for pipesBnot exceeding 55 nominal size; in blockwork 100 thick; making goodIover 110 nominal size; in plasterboard ceilings 12.5mm thick; making goodAover 110 nominal size; in timber flooring 25mm thick; making good20/4 'Collection for Mechanical Installations Page: 20/ Page: 20/421 - Electrical InstallationsELECTRICAL INSTALLATION::WORKS TO BE CARRIED OUT BY NOMINATED ELECTRICAL CONTRACTORElectrical installations - Allow the Prime Cost Sum of 80,000.00 for carrying ot the works. The contractor shall include for the supply, delivery, installation, test and commissioning of all items of equipment to form complete installations.6Electrical installations - Allow the Prime Cost Sum of0Remove existing installations, disposal off site0Installation of Low Voltage Distribution SystemsIInstalation of Internal, External Amenity and Emergency Lighting Systems!Installation of Car Park LightingInstallation Small PowerInstallations - Telecom Wiring-Installation of Mechanical Plant Supplies etc-Installation of Ventilation Systems Circuitry.Installation of Hand Dryers circuits and units$Installation Disabled WC Call SystemInstallation of CCTV System&Installation of Induction Loop systemsInstallation of WI FI SystemFire Alarm SystemEvacuation SytemsTesting/Commissioning Labelling21/1 <General builders work; for Electrical Services InstallationsHCutting or forming holes mortices sinkings and chases; concealed conduitluminaire point; making good=80mm holes in side of kitchen units for W/M plug; making good socket outlet point; making good!fitting outlet point; making good-equipment and control gear point; making goodForm boxing around consumer units 12mm WBP plywood backing board; overall 700 x 2360; on and including 50 x 125 timber supports; allow for screw fixings and magnetic catches21/2 'Collection for Electrical Installations Page: 21/1 Page: 21/222 - Lift InstallationsLIFT INSTALLATIONSLift installations - Allow the Prime Cost Sum of 25,000.00 for carrying ot the works. The contractor shall include for the supply, delivery, installation, test and commissioning of all items of equipment to form complete installations.LDisabled passenger platform lift installations - Allow the Prime Cost Sum of ScaffoldigLighting22/1 !Collection for Lift Installations Page: 22/123 - External Finishes)Fibre Cement Profiles Cladding / CoveringCedral Weatherboard BS EN 12467 : 2004 Category A Class 2; Autooclaved fibre cement plank. cladding system, or similar approved, including: 3.600m long x 190mm wide x plank 10mm thick, pre drilling fixing with stainless steel ring shank minimum size 2.8 x 45mm with 7 - 10mm head to treated softwood; Weatherboard trims to match colour. all joints and abuttments, all necessary extra supports, fittings, trims, sealants, joint profiles at intersectionsWall claddingsexternal, over 300m wideraking cuttingexternal cornerexternal corner / window reveal(angles; internal 60 x 60mm (Provisopnal)-connection profile to window reveal 45 x 15mm&perforated closure - pest infiltration/perforated closure - pest infiltration; sloping)Carpentry / Timber Framing / First FixingTreated Softwood Bearers;Supporting fixings;50 x 50mm treated sawnExternal Render+Cement sand render; steel trowelled finish,Two coat render to wallsOTwo coat render repairs to walls, to match existing, fair joint new to existingC20 thick, over 300 wide, to existing walls (Approximate Quantities)'Single coat dubbing in repairs to wallsC16 thick, over 300 wide, to existing walls (Approximate Quantities)23/1 Accessories, stainless steel,External beads, stops etc Stop beadsAngle beads; external Drip beadsMovement beads"Stop beads, abuttment with masonry23/ Sundry insulation/proofing work"Fire Resistant TCB Cavity Barriers<Cavity Stop to close cavities; not exceeding 150mm; sloping!Cavity stop to eaves; 150 - 300mmFCavity Stop to junction ground floor ceiling/first floor; 150 - 300mmSealant JointsMastic Pointing to Frames;23/3 Collection for External Finishes Page: 23/1 Page: 23/ Page: 23/324 - Site PrepsSite preparations (Provisional)`Clearing site of all debris, undergrowth/vegetation, rubble, etc., disposal of arisings off site24/1 Collection for Site Preps Page: 24/125 - External Retaining Wall0.50 m deep: curvedE1.00m maximum depth; distance between opposing faces exceeding 2.00m:L1.00m maximum depth; distance between opposing faces exceeding 2.00m: curvedL2.00m maximum depth; distance between opposing faces exceeding 2.00m; curvedD4.00m maximum depth; distance between opposing faces exceeding 2.00m25/ 250 - 500mm high; curved"generally; in beds, curved cuttinggenerally; in walls; curvedlevel; 150mm wide: curved100 thick: curved200 wide%in runs exceeding 3.00 m long: curved25/5 &Collection for External Retaining Wall Page: 25/ Page: 25/526 - Roads & ParkingRoad Access & Parkingoff site0Granular material type 1 to be obtained off siteFilling to make up levels=4/20 graded agrregate; average thickness not exceeding 0.25m94/20 graded agrregate; average thickness exceeding 0.25mCompacting surface of filling;fall and crossfallsIFilling to make up levels by machine; compacting with a vibratin< g roller:(6F2 grade material; average 110 mm thick MOT Type 1 sub base, 200mm thickBHeavy duty polyethylene separation membrane, visqueen, 1200 gauge,1Single layer with 150 mm side and end laps; laid: horizontallyvertically 200 - 400 mm;Tenser 5530 geogrid geotextile membrane, laid horizontally26/1 Precast concrete; standard or stock pattern units; B.S.7263; bedding, jointing and pointing in cement mortar (1:3); on plain in-situ concrete foundation; B.S.5328 ordinary prescribed mix C20P, 20 aggregateXEdgings; rectangular section; square edge; concrete foundation and haunching; formwork350 x 150 edging kerb; 200 x 100 foundation; curved\Kerbs; rectangular section; bullnosed type BN; concrete foundation and haunching; formwork%125 x 225 kerb; 300 x 150 foundation-125 x 225 kerb; 300 x 150 foundation; curvedExtra over quadrant kerbBlocks pavings; Marshalls keyblok concrete; thin joints; bedding on 25 sand; layout as drawings; covering and grouting with washed crushed granite sand, compacting with plate vibrator, sweeping off surplusC200 x 100 units to roads on sand, granular or blinded hardcore base80 thick; laid in straight herringbone pattern to falls and crossfalls and to slopes not exceeding 15 degrees from horizontal (pavements)?Road markings, thermoplastic, Triflex UK Limited Triflex range,)width over 300mm, cross hatching, yellow,!less than 300mm, straight, white,600mm wide, straight-disabled symbol, approximately 1,700x1,800mm,"arrows, approximately 950x1,950mm,ExclnDisabled logo; white thermoplastic screed on light blue thermoplastic screed 1600mm wide 1800mm high - Deail FWS / 1023A / 3750 / GIVE WAY Traffic SignsGIVE WAY26/2 Coated Macadam Asphalt pavingszSurface course 25mm 70/100 pen binder, 55mm AC dense binder course 100/150 pen binder, subbase granular measured elsewherelevel or to falls to sub base26/3 Collection for Roads & Parking Page: 26/1 Page: 26/2 Page: 26/327 - Path & FootpathsPaths & FootpathsVSmartledge flexible lawn edging; frost proof polypropolene; fixing with pins, jointingEdgings!140mm wide; laid to various radii&average thickness not exceeding 0.25m27/1 Collection for Path & Footpaths Page: 27/1 28 - FencingFencingrVehicular gates & posts, include for foundations as required, include for ironmongery and accessories as required,22 equal leaves, 5.200 wide 1.000mm overall height,Metal Gates; B.S.4092 Part 1; mild steel; square hollow section framework; square hollow section infilling at 100 centres; galvanised after manufacture; including stops, catches and independent gate staysChain Link Gates|single, 1000 wide x 2.100 high; wide opening between piers or posts; hanging fittings and fastenings, build-in type fittingspair; each leaf 1800 wide x 1800 high; wide opening between piers or posts; hanging fittings and fastenings, build-in type fittingsSSingle rail knee high fence, 75x75mm treated rail set at 450mm, posts every 1,200mm 550mm highUSite fencing, secure, polyester powder coated palisade fence, include for accessories1200mm high; stepped 2400mm highSite EquipmentParking bollard, type B1, reinforced anti-ram bollard, Marshalls RS 150, 2mm thick grade 316L stainless steel, brushed satin finish, include for foundations 1,000mm high28/ Collection for Fencing Page: 28/29 - SW DrainageuExcavating trenches to receive pipes not exceeding 200 nominal size; disposing of surplus excavated material off siteCommencing from reduced ground level; filling in above 450 beds or coverings with selected granular material; compacting backfillingaverage depth 500 - 750average depth 750 - 1000'average depth 1000 - 1250 (provisional){Commencing from reduced ground level; filling in above 450 beds or coverings with granular material; compacting backfilling@Granular material, 10 - 20 nominal size, to be obtained off siteBeds and surrounds:350 x 450 bed; 100 thick surround to 110 nominal size pipeMPVCu pipes and fittings; Osma or similar flexible push-fit flexible couplingsPipework in trenches150 nominal sizeextra; branches extra; bendsextra; rocker pipes100 nominal size29/ uPVC accessoriesgRoddable rain water pipe gullies; joint to pipe; bedding and surrounding in concrete; grating and frame150 outlet trapSRoad Gullies; joint to pipe; bedding and surrounding in concrete; grating and framelExternal Aco drain or similar; including all associated excavation; pedestrain grade grating cover and frame"Aco drain: with associated grating+extra: connection/sump unit to 150 pipework extra: endsTesting and commissioningDrainage systemduring works and on completionManhole and Inspection ChambersPolypropylene inspection chambers; including all associated excavation, earthwork support, disposal, working space, 150mm thick concrete bed, backfilling with well compacted bedding material; B125 grade cover and frame; as detail on drawingsInspection Chambers0chamber average depth 1000: 475 diameter chamber0chamber average depth 1250: 475 diameter chamberkchamber average depth 1250: 600 diameter chamber, Oriflo Flow Control P Series, Free Flush Water Management4Existing Drains Constructed over existing drain pipeExisting main sewer pipework; exposing sewer; cutting into and creating new connection; building new Inspection chambers complete, on existing pipe run; excavating pits, compacting, working space allowance, earthwork support, off-site disposal, backfilling, plain in situ concrete bed and surround, precast concrete rings, concrete cover slab, channels, bends, concrete benching, brick raising, building in ends of pipes, step irons, all as spec*Concrete ring inspection chamber, externalU900 diameter x 1250 deep to invert; 150mm channel, building in 2No 150 diameter pipes&Cast iron covers and gratings, as spec9cover and frame type C250 Heavy Duty, 675 x 675, external29/3 Collection for SW Drainage Page: 29/ Page: 29/330 - FW DrainageCommencing from reduced ground level; filling in above 350 beds or coverings with selected granular material; compacting backfillingaverage depth 250  500average depth 1000 - 1250Extra for forming hole through foundation wall 350 thick cavity wall, build in pipework, build in concrete lintels to bridge, make good all works disturbedPlain in-situ concrete"300 x 300 to 110 nominal size pipeVertical casings(Form joints in concrete bed and surround'25 thick compressible board , 500 x 50030/ extra; soil pipe adaptorextra; rest bends!Extra over for branches 100 x 100Extra over for rocker pipesPipework in trenches; vertical`External roddable gullies; joint to pipe; bedding and surrounding in concrete; grating and frame100 outlet trap/chamber average depth 750: 475 diameter chamberWork to existing drainageExcavate at side of existing manhole; breaking out existing concrete/brick manhole wall for pipe; cutting out benching; providing and inserting vitrified clay channel; building in end of pipe; making goodD100mm drain, 1.110mm deep to invert; size 1200mm diameter internallyD100mm drain, 1.250mm deep to invert; size 1200mm diameter internally30/3 Collection for FW Drainage Page: 30/ Page: 30/331 - LandscapingSeeding & TurfingImported topsoil9average thickness not exceeding 0.25m (public grass area)Turfing@Imported turf; meadowland, maintaining for 12 months after layergeneral surfaces (Provisional)Surface applications-Fertilising new topsoil for planting and lawn31/1 Collection for Landscaping Page: 31/132 - Provisional SumsDefined Provisional SumsThe contractor is to allow in pricing mark up against costs, discounts, overheads and profit, allowance for attendances, required to enable completion of the works.PSupply to site, Roof Structure supplied by Manderwood Timber Engineering Limited< (Allow the Provisional Sum of 15,000.00'Manifestation graphics to doors/screens1Miscellaneous metalwork fixings/restraints/strapsSupply of IronmongerySumeSupply and installation of Whiterock white PVC extruded sheet wall panels and associated accessories;[Supply and installation of Respatex extruded sheet wall panels and associated accessories;7Supply & Fix, Accoustic Absorbant and Deflection PanelsSupply kitchen equipmentKitchen fittings*Sundry other fittings required by EmployerHat & Coat HooksExternal SignageShelvingMirrorsToilet Roll HoldersPaper Towel Dispenser Towel Rail, Towel HookAdditional Fitted FurnitureBaby Change fold down shelfU&Bar servery counters and backfittings.32/1 Display units and shelving.vEntrance Walkways in steel with associated railings to side elevations, one side and front rturn; 1m return both sidesQGlass balustrading to balcony frontage approximatley 30m long necessary fittings.Balcony structural steelwok galvanised walkway, fixing to building, structural stee frame and timber walkway and non slip deckingPlanting3Entrance Walkways in steel with associated railings%Structural columns to entrance canopyAdd forhe contractor is to allow in pricing mark up against costs, discounts, overheads and profit, allowance for attendances, required to enable completion of the works.%32/2 Collection for Provisional Sums Page: 32/1 Page: 32/2 33 - DayworksDAYWORKNo daywork will be allowed without the written approval of the Contract Administrator. Where daywork is approved, vouchers of time and materials for the work are to signed by the foreman and presented on a weekly basis for approval and formal instruction}The contractor will be allowed the prime cost of such daywork calculated in accordance with the 'Definition of Prime Cost of Daywork carried out under a Building Contract' last before issued by the Royal Institute of Chartered Surveyors and Building Employers Confederation together with such percentage additions to each section of Prime Cost as the contractor shall insert below.LabourProvisional Sum of 1000.006Add % to the foregoing for overheads and profit ElectricianPlumber(ii) Materials7Add % to the foregoing for overheads and profit (iii) PlantProvisional Sum of 500.0033/1 Collection for Dayworks Page: 33/134 - Contingencies CONTINGENCIES<Include the Provisional Sum of 20000.00 for contingencies.34/1 Collection for Contingencies Page: 34/1 DCMS 2050&Collection for Hendy Community Council1-General Conditions & Contractors Design Works2Prelims3 Demolition4!Site Preperation / Retaining Wall5Low Level Retaining Wall6Low Level Substructures7Upper Level Substructures8Balcony Foundations9External Walls10 Upper Floor11Roof12Ext Doors & Windows13Stairs14Internal Walls1516 Wall Finishes17Floor Finishes18Ceiling Finsihings19Fittings20Mechanical Installations21Electrical Installations22Lift Installations23External Finishes24 Site Preps25External Retaining Wall26Roads & Parking27Path & Footpaths2829 SW Drainage30 FW Drainage31 Landscaping32Provisional Sums33Dayworks34 Contingencies!Total for Hendy Community Council  W, -37 @9 ";;\>[@ CEJ}LNOZPlQT^Ut tW XX Z H[\L^c_7abcdVePfyhAiymlZn?o~qstv ox y zR|x}Ő@ 4=8@ҭ Nzq? ݺ <KwNzE[cbjJR  %-px )1\@" | . &   8J N &  # O  ~?  cc@ VPK![Content_Types].xmlN0EH-J@%ǎǢ|ș$زULTB l,3;rØJB+$G]7O٭V > > > > > @ B E @ F F @ D E @ F F @ A E @ F F @ D E @ F F @ C E @ F F @ D E @ F F @ C E @ F F @ D E @ F F @ C E @ F F @ D E @ F F @ C E @ F F @ D E @ F F @ C E @ F F @ D E @ F F @ C E @ F F @ D E @ F F @ C E @ F F @ D E @ F F @ D E @ F F ? ? ? ? ? ? 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