for refurbishment & extension including associated siteworks at...

DRAFT Bill of Quantities

for

Refurbishment & Extension including

Associated Siteworks

69 Merrion Road

Dublin

Oct-17

at

Refurbishment Extension at 69 Merrion Road

General Summary

Total (C)

BOQ 1 - Main Building

(10) Demolitions & Alterations BOQ 1 1/20

(19) Substructures BOQ 1 2/15

(21) External Walls BOQ 1 3/11

(22) Internal Walls BOQ 1 4/5

(23) Floor Structure BOQ 1 5/8

(24) Stairs, Balustrades & Handrails BOQ 1 6/3

(27) Roof Structure BOQ 1 7/6

(28) Frame BOQ 1 8/7

(31) External Wall Completions BOQ 1 9/8

(32) Internal Wall Completions BOQ 1 10/5

(34) Staris, Balustrades & Handrails; Completions BOQ 1 11/2

(37) Roof Completions BOQ 1 12/5

(41) Wall Finishes Externally BOQ 1 13/2

(42) Wall Finishes Internally BOQ 1 14/6

(43) Floor Finishes BOQ 1 15/6

(45) Ceiling Finishes BOQ 1 16/7

(47) Roof Finishes BOQ 1 17/10

(74) Sanitary Fittings BOQ 1 18/3

(79) Building Fittings & Furniture BOQ 1 19/6

Subtotal Main Building

BOQ 2 - External Works

(10) Site Preparation BOQ 2 1/8


(30) Site Enclosures BOQ 2 3/13

Total Carried Forward €

Page Nr

General Summary 1


General Summary

Total (C)

Total Brought Forward €

(40) Roads, Paths & Paving's BOQ 2 4/7

(50) Site Services (Piped & Ducted) BOQ 2 5/26

(60) Site Services (Mainly Electrical) BOQ 2 6/11

(70) Site Fittings BOQ 2 7/3

(80) Landscaping BOQ 2 8/4

Subtotal for External Works

BOQ 3 - Caretakers Unit


(21) External Walls BOQ 3 2/7

(22) Internal Walls BOQ 3 3/2

(27) Roof Structure BOQ 3 4/5

(28) Frame BOQ 3 5/5

(31) External Wall Completions BOQ 3 6/8

(32) Internal Wall Completions BOQ 3 7/3

(37) Roof Completions BOQ 3 8/3

(41) Wall Finishes Externally BOQ 3 9/2

(42) Wall Finishes Internally BOQ 3 10/3

(43) Floor Finishes BOQ 3 11/4

(45) Ceiling Finishes BOQ 3 12/5

(47) Roof Finishes BOQ 3 13/6

(74) Sanitary Fittings BOQ 3 14/4

(79) Building Fittings & Furniture BOQ 3 15/5

Subtotal for Caretakers Unit

Total Carried Forward €

Page Nr

General Summary 2


General Summary

Total (C)

Total Brought Forward €

BOQ 4 - Building Services

(59) Mechanical Installations BOQ 4 1/8

(66) Lift Installations BOQ 4 2/9

(69) Electrical Installations BOQ 4 3/3

Subtotal for Building Services

BOQ 5 - Ancillary Items

(06) Preliminaries BOQ 5 1/49

(07) Insurances BOQ 5 2/2

Subtotal for Ancillary Items

Total Excl. VAT

VAT @ 13.5%

Total Incl. VAT

Bond

Total Tender Incl. VAT & Bond

COMPARITAVE COST OF TENDER Qty Unit Total

Craftsperson500 Hrs.

General Operative 500 Hrs.

Apprentice500 Hrs.

TOTAL INCL TENDER CONTRACT SUM & COMPENSION CHARGES

Page Nr

General Summary 3

Description UnitQty Rate € c

WALSH ASSOCIATES (10) DEMOLITIONS AND ALTERATIONS

(10) DEMOLITIONS AND ALTERATIONS

NOTES

A 1. Before commencing thecontractor should give clearindication of the extent of workintended to be carried out andpermission for same will besought by the Architect from theemployer. Note

B 2. The contractor shall be fullyresponsible for ensuring thatweather protection is maintainedat all stages during theconstruction works. Note

C 3. The contractor shall complywith British Standards C.P.94 andC. P. 2004, B.S. 5228 and B.S.6187 in respect of demolitionworks. The contractor must alsocomply with the Engineer'sdemolition specification inrespect of demolition works. Note

D 4. The contractor is deemed tohave visited the Site andascertained the full extent andnature of the demolition. Note

E 5. Rates for the various items ofdemolitions shall be deemed toinclude for removal of theresulting materials and debrisoff site manhandling the debrisfrom the position of alterations;all necessary scaffolding;tarpaulins and dust sheets;protecting existing work fromdamage by workmen or the weatherand removing all temporarycoverings and screens oncompletion. Note

F 6. All works are to be carriedout in such a manner as to ensurethe safety of the works,adjoining properties and thepublic. Prices shall include forall necessary precautions. Note

To Collection €Refurbishment & Extensionat 69 Merrion Road 1/1DRAFT BOQ 1



(10) DEMOLITIONS AND ALTERATIONS (Cont)

A 7. The Contractor shall beresponsible for the method ofdemolitions and any damage orsubsequent damage to the existingor adjoining structures. Note

B 8. The contractor is advised tovisit the site (by appointmentonly) to ascertain the fullextent of plumbing & electricalattendances required to completeworks described; no variationswill be entertained for suchvariations during the progress ofthe works. Note

C 9. The contractor shall ensurethat existing inlets, outlets anddrains be retained and they shallbe kept clear of rubbish andrubble. After completion of thedemolition, such drains shall berodded through and left in fullworking condition Note

D 10. Noise and dust from the worksshall be kept to the minimumpossible. To reduce dust aplentiful supply of clean watershall be used to dampen the site.The contractor shall take allnecessary precautions to preventanything emanating from orassociated with the works frombeing deposited on areas outsidethe contractor’s site areas. Note

E 11. Removal of existingstructures etc. is to be carriedout in such a manner as to causeas little inconvenience aspossible and the contractor willbe held responsible for anyclaims, which may arise from thedisregard of this clause. Therubbish is to be sprinkled withwater to prevent dust rising, andall proper screens and protectionmust be provided to thesatisfaction of the engineer. Note





A 12. All pulling down is to becarried out without damage to theadjoining property and if suchdamage shall occur in thecarrying out of the demolition orreinstatements, the contractorshall reinstate and make good thesame at his own expense. Allraking out and making good is tobe executed with materials andworkmanship to match in everyrespect the surrounding work andis to be properly bonded thereto. Note

B 13. Grub up and remove all oldfoundations. Where new buildingscoincide with, or cross oldfootings, the levels to thebottom of new foundations shallbe made up in lean concrete asspecified. Elsewhere, such levelsshall be made up in clean wellconsolidated hardcore. Note

C 14. The contractor willphotographically record thecondition of retained featuresbefore commencemetnof the works,after protective measures andmechanisms, after any worksundertaken to these features, andat the end of the site worksperiod Note

D 15. Before work commences thecontractor is to use measurementsand photographs as appropriate torecord bonding patterns, jointwidths and special features etc Note





C - DEMOLITIONS & ALTERATIONS

Demolition

The Contractor is to make provisionis the tender price for the removalof any Asbestos within the site by aspecialist contractor and for thedisposal in a safe manner. Thecontractor is to visit the siteprior to submittal of the tender toinspect all areas; all as per Report

Asbestos Removal

A Complete Item 1





Breaking-up and removing; disposeoff site excess materials; as perArchitect's & Engineer's drawings

Demolishing parts of structures

A Existing two storey extension'Commercial Sales G10 - 27m2','Office G11 - 60.54m2' and'Apartment F8, F10, F11 -19.522m2'; 3200mm high from GFLto flat roof, 5360mm high fromGFL to wallplate level, 7210mm toridge level; wall 550mm thick(conctractor to confirm at sitevisit prior to tender return),ground floor walls built inblockwork and granite stone,first floor walls built inblockwork and brickwork, allgranite stonework to be storedon-site for re-use (elsewheremeasured); remove 2 nr. externaldoors and 5 nr. external windows;remove all structural roof andfloor timbers, torch on felt andall associated leadwork to flatroof, leadwork to the pitchedroof (removal of felt, battensand slates elsewhere measured);include for grubbing up existingconcrete floor slab, foundations,underground drainage, fixtures,fittings, internal doors,ceilings, sanitary, floor andwall finishes and existing loosefurniture; all Mechanical andElectrical serivec above andbelow ground to be made safe andblanked prior to removal; disposeall off-site; Complete; all asper Archtects drawings 001, 101,102 Item 1





A Existing external wall of mainbuilding and chimney; 11200mmhigh from GFL to wallplateenclosing ground, 1st and 2ndfloors; wall 550mm thick andchimney 850mm thick (conctractorto confirm at site visit prior totender return), ground floorwalls built in blockwork andgranite stone, first floor wallsbuilt in blockwork and brickwork,all granite stonework to bestored on-site for re-use(elsewhere measured); all flueliners to be removed and disposeoff-site; include for grubbing upexisting concrete floor slab,foundations and undergrounddrainage; dispose all off-site;all as per Archtects drawings001, 101, 10 m2 178

Alterations

Remove and dispose off site excessmaterials; as per Architect's &Engineer's drawings

Removing

B Existing fascia, soffits,grounds, guttering and downpipesand all associated grounds to beremoved where walls are beingdemolished; dispose off-site;complete Item 1

C Existing electrical installationscomplete including power,lighting, security alarm and firealarm; make good surroundingareas; dispose off-site; complete Item 1

D Existing electrical installationsto external face of buildingcomplete; dispose off-site;complete Item 1

E Existing plumbing and heatinginstallations complete; make goodsurrounding areas; dispose off-site; complete Item 1





A Existing mechanical installationsto external face of buildingcomplete; make good surroundingareas; dispose off-site; complete Item 1

B Existing single internal doors,frames, architraves andironmongery; dispose off-site;complete no 5

C Existing double internal doors,frames, architraves andironmongery; dispose off-site;complete no 1

D Existing single glazed door andglazed side screens, frames andironmongery; to existing groundfloor room; dispose off-site;compete no 1

E Existing timber floor joists tothe main building to be removed;dispose off-site; all as perArchitects and Engineers drawingsand spec m 519

F Existing floor boards to the mainbuilding to be removed; disposeoff-site; all as per Architectsand Engineers drawings and spec m2 254

G Existing fireplaces, surroundsand hearths; dispose off-site no 1

H Existing in-built timbercabinets, selving and the like;dispose off-site item 1

J Existing sanitary ware andassociated pipework & wastes i.e.existing WC's WHB's, urinals,baths, trays etc to all existingWC's; remaining pipes to beblanked and made safe; make goodto surrounding areas whereremaining; exisitng WC G9 no 1





A Existing sanitary ware andassociated pipework & wastes i.e.existing WC's WHB's, urinals,baths, trays etc to all existingWC's; remaining pipes to beblanked and made safe; make goodto surrounding areas whereremaining; exisitng WC G4 no 1

B Existing sanitary ware andassociated pipework & wastes i.e.existing WC's WHB's, urinals,baths, trays etc to all existingWC's; remaining pipes to beblanked and made safe; make goodto surrounding areas whereremaining; exisitng WC F3 no 1

C Existing sanitary ware andassociated pipework & wastes i.e.existing WC's WHB's, urinals,baths, trays etc to all existingWC's; remaining pipes to beblanked and made safe; make goodto surrounding areas whereremaining; exisitng WC S10 no 1

D Existing fitted kitchen units,cabinets, countertop and sink toRoom K1 no 1

E Existing 100mm thick stud wallsand finishes (contractor toconfirm thickness of wall on-siteprior to tender return); makegood floor slab and surroundingfinishes; all as per Architectsdrawings and spec m2 65

F Existing 100mm thick blockwork/stone walls and finishes(contractor to confirm thicknessof wall on-site prior to tenderreturn); make good floor slab andsurrounding finishes; all as perArchitects drawings and spec m2 8





A Existing 100mm thick blockwork/stone walls and finishes(contractor to confirm thicknessof wall on-site prior to tenderreturn); make good floor slab andsurrounding finishes; all as perArchitects drawings and spec m2 40

B Existing 300mm thick blockwork/stone walls and finishes(contractor to confirm thicknessof wall on-site prior to tenderreturn); make good floor slab andsurrounding finishes; all as perArchitects drawings and spec m2 58

C Existing 500mm thick blockwork/stone walls and finishes(contractor to confirm thicknessof wall on-site prior to tenderreturn); make good floor slab andsurrounding finishes; all as perArchitects drawings and spec m2 50

D Existing plasterboard andstudwork which encloses the stairflight at ground floor level inWC; make good surrounding areaand leave ready for insertion ofnew flight at later stage;complete Item 1

E Existing double height skirtingand all associated grounds; wallsto be made good after with sandand cement so as to leave alevels backing for fixing new ata later stage; dispose off-site;complete m 350

F Existing dado rail and allassociated grounds; walls to bemade good after so as to leave alevels backing for fixing new ata later stage; dispose off-site;complete m 50

G Existing furniture, fittings andfurnishings are to be removed anddisposed off-site (beds,cupboards, curtains etc); all asper Architects drawings and spec Item 1





A Existing ground floor finishes(vinyl, timber, tiles and carpet) m2 379

B Existing ground floor concretefloor slab; 600mm deep approx(contractor to confirm depth on-site prior to tender return);dispose off-site; all as perArchitects drawings and spec m2 128

C Existing timber external patioand stairs to rear of existingproperty to be dismantled;disposed off-site; complete Item 1

D Existing plasterboard ceiling tobe removed, include for covingand cornices; disposed off-site;complete m2 316

E Existing battens and felt to beremoved and disposed off-site;complete m2 270

F Existing slates to be removed anddispose off-site; complete m2 169

Remove and safely store on-site; asper Architect's & Engineer'sdrawings

Removing

G Existing chimney caps, pots andcowls to be safely removed fromchimeny prior to it beingdemolished; store safely on-sitefor reuse; complete Item 1

H Existing internal timberstaircase including handrails,balustrades and stringcourse;store safely on-site to reuse ata later stage; from ground to 2ndfloor currently totalling 4 nr.flights, all as per Architectsdrawings and spec; complete no 1

J Existing timber shutters to becarefully removed; all safelystored on-site; complete no 24





A Existing single internal doors,frames, architraves andironmongery; ironmongery to beremoved from doors; all safelystored on-site; complete no 14

B Existing single internal doorsand ironmongery; ironmongery tobe removed from doors; all safelystored on-site; complete no 2

C Existing slates to be removed andstored safely on-site; allow forsorting the slates carefully andseparating into those which canbe re-used (if they ring true)(natural slate saved only) andsort according to their differingsizes, those which cannot be re-used can be discarded or used forother masonry repair works suchas galletting in walls etc;remove any mortar from the backof the reusable slates; storesafetly on-site to reuse at alater stage; complete m2 101

D Existing ridge and hip tiles andstore safely on site for reuse ata later stage; complete m 57

E Existing granite stone claddingto extension walls; generally200mm thick (contractor toconfirm at site visit prior totender return); stone to bechemically cleaned and all mortarjointing removed; store safelyon-site to reuse at a laterstage; complete m2 17

F Existing granite stone claddingto main building side wallsenclosed by extension walls;generally 200mm thick (contractorto confirm at site visit prior totender return); stone to bechemically cleaned and all mortarjointing removed; store safelyon-site to reuse at a laterstage; complete m2 10





A Existing granite feature stonecapping to extension walls;generally 200mm thick (contractorto confirm at site visit prior totender return); stone to bechemically cleaned and all mortarjointing removed; store safelyon-site to reuse at a laterstage; complete m 7

Cut out existing structural timbers;dispose off-site; all as perEngineers drawing 300

Removing

B Existing wallplate removed;include for any temporarypropping required; all as perEngineers and Architects drawingsand spec m 32

C Existing rafters removed; includefor any temporary proppingrequired; all as per Engineersand Architects drawings and spec m 275

D Existing rafters removed; re-fit150 x 50mm rafters to front roof;splice fixed inplace; include forany temporary propping required;all as per Engineers andArchitects drawings and spec m 108

Strip all existing internal wallfinishes including wallpaper, paintetc back to the original plasterlayer to allow new finishes; wallsto be made good on completion;disposal off-site; all as perArchitects drawing

Strip wall finishes

E Ground floor; G4, G6, G7, G8, G9,G10, G11, G12 item 1

F First floor; F1, F2, F3, F10, F9 item 1

G Second floor; S1, S2, S3, S6, S7,S8, S10 item 1





Cut opening to existing internal100mm thick stud wall (contractor toconfirm thickness of wall on-siteprior to tender return) for new dooropening; include for temporarypropping as necessary; install newtimber studwork to all junctionswith heads, jambs etc; allow formaking opening true/ level toachieve a sharp vertical edge;reveals to be made good with skimwith all associated beading; referto Engineer's and Architects drawingand spec's

Cutting

A 2400mm x 2100mm high; new ope forD4; Complete no 1

Cut opening to existing external550mm (contractor to confirmthickness of wall on-site prior totender return) thick solid block/stone wall for new door opening;include for temporary propping & sawcutting as necessary; installlintels set in lime mortar(elsewhere measured); providetemporary propping at ends untilconstruction has matured; allow formaking opening true/ level withsalvaged stone to achieve sharpverticall edges; new feature cornerstones to reveals to be included forand inserted to all 3 reveals;reveals to be made good with sandand cement plaster internally withall associated beading; refer toEngineer's and Architects drawingand spec's

Cutting

B 1235mm x 2390mm high; new ope forD(GF)01; Complete no 1





Cut opening to existing internal550mm (contractor to confirmthickness of wall on-site prior totender return) thick solid block/stone wall for new door opening;include for temporary propping & sawcutting as necessary; install steellintels set in lime mortar(elsewhere measured); providetemporary propping at ends untilconstruction has matured; allow formaking opening true/ level withblockwork/ brickwork to achieve asharp vertical edge; reveals to bemade good with sand and cementplaster with all associated beading;refer to Engineer's and Architectsdrawing and spec's

Cutting

A 980mm x 2390mm high; new opebetween existing rooms G8 and G3;Complete no 1

Cut opening to existing external550mm (contractor to confirmthickness of wall on-site prior totender return) thick solid block/stone wall for new window opening;include for temporary propping & sawcutting as necessary; installlintels set in lime mortar(elsewhere measured); providetemporary propping at ends untilconstruction has matured; allow formaking opening true/ level withsalvaged stone to achieve sharpverticall edges; new feature cornerstones to reveals to be included forand inserted to all 4 reveals;reveals to be made good with sandand cement plaster internally withall associated beading; refer toEngineer's and Architects drawingand spec's

Cutting

B 870mm x 1905mm high; new ope forW(GF)06; Complete no 2





A 870mm x 1905mm high; new ope forW(GF)07; Complete

Enlarge the opening width ofexisting internal door opening byapprox 1500mm (1000mm to one sideand 500mm to one side) at existing550mm thick solid block/ stone wallfor new ope (contractor to confirmthickness of wall on-site prior totender return); include fortemporary propping, saw cutting &removing existing reveals asnecessary; install new lintels setin lime mortar (elsewhere measured);provide temporary propping at endsuntil construction has matured;allow for making opening true/ levelwith new blockwork to achieve asharp vertical edge; reveals to bemade good with sand and cementplaster with all associated beading;refer to Engineer's/ Architectsdrawing and spec's

Cutting/ widening opening

B Ope between existing rooms G8 andG4; approx new dimensions 2560 x2390 (contractor to confirmthickness of wall on-site priorto tender return); complete no 1





Enlarge the opening width ofexisting internal door opening byapprox 265mm to one side at existing550mm thick solid block/ stone wallfor new ope (contractor to confirmthickness of wall on-site prior totender return); include fortemporary propping, saw cutting &removing existing reveals asnecessary; install new lintels setin lime mortar (elsewhere measured);provide temporary propping at endsuntil construction has matured;allow for making opening true/ levelwith new blockwork to achieve asharp vertical edge; reveals to bemade good with sand and cementplaster with all associated beading;refer to Engineer's/ Architectsdrawing and spec's

Cutting/ widening opening

A Existing ope into room F6; approxnew dimensions 1270 x 2150(contractor to confirm thicknessof wall on-site prior to tenderreturn); complete no 1

Remove and dispose of the existingdoor, frame and door furniture;repair/ replace the stone surroundsexternally and internal plasterreveals; build up the lower half ofthe opening with blockwork and facewith stone previously salvaged,jointed with a lime mortar; Installa new stone cill to match the size,profile and detail of existing;provide temporary propping to endsuntil construction has matured; allas per Architect drawings and spec

Modify Ope

B W(GF)04; 1149 x 1720mm; Complete no 1





Existing chimney flues to be cleanedand repaired where required

Chimney cleaning

A Ground floor level to cowl level;14500mm approx; Complete no 2

B Second floor level to Cowl level;7400mm approx; Complete no 1

Allow for cutting back all organiccolonisation of the roofs and walls;generally ivy and creepers; all asper Architects spec

Cutting back

C Complete Item 1

Treatment/Repairs

To all existing stone window cilll;cills to be sanded and chemicallyremove paint from all existing cills

Treatment

D Complete Item 1

To all existing brickwork andstonework;both to be powerwashed andchemically cleaned

Treatment

E To walls, reveals, chimneys,feature corbels and the like;Complete Item 1





Protection

Provide for the protection of allexistings walls, floors and roofsduring the demolition and buildingworks by a combination of phasingand temporary works to thesatisfaction of the Engineer

Protection to existing retainedstructures and finishes

A Complete Item 1

Provide for the protection of allneighbouring properties and boundarywalls during the demolition andbuilding works by a combination ofphasing and temporary works to thesatisfaction of the Engineer


B Complete Item 1

Provide for protection of existingretained fireplaces from accidentalmechanical damage with softinsulation quilt and boxed in withplywood sheeting


C Complete Item 1

Provide for protection of existinghistoric ceiling roses, cornicingand freeze work from accidentalmechanical damage; all as perArchitects drawings and spec


D Complete Item 1





Provide for protection of existinghistoric front door from accidentalmechanical damage with insulationquilt and insulation board to theinner and outer face of the frontdoor; all as per Architects drawingT-105 and spec clause C10/340


A Complete Item 1

Provide for protection of existinghistoric window liners, architraves,boxing and shutter housing; all asper Architects drawings and spec


B Complete Item 1

Provide for the protection of allexistings timber stairs from Grd to2nd Floor during the demolition andbuilding works by a combination ofphasing and temporary works to thesatisfaction of the Engineer


C Complete Item 1

Provisional Sum

D Provide a Provisional Sum of€5,000 for unforseen remedialworks following opening up ofexisting structure 1 5,000 00


Description UnitQty Rate € cDescription UnitQty Rate € c



COLLECTION

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(10) DEMOLITIONS AND ALTERATIONSCarried to Summary

Refurbishment & Extensionat 69 Merrion Road 1/20DRAFT BOQ 1


WALSH ASSOCIATES (19) SUBSTRUCTURES

(19) SUBSTRUCTURES

Notes:

A The Contractor shall include forall sampling and testing ofconcrete to be carried andcomplete in strict accordancewith the Engineer's specificationfor structural drawings Item 1

B The Contractor shall be deemed tohave satisfied himself as to thenature of the site and subsoil. Item 1

C Should the ground be loose orotherwise unfit for building on,or should any change appearadvisable, the Engineer shall beinformed thereon that he maydecide whatever variation isnecessary, whether an addition ordeduction, as no claim for extrawill be admitted without an orderfrom the Engineer. Item 1

D If the Contractor is notsatisfied as to the accuracy ofthe levels shown on the drawings,he must give written noticethereof to the Architect beforeany excavations are commenced,otherwise no claim in respect ofinaccuracy of levels will beentertained. Item 1

E The Contractor shall takesuitable precautions to ensurestability of the excavation sidesand exclusion of water duringconstruction. Item 1

F The Contractor shall include forall temporary support requiredduring construction of supportingwalls, lintels, beams, roofstructure etc. The design andconstruction of same is the soleresponsibilty of the Contractor. Item 1




(19) SUBSTRUCTURES (Cont)

A The Contractor shall include herefor all costs related toproviding and maintaining fixedvibration monitor with flashingbeacon and telemetry connectedback to instrument provider (maxvibration 8mm / sec) Item 1

B All waterproofing to be designedand installed by GraceConstruction. Note 1

Levels of Floor Structures

"Maximum tolerances for designedlevels to be:

C - Floors to be self-finished, andfloors to receive sheet or tilefinishes directly bedded inadhesive: +/- 10 mm. Note

D - Floors to receive dry board/panel construction with little orno tolerance on thickness: +/-10mm. Note

E - Floors to receive masticasphalt flooring/ underlaysdirectly: +/- 10 mm. Note

F - Floors to receive masticasphalt flooring/ underlays laidon mastic asphalt levellingcoat(s): +/- 15 mm. Note

G - Floors to receive fully bondedscreeds/ toppings/ beds: +/- 15mm. Note

H - Floors to receive unbonded orfloating screeds/ beds: +/- 20mm. Note





E - PILING

Note; the Contractor is to refer toAlbert Fry Associates 'Secant (Hard/Firm) Piled Retaining Wall,Contractor Design Package,Performance Specification' document21st February 2017

Mobilisation

A Mobilise to site all necessaryplant and equipment and removeupon completion of the works Item 1

Setting up

B Set up over each pile position no 143

Monitoring of Surrounding Propertys

C Include for monitoring allsurrounding properties.Contractor to insure they followNote 12 of the Albert Frys SecantRetaining Wall CDP strictlyregarding monitoring points andreporting obligations Item 1

Piling installations

D Construct contiguous pile wall;estimated pile length 8.0m fromcut-off to toe; free standing andunpropped; 600mm diameter;vertical capacity 400kn/m runSWL; include for supply andinstallation of all reinforcementto piling installations; designby Piling Specialist Contractor;as per Albert Fry AssociatesSecant Piled Retaining WallContractor Design PackagePerformance Specification no 143

Reinforcement

E Include for supply & installationof all reinforcement to pilinginstallations; all as perEngineer's drawings andspecifications tonne





Pile Testing

A Include here for preliminary piletesting requirements as per theEngineer's Piling Specification

B Include here for all static loadtesting requirements as per theEngineer's Piling Specification Item 1

C Include here for all dynamic loadtesting requirements as per theEngineer's Piling Specification Item 1

D Include here for all integritytesting requirements as per theEngineer's Piling Specification

E Include here for any other costsin relation to fulfilling theEngineer's specified testingrequirements Item 1

Collateral Agreement with theEmployer

F Include here for all costs inrelation to providing aCollateral Agreement as per theEngineer's Piling Specification Item 1

Builder's works

G Include here for off-sitedisposal of all excavatedmaterial arising from pilingworks Item 1

H Include here for preparing topsof piles to receive pile cap; sawcut; disposal off-site; complete no 143

J Include here for all additionalbuilder's works required tocomplete the secant pilinginstallations Item 1





D - EXCAVATION & EARTHWORK

Excavation

Excavation

Basements

A 2.0m - 4.0m deep m3 758

Lift pit

B 2.0m - 4.0m deep m3 3

Isolated Pits

C Exceeding 2.0m deep - Pad Type 1- 1200mm x 1200mm x 450mm m3 6

D Exceeding 2.0m deep - Pad Type 2- 2200mm x 1200mm x 450mm m3 2

Extra on excavation items for;

Breaking up existing

E Rock m3 38

Disposal

Water

F Surface Item 1

G Ground water Item 1

Excavated material

H Off-site m3 769

Working space; backfilling withpreviously excavated material;compacting in 150mm thick layers

Basement

J Depth 2.00m - 4.00m m2 150





F - CONCRETE WORK

In-Situ Concrete

A This contractor designed packageis fr a waterproofing system forthe basement and ground floor ofthe proposed development at 69Merrion Road, includingappropriate measures for servicepenetrations and for sealingwhere proposed basement extensionabuts the existing building. Thepurpose of the waterproofingsystem is to prevent waterpenetration and to provide a dryinternal environment Note

B A combined system is required. Itis to comprise Type A (Barrier)or Type B (Structurally Integral)ourter protection AND Type C(Drained Cavity) innerprotection. In the liftpit, TypeA and Type B will be required ifType C is not possible. A vapourbarrier shall also be included inthe design. Note

C The Contractor shall allow in hisrates for everything necessary toachieve level surfaces to receivefloor finishes. The contractorshall provide for class Atolerance throughout and inaccordance with the Engineer'sand Architect's tolerances. Note

Reinforced concrete; Grade C15; tounderside of all foundations

Blinding

D Poured on or against earth orunblinded hardcore; laidhorizontal; 75mm thick m3 16

Bulk filling

E Soft spots; poured on or againstearth or unblinded hardcore m3 2





Reinforced concrete; Grade C35N20with a minimum cement content of300kg/m3; max water / cement ratioof 0,60 (U.N.O.);

Ground beam over piles

A 900mm wide x 610mm high -Exceeding 150mm thick m3 38

Isolated Foundations

B Pad Type 1 - 1200mm x 1200mm x450mm m3 6

C Pad Type 2 - 2200mm x 1200mm x450mm m3 2

Ground Floor Slab; 100mm; to replaceexisting ground floor

D Not Exceeding 150mm m3 11

Reinforced concrete; Sika watertightconcrete or equal and approvedwatertight concrete construction;specification by usage; Grade 4minimum (BS 8102) with SikaMembrane; as per Architects drawingno. 304

Basement floor slab

E Exceeding 150mm thick m3 76

Walls

F Exceeding 150mm thick m3 48

Lift Pit slab

G Not exceeding 150mm thick m3 1

Extra forExtra for

H Scrabble back surface of basementfloor slab prior to installationof PC stairs; include here for 2no. M20 dowel bars per stairsflight no 1





Lean mix concrete infill to beapplied between piles; C25/ 30concrete

Lean mix

A Thickness varies; between pilesand 250mm thick RC walls(provisional) m3 28

Self-leveling liquid screed; Easi-screed or equal and equivalent;installed as per manufacturer'sinstructions

Screed; ground floor

B Exceeding 300mm wide; 65mm thick- Basement slab m3 13

C Exceeding 300mm wide; 55mm thick- Ground floor slab m3 6

Sundries

Construction joints in groundbearing slabs; joint between slabpours; waterstop RX101 by Cetco orequal and equivalent; secured withrevofix mesh nailed at 300mm crs

Movement joints

D To 400mm thick concrete beds -Basement slab m 150

E To 400mm thick concrete beds -Ground floor slab m 150

Surface finishes

Powerfloating

F Exceeding 300mm; to falls andcrossfalls m2 293

Contractor designed drained cavityto sump

Cavity drainage

G Complete item 1





Reinforcement

Reinforcement BS 4461; cold workeddeformed round high yield steel;Grade 460 (Type T) unless otherwisestated

Bar, straight or bent

A Not exceeding 12mm diameter tonne 18.90

B 12 - 25mm diameter tonne 18.90

Extra forExtra for

C Allow here for all costs inrelation to bending rebar frompiles into the ground beam &podium slab Item 1

Fabric reinforcement; BS 4483 harddrawn round mild steel bars; welded

Mesh at 2.22kg/m2 to B.S. referenceA142; 450mm minimum laps

D Horizontal; 2 layers - Basementslab m2 587

Mesh at 2.22kg/m2 to B.S. referenceA142; 450mm minimum laps; to screed

E Horizontal; 1 layer - Basementslab m2 190

F Horizontal; 1 layer - Groundfloor slab m2 104

Formwork

Formwork; unexposed concrete; all asper Engineer's specifications

Sides of foundations / beds

G 250 - 500mm high - Basement slab m 62

H 250 - 500mm high - Ground floorslab m 53





Permanent formwork to lean mixinfill at pile wall location

Walls

A Vertical; 300mm thick; one side;height not exceeding 4.00m(provisional) m2 188


Walls

B Vertical; 300mm thick; two sides;height not exceeding 4.00m m2 379

G - BRICKWORK & BLOCKWORK

Brickwork/ Blockwork

Concrete blocks; compressivestrength 10N/Sqmm; 440 x 215 x 100mmnominal size;

Walls

C 215mm thick m2 166

I - ROOFING, CLADDING ANDWATERPROOFING

Mastic Asphalt and Waterproof Non-Metal Flexible Sheet Coverings

Tanking; Sikaproof A08 pre-appliedmembrane; as per Architects drawingno. 304

Vertical

D Exceeding 300mm wide m2 226

Necoflex reinforced Radon Barrier orequal and approved; as perArchitects drawing no. 304

Tanking; horizontal

E Exceeding 300mm - Ground floorslab m2 104





Extra forExtra for

A CEMtobent powder; 75mm x 75mmangle fillets of basementfoundations as per manufacturer'srecommendations m 62

B Allow here for installing 300mmwide reinforcing strip to allangles; apply prior to mainsheeting Item 1

C Allow here for installing 25 x25mm chamfer to all concreteexternal corners Item 1

MaxSeal Flex by Surfasology or equaland approved; laps and fixed as permanufacturer's recommendations

Tanking to tops of piles

D Maxseal flex by Surfasology orequal and approved; fixed to topof 600mm diameter piles no 143

Tanking; vertical

E Maxseal flex; vertical toexternal walls; lapped withCEMtobent CS Plus verticalmembrane; 500mm high m2 31

Sika lastic 1K semi-tecious membranelaid to top of RC slab and lappedover a Sika membrane from risingwall basement construction; as perArchitects drawing no. 304

Tanking; Horizontal

F Exceeding 300mm - Top of RC slab m2 24





Grace protection board 03; by GraceConstruction Products or equal andequivalent; thickness: 3mm; primer:Bituthene Primer W2 / Preprfure SC1or equal & equivalent; bonded withBitustik 4000 or equal andequivalent; installed as permanufacturer's instructions

Protection board (provisional)

A Exceeding 300mm; vertical m2 226

CEMflex VB plate waterbar; withCEMtobent paste and fixing;waterstop; laid in strict accordancewith manufacturer's instructions

Waterbar

B Generally m 67

Sundries

Insulation

Insulation; 125mm Xtra-thermXtroliner UF floor

Thermal Insulation

C 125mm thick - Ground floor slab m2 104

D 150mm thick - Basement slab m 62

Insulation; 25mm high densityinsulation; to external edge offloor

Thermal Insulation

E 25mm thick - Ground floor slab m 53





Insulation; Xtratherm Cavity Thermhigh performance PIR full fillinsulation or equal and equivalent;foil facings both sides; fixsecurely, closely butt joint, leaingno gaps, seal joints at ends oflengths with adhesive tape;installed as per manufacturer'sinstructions

Thermal insulation

A 175mm thick; vertical - Basementcavity m2 188

Drainage Below Ground

Excavating trenches

Excavating trenches below proposedbasement slab; starting at basementformation level, pipework to beinstalled a minimum of 400mm fromunderside of slab to top of pipe

Pipes nominal diameter not exceeding250mm

B Average depth of trench 0.5 -1.0m m 75

Disposal

Disposal

Water

C Surface Item 1

D Ground water Item 1

Excavated material

E Off-site m3 20





Bed & surrounds

Bed & surround; Class C for drainsin traffic areas; insitu concretegrade 20/20 bed & haunch withflexcel compressible filler board atpipe joint locations at 5000mmintervals; granular backfillmaterial to clause 804 abovehaunching

Beds and surround

A 400mm wide x 150mm thick minimumabove 100mm internal diameterpipe m 75

Pipes

Drains; uPVC pipes and fittings;Wavin Sewer or equal approved; ringjoints in the running length

100mm diameter

B Laid in trenches; under floorslab m 75

Extra forExtra for

C Include here for all bends &accessories required to completethe pipework installation as perthe Engineer's drawings andspecifications Item 1

Pipe Accessories

Road gullies and gratings; ductileiron gully grating & frane to E.N.124/BS 7903; max 3 courses ofengineering brick to top of gully;including necessary excavation anddisposal, 150mm Grade 20 concretebed & surround; precast trapped roadgully; cleaning eye with stopper &chain

Basement drainage gullies

D 100mm diameter outlet no 10





COLLECTION

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(19) SUBSTRUCTURES Carried to Summary



WALSH ASSOCIATES (21) EXTERNAL WALLS

(21) EXTERNAL WALLS

H - STONEWORK

Natural Stone

Natural granite window cills tomatch existing; bedded in mortar;include for wrapping in dpc andinstallation of proprietary cavitycloser or block of insulation withpath of minium thermal resistancethrough the closer of not less than0.45m2K/W (manufacturers certifieddate sheet required); all as perArchitect's drawing 306 & spec

A W(GF)-06; 1070mm long; Complete no 1

B W(GF)-07; 1070mm long; Complete no 1

C W(GF)-09; 1070mm long; Complete no 1

D W(GF)-10; 1070mm long; Complete no 1

E W(GF)-11; 1070mm long; Complete no 1

F W(GF)-12; 1900mm long; Complete no 1

G W(GF)-13; 1875mm long; Complete no 1

H W(GF)-14; 1325mm long; Complete no 1

J W(GF)-15; 1325mm long; Complete no 1

K W(GF)-16a & b; 4025mm long;Complete no 1

L W(GF)-17; 1325mm long; Complete no 1

M W(GF)-18; 1325mm long; Complete no 1

N W(GF)-19a & b; 3210mm long;Complete no 1

P W(GF)-20; 1550mm long; Complete no 1

Q W(GF)-21; 1555mm long; Complete no 1

R W(GF)-22; 1350mm long; Complete no 1

S W(FF)-28; 1210mm long; Complete no 1

T W(FF)-29; 1210mm long; Complete no 1




(21) EXTERNAL WALLS (Cont)

A W(FF)-30; 1211mm long; Complete no 1

B W(FF)-31; 1070mm long; Complete no 1

C W(FF)-32; 1070mm long; Complete no 1

D W(FF)-34; 1350mm long; Complete no 1

E W(FF)-35; 1350mm long; Complete no 1

F W(SF)-41; 1300mm long; Complete no 1

G W(SF)-42; 1350mm long; Complete no 1

H W(SF)-43; 1245mm long; Complete no 1

J W(SF)-44; 1245mm long; Complete no 1

Natural Granite parapet capping;fixed with Ancon 2000 restraints orsimilar approved by Engineer;include for wrapping in dpc ordressing roof membrane up and undercoping; all as per Architect'sdrawing 306, 307 & spec

Parapet Capping

K 450 x 150mm; tappered inwardsdown to 50mm; Complete m 65

Natural Granite Stone Cadding; re-use salvaged stone cladding; set inplace with suitable mortar andpointed joints; include for allassociated cutting, fixings etcrequired; all as per Architectsdrawing 207

Walls

L 200mm thick approx (contractor toconfirm on-site) m2 15

Extra over forExtra over

M Feature corner stones to reveals m 25





F - CONCRETE WORK

Precast Concrete

Prestressed precast concrete;spanlite type precast lintels; asEngineers specifications bedding andpointing in cement lime mortar(1:1:6); reinforced; all as perEngineer's drawing 010 Section A-A

Lintels

A L20; 100 x 215mm deep x 1280mm;20kN/m no 6

B L20; 100 x 215mm deep x 1450mm;20kN/m no 10

C L20; 100 x 215mm deep x 1650mm;20kN/m no 3

D L20; 100 x 215mm deep x 1860mm;20kN/m no 3

E L40; 100 x 215mm deep x 1660mm;40kN/m no 4

F L40; 100 x 215mm deep x 18600mm;40kN/m no 2

Notes:

G Sample panels of brickwork anddashed wall are to be providedfor the BCF Supervisor inspectionprior to building of walls Item 1

G - BRICKWORK AND BLOCKWORK

Brickwork / Blockwork

Concrete blocks; to IS 325 Part 1 &BS 5625 Parts 2 & 3; compressivestrength 10N/Sqmm; 440 x 215 x 100mmnominal size; in gauged mortar(1:1:6) to IS 325 Part 1 1986;stretcher bond

Walls

H 100mm thick m2 227





A 215mm thick m2 91


B Re-building tops of walls toperimeter on existing buildingwith new brickwork were requiredto match existing; include forcorbel detail; complete m 22

C Allow for dressing around box/gallery window to rear elevation;include for all lead, mastic,chasing etc Item 1

Concrete blocks; Roadstone "ThermalLiteblock" or similiar approved;10N; blockwork laid in Grade (iii)mortar (1:1:6); stretcher bond; allas per Architects drawings andspecifications

Walls

D 100mm thick m2 98

E 215mm thick m2 11

Brickwork; to match existing; halflap stretcher bond mortar with a1:1:6 or 1:1:4 lime: OPC cement:sand mortar, all to Bs EN 998-2; allas per Architect's drawings and spec

Walls

F 215 x 102.5 x 65mm thick m2 207

Chimenys

G 465mm thick m2 7


H Quins specials; 650mm wide with150mm steps; as per Architectsdrawing 206 m 9

J Soilder course specials; 250mmhigh (1nr. brick); as perArchitects drawings 206, & 207 m 158





A Soilder course specials; 500mmhigh (2nr. brick); as perArchitects drawings 206, & 207 m 22

B Brick capping to top of wall atwalk-on lightwell m 4

C Reveal specials; as perArchitects drawings 206, & 207 m 84

D Corbel specials; generally 600mmcrs; built out in brick to matchexisting no 25

E Allow for dressing around featurewindow to lightwell on sideelevation; include for all lead,mastic, chasing etc Item 1

F Allow for dressing around lowlevel walk on kitchen rooflight;include for all lead, mastic,chasing etc Item 1

G Allow for laying in panel effectfor lightwell Item 1

H Cladding steel to overhang; cladto all 4 sides 500mm high;include for all ground, backingboards, special holding plate,brick special required; 5 nrcolumons; complete; as perArchitects drawing 405 m 5

J Cladding steel columns atoverhang; clad to all 3 sides500mm high; include for allground, backing boards, specialholding plate, brick specialrequired; 5 nr columons;complete; as per Architectsdrawing 405 m 15

Chimney shafts and the likeincluding linings

K Liner, fill etc; Complete m 5





Ancillaries to Brickwork/Blockwork

Forming cavities; with verticaltwist wall ties for cavity walls; tocarry a certificate of testing forcompliance with I.S. 268 andmanufactured from authenticstainless steel strip in 304 S15alloy to B.S. 1449, min crosssection of 20 x 2.5mm; spacing at450mm horizontal and 450mm verticalcentres; incorporating insulationretaining clips (extra ties at 225mmcentres vertically at sides ofopenings); minimum embedment of 62mminto each leaf; include 150mm thickXtratherm Cavity Therm CT/PIR (fullcavity) or Ecobead or equal approvedfull cavity pumped insulation; allas per Architect's drawings and spec

Forming cavities

A 150mm wide m2 258

Existing / Proposed wall jointdetail; Ancon "Staifix" wall startersystem or similar with 10mm expandedfoam sealer and mastic sealantbetween existing wall and new; allas per Engineers spec

Wall joint

B 350mm thick cavity wall m 4

C 465mm thick cavity wall m 19

Closing cavities with proprietarycavity closer; include for jointingunits to suit cavity size; closer toinclude DPC; all to be compatiblewith the air tightness membrane andtape; all accesseries are deamed tobe included; the closer must not befixed against DPC; all as perArchitect's specification

Closing cavities

D 150mm wide m 139





Closing cavities for fire stoppingat junction of cavity wall and newbuilding with "Rockwool P.W.C.B.Cavity Barrier" or equal andapproved; all as per Architectsdrawings and spec

Closing Cavities

A 150mm wide m 23

Closing cavities at wall plate withproprietary cavity closer; includefor jointing units to suit cavitysize; closer to include DPC; all tobe compatible with the air tightnessmembrane and tape; all accesseriesare deamed to be included; thecloser must not be fixed againstDPC; all as per Architect'sspecification

Closing cavities

B 150mm thick m 91

Standard DPC cavity tray; 150mmcavity; including for all specialangles, corners etc

DPC cavity tray

C 350mm thick; 100mm inner leaf,150mm cavity and 100mm outer leaf m 70

D 465mm thick; 215mm inner leaf,150mm cavity and 100mm outer leaf m 71

Damp proof course; to comply with BS743; 150mm laps sealed with contactadhesive bedding in cement mortar;continuous mastic strip betweenlaps; edge of top sheet sealed withjoining tape; all as per Architectsdrawing T-320 Detail 1

Damp proof course

E Exceeding 300mm wide m2 59





Forming or cutting holes for pipesin external walls; comprising 215mmthick block inner leaf, 150mm thickcavity, 100mm thick brickwork outerleaf; fixing 150mm diameter pvc pipesleeve; packing around vermiculitefirestopping; making good structure

Sundries

A Ventilation opes no 10

Forming or cutting holes for pipesin external walls; comprising 580mmthick existing walls; fixing 150mmdiameter pvc pipe sleeve; packingaround vermiculite firestopping;making good structure

Sundries

B Ventilation opes no 10

ICON or equivalent; weep vents;located at 1000mm centres to base ofexternal wall, at cavity trays aboveopenings; as per Architect's drawingspec

Sundries

C Complete no 221

Internal vent grille; mill finishaluminium grille, or equal approved;include insect mesh

Sundries

D Size 215mm x 215mm no 10

Permanent external vent frame withlouvres and frame of 75mm x 25mmIroko with insect mesh; all as perArchitect's specification anddrawings

Sundries

E Size 215mm x 215mm no 10





Re-fit previously removed chimneycap, pot (3 nr) and cowls (3 nr.);all as per Architects drawings andspecification

Sundries

A Complete Item 1

K - STRUCTURAL STEELWORK

Structural

Windposts; Ancon WP3 stainless steelwindposts; include for all necessarybaseplates, bolts, fixings, bracketsetc to complete insallation; all asper Engineers drawing 200 and spec

Prefabricated Steel Windposts

B WP3; 75 x 60 x 5mm; 4300mm highapprox; complete no 7

Steel Lintel; Keystone perfabricatedsteel lintel or similas approved;all as per Engineers drawings

Prefabricated Steel Lintel

C K1; Keystone XCFS/K-150 or equalapproved (inner leaf load + 30kN/m unfactored); 1100mm long no 1

D K1; Keystone XCFS/K-150 or equalapproved (inner leaf load + 30kN/m unfactored); 1450mm long no 2

E K1; Keystone XCFS/K-150 or equalapproved (inner leaf load + 30kN/m unfactored); 1550mm long no 4

F K2; Keystone XCFS/K-150 WIL orequal approved (inner leaf load =30kN/m unfactored); 1300mm long no 3

G K2; Keystone XCFS/K-150 WIL orequal approved (inner leaf load =30kN/m unfactored); 1600mm long no 3

H K2; Keystone XCFS/K-150 WIL orequal approved (inner leaf load =30kN/m unfactored); 2200mm long no 1





A K3; Specialist contractordesigned Keystone corner linteland post; inner leaf load = 30kN/m unfactored; 3440mm long (opelength plus bearing) x 1544mmhigh (ope height only) no 1

B K3; Specialist contractordesigned Keystone corner linteland post; inner leaf load = 30kN/m unfactored; 4220mm long (opelength plus bearing) x 2020mmhigh (ope height only) no 1

C K3; Specialist contractordesigned Keystone corner linteland post; inner leaf load = 30kN/m unfactored; 5780mm long (opelength plus bearing) x 2450mmhigh (ope height only) no 1

D K4; Keystone SL/K; working loadto equal 15kN/m ; 1280mm long no 2

E K4; Keystone SL/K; working loadto equal 15kN/m ; 1650mm long no 1

F K4; Keystone SL/K; working loadto equal 15kN/m ; 1860mm long no 1





COLLECTION

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(21) EXTERNAL WALLSCarried to Summary



WALSH ASSOCIATES (22) INTERNAL WALLS

(22) INTERNAL WALLS

F - CONCRETE WORK

Precast Concrete

Precast concrete prestressed; to beused in conjunction with 'Notes onPreparation and Load span tables';stand or stock pattern units; B.S.1239; Grade 30; 2 no. 12mm mildsteel bars as reinforcement;building in as work proceeds;bedding in gauged mortar

Lintels

A 215mm wide x 65mm high x 1150mmlong no 2

B 215mm wide x 65mm high x 1350mmlong no 25

C 215mm wide x 65mm high x 1450mmlong no 1

D 215mm wide x 65mm high x 1650mmlong no 4

E 215mm wide x 65mm high x 2150mmlong no 2

F 215mm wide x 65mm high x 2435mmlong no 3

G 215mm wide x 65mm high x 2850mmlong no 1

G - BRICKWORK & BLOCKWORK


Concrete blocks; IS 20 1974;compressive strength 10N/Sqmm; 440 x215 x 100mm nominal size; in gaugedmortar (1:1:6) to IS 325 Part 11986; stretcher bond; all as perEngineer's drawings andspecifications

Walls

H 215mm thick m2 129




(22) INTERNAL WALLS (Cont)

Walls

A 100mm thick m2 243

B 100mm thick - curved m2 30

Lift shaft walls


Bonding to other work

D Bonding to steel columns; AnconSDV frame clamp shot fixed to Texscreed to steel at 225mm centres;blockwork to be notched into webof steel column; all as perTypical Blockwork/Steel RestraintDetail on Engineer's drawing no.1468-200 m 6

O - FLOOR, WALL & CEILING FINISHES

Stud Partitions

70mm metal studs fixed to concretebase; 50mm Moyplus acoustic rollinsulation or equal approved betweenstuds; double layer of 12.5mm thickGyproc plasterboard to both sides ofstudwork; joints to be sealed withGyproc paper joint tape on bothsides with taped joints; fixing withdrywall screws; staggered tap;including 3mm thick Gypsum skim coatfinish both sides; including allExpamet angle and stop beads asrequired; all fixed in accordancewith the manufacturers instructions;all as per Architect's drawings &specifications

Partitions

E 130mm overall thickness; 4000mmhigh; first floor m 6


F Angles to partitions no 2

G Abutments to other finishes no 3





A Forming door opes 900mm x 2100mm no 1

Partitions

B 130mm overall thickness; 3600mmhigh; second floor m 18


C Angles to partitions no 6

D Abutments to other finishes no 8

E Forming door opes 900mm x 2100mm no 4

F Moisture resistant plasterboard m2 36

Form double skinned partition tocreate pocket for sliding doors;70mm metal studs fixed to concretebase; 50mm Moyplus acoustic rollinsulation or equal approved betweenboth studs; double layer of 12.5mmthick Gyproc plasterboard toexternal sides of studwork; 15mmthick plywood to internal sides ofpartition (in the pocket); joints tobe sealed with Gyproc paper jointtape on both external sides withtaped joints; fixing with drywallscrews; staggered tap; including 3mmthick Gypsum skim coat finish bothsides; including all Expamet angleand stop beads as required; allfixed in accordance with themanufacturers instructions; all asper Architect's drawings &specifications

Double partition to form 'pocket'for sliding door between AmbassodorsOffice and Waiting Room at secondfloor

G 300mm overall approximatethickness; 3600mm high m 6


H Abutments to other finishes no 2 INCL

J Forming door opes; 2400mm x2100mm high no 1 INCL





System Partition

Supply and fit Walls to Workstations(W2W), or equal and equivalent,proprietary internal glazed system;include for sealing of all junctionsas required; include for allinternal opening and associatedironmongery where detailed; fixed tostructural elements as permanufacturers instructions; all asper Architects specification anddrawings

A 2890mm high - ground m 15

B 4000mm high - first m 7

C 3580mm high - second m 2


D 2890mm high; curved m 2

E 3580mm high; curved m 2

F Door sets nr 6

Provisional Sum

G Provide a Provisional Sum of€5,000 for fireproofing works 1 5,000 00





COLLECTION

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(22) INTERNAL WALLS Carried to Summary



WALSH ASSOCIATES (23) FLOOR STRUCTURE

(23) FLOOR STRUCTURE

F - CONCRETE WORK

Precast Concrete

Prestressed plate slab by Acheson &Glover or equal approved; to besupplied and designed to sustain inaddition to self weight, 3.0kN/m2finishes and a uniformly distributedlive load of 1.5kN/m2 for apartmentsand 4.0kN/m2 for communal areas;include for all chasings, tieing in,strapping etc; all as per Engineersdrawing 101 and Specification

Floor Slabs

A 200mm deep; span not exceeding5.00m m2 136

B 200mm deep; span 5.00m to 7.00m m2 35


C 50 x 5.0 m/s straps to lap overprecast units at 1500mm crs no 7

Sundries

D Forming holes in units forservices no 2

Precast concrete hollowcoreflooring; to be supplied anddesigned to sustain in addition toself weight, 3.0kN/m2 finishes and auniformly distributed live load of4.0kN/m2 for communal areas; includefor all chasings, tieing in,strapping etc; all as per Engineersdrawing 101 and Specification

Floor Slabs

E 150mm deep; span not exceeding5.00m m2 5


F 50 x 5.0 m/s straps to lap overprecast units at 1500mm crs no 84




(23) FLOOR STRUCTURE (Cont)

Sundries

A Forming holes in units forservices no 20

Beam and block flooring; to besupplied and designed to sustain inaddition to self weight, 3.0kN/m2finishes and 3.5kN/m2 imposedloading; include for all chasings,tieing in, strapping etc; all as perEngineers drawing 200 andSpecification

Composite Construction

B 150mm deep t-beam and blockinfill flooring m2 74

Sundries

C Forming holes in units forservices no 20

Reinforcement

Mesh fabric reinforcement; BS 8110,BS 9483 and BS 4483; hand drawnround mild steel bars; welded

Fabric

D Reference A393; 400mm side andend laps; beds m2 250

Formwork

Formwork; Type 'A' as per Engineer'sdrawings and spec

Edges of Openings

E Height not exceeding 250mm m 39





Thermal Insulation

Insulation; Xtra-therm Thin-RHyfloor XT/HYF rigid insulationboard; laid in accordance withmanufacturer's instructions; all asper Architects drawings and spec

Insulation

A 25mm thick; not exceeding 300mmwide; vertical m 87

B 45mm thick; not exceeding 300mmwide; vertical m 2

C 35mm thick; exceeding 300mm wide;horizontal m2 74

D 50mm thick; exceeding 300mm wide;horizontal m2 176

Insulation; Xtra-therm Xtro-linerXO/ST 100mm (R-value 4.76) fittedusing xthratherm approved fixings;all gaps to be filled and taped;laid in accordance withmanufacturer's instructions; all asper Architects drawings and spec

Insulation

E 100mm thick; exceeding 300mmwide; horizontal m2 52

Sundries

Surface finishes

Powerfloating

F Exceeding 300mm; to falls andcrossfalls m2 74





O - FLOOR WALL AND CEILINGFINISHINGS

In-Situ Finishes

Screeds; sand and cement mix as perEngineers Specification; all toBS8204 and BS EN 13318; all dryingtime as per BS 8203; levelled as perBS 8204 Part 1; as per Architectsspecifaction and drawing 306

Screed

A 25mm thick; exceeding 300mm wide m2 74

B 55mm thick; exceeding 300mm wide m2 176

C 65mm thick; exceeding 300mm wide m2 74


D Packing screed to edges of t-beamand walls; as per Engineersdrawing 200 section E-E m 42


Damp Proofing Membrane

DPM; Easi-Load Radon DPC orequivalent and approved; overlapsand junctions sealed with double-sided radon resisting tape; completewith accessories; installed strictlyto manufacturer's details; all asper Architect's drawings andspecifications

Radon installation

E Horizontal; width exceeding 300mm m2 74

F Vertical; not exceeding 300mmwide; sealed to dpc with MonobondRT 70mm double sided adhesivetape or equivalent m 87






A Dressing a DPC to threshold asper Architects drawing 304section D-D m 2

J - WOODWORK

Structural and First Fixing

Timber to Grade C24 in accordancewith I.S. 444 unless otherwisestated; sawn unless otherwisestated; all as per Engineer'sdrawings and specifications

Carcassing

B 225 x 50mm timber floor joists at300mm crs m 441

C 225 x 38mm timber bridging at1200mm crs m 143

D 225 x 50mm timber wallplate fixedto wall with Hilti HIT-HY 270 M12Grade 8.8 chemical anchors at300mm crs (197nr bolts); dpmbacking to full length; as perEngineers drawing 201 m 59

E 125 x 44mm timber joist to soffitof 1st floor overhang at 400mmcrs m 255

Labours

F Notching to steel no 197






A Supports; 10mm dia. stainlesssteel threaded rod grouted 200mminto existing wall with HilitiHy270, fixed out to 4th joists(circa 1200mm long) with 100 x100 6mm s/s washer plate; fixinghole to be 12mm dia hole brushedand blew out twice and injectedwith Hy270 Hilti grout; foldingwedges to be inserted gentlybetween end joists and externalwall after tie plate fixed andnailed to joists; complete; allas per Engineers drawing 201 no 54

Boarding and Second Fixings

Boarding and Sheeting; exteriorgrade Marine plwood screw fixed totop of floor joists; all as perArchitects drawings and spec

Suspended Floor; 12mm thick

B Exceeding 300mm wide m2 5

Soffit; 12mm thick

C Exceeding 300mm wide m2 52

Boarding and Sheeting; T and Gflooring, fixed and laid to as perArchitects specification; all as perArchitects drawings and spec

Flooring






Ironmongery, Accessories andSundries

Metal accessories to woodwork inmild steel; galvanised to B.S. 2989,class 2A

Accessories; straps and hangers

A Joist hangers; single hangertype; galvanised to B.S. 2989;building into as works proceed;to suit 225 x 50mm rafter; all toEngineers details no 198





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(23) FLOOR STRUCTURECarried to Summary



WALSH ASSOCIATES (24) STAIRS, BALUSTRADES & HANDRAILS

(24) STAIRS, BALUSTRADES & HANDRAILS

F - CONCRETE WORK

Precast Concrete

Precast Concrete Stairs;Manufacturer: Submit proposals;Product reference: Submit proposals;Dimensions: Overall depth oflandings (excluding finishes): Asper Engineers Drawings; Overalldepth of stair stringer includingwaist (excluding finishes): As perEngineers Drawings; Overall rise: Asper Architectss Drawings; Span: Asper Drawings; Self weight: Submitproposals; In situ continuityreinforcement: Submit proposals;Void formers: Not permitted; Finish:Exposed faces: Submit proposals;Treads and risers: As per ArchitectsSpecification; Other requirements:As per Architects Specification; allas per Engineers specification

Stair flights; in three flight

A Three flights broken with 4 no.landings each 1200mm x 1200mmwide; 18 no. x 175mm high risersand 250mm going to Engineersspecification; 1200mm wide x3150mm total rise no 1




(24) STAIRS, BALUSTRADES & HANDRAILS (Cont)

J - WOODWORK

Composite Items

Timber Stairs; Manufacturer: Submitproposals; Product reference: Submitproposals; Dimensions: Overall depthof landings (excluding finishes): Asper Architects Drawings; Overalldepth of stair stringer includingwaist (excluding finishes): As perArchitects Drawings; Overall rise:As per Architectss Drawings; Span:As per Drawings; Self weight: Submitproposals; In situ continuityreinforcement: Submit proposals;Void formers: Not permitted; Finish:Exposed faces: Submit proposals;Treads and risers: As per ArchitectsSpecification; Other requirements:As per Architects Specification; allas per Architects specification

Stair flights; in one flight

A One flights broken; 13 no. x175mm high risers and 250mm goingto Engineers specification;1500mm wide x 2275mm total rise no 1

Extra over for;Extra over

B Tie new flight into existinglanding; include for all fixingrequired to secure Item 1




(24) STAIRS, BALUSTRADES & HANDRAILS (Cont)

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WALSH ASSOCIATES (27) ROOF STRUCTURE

(27) ROOF STRUCTURE

F - CONCRETE WORK

Precast Concrete

Precast concrete hollowcoreflooring; to be supplied anddesigned to sustain in addition toself weight, 3.6kN/m2 finishes and auniformly distributed live load of1.5kN/m2 for roof access loading;include for all chasings, tieing in,strapping etc; all as per Engineersdrawing 200 and Specification

Roof Slabs

A 150mm deep; span not exceeding5.00m m2 76

B 150mm deep; span 5.00m to 7.00m m2 56


C 50 x 5.0 m/s straps to lap overprecast units at 1500mm crs no 37

Sundries

D Forming holes in units forservices no 10

Beam and block flooring; to besupplied and designed to sustain inaddition to self weight, 3.0kN/m2finishes and 3.5kN/m2 imposedloading; include for all chasings,tieing in, strapping etc; all as perEngineers drawing 200 andSpecification

Composite Construction

E 150mm deep t-beam and blockinfill flooring m2 50

Sundries

F Forming holes in units forservices no 10




(27) ROOF STRUCTURE (Cont)

Reinforcement


Fabric

A Reference A393; 400mm side andend laps; beds m2 182

Formwork


Edges of Openings

B Height not exceeding 250mm m 38


Stud Partitions

External Stud; 50 x 75mm timber studframe with base stud mechanicallyfixed to steel beam, faced each sidewith 112mm wbp plywood, void filledwith Xthratherm Cavity Therm CT/PIR(full fill); vapour control membranefitted; externall to be left readyfor upstand finish (elsewheremeasured); internally finished withgyproc thermalboard and skim finish(allow for extra depth to beam andgrounds if required); include forall fixings, angle, beads etc tocomplete; all as per Architectsdrawing 307 section B-B

External Timber Upstand; 115mmoverall thickness

C 115mm overall thickness approx;450mm high m 11

D 115mm overall thickness approx;300mm high m 8





Extra over for;Extra over

A Angles to partitions no 9

In-Situ Finishes

Screeds; sand and cement mix as perEngineers Specification; all toBS8204 and BS EN 13318; all dryingtime as per BS 8203; levelled as perBS 8204 Part 1; as per Engineersdrawings 200, 201 and specificationand Architects drawings 210 andspecification

Roofs

B Exceeding 300mm wide; 80mm thick;laid to falls 1:60 m2 182


C Packing screed to edges of t-beamand walls; as per Engineersdrawing 201 section B-B m 37

J - WOODWORK

Structrual and First Fixing

Timber to Grade C16 in accordancewith I.S. 444 unless otherwisestated; sawn unless otherwisestated; all as per Engineer'sdrawing 300 and specifications

Carcassing; Pitched Roof

D 150 x 50mm rafters m 205

E 150 x 50mm collars m 51

F 225 x 75mm purlins m 20

G 100 x 75mm wallplate m 52

H 225 x 35mm valleyboard m 8

J 40 x 30mm timber fascia backers;as per Architects drawing 305detail D01 m 78





A 50 x 100 wallplate bolted topurlin with M10 bolts at 800mmcrs m 6

B 300 x 50mm tilting fillet, fixedto rafters; as per Architectsdrawing 305 detail D01 m 39

Carcassing; Flat Roof

C 150 x 50mm rafters m 56

D 150 x 50mm bridging m 26

E 120 x 60mm tilting fillet, fixedto rafters; as per Architectsdrawing 305 detail D02 m 22

Timber to Grade C24 in accordancewith I.S. 444 unless otherwisestated; sawn unless otherwisestated; all as per Engineer'sdrawing 300 and specifications

Carcassing; Pitched Roof

F 2 no. 250 x 75mm hip raftersbolts together with M12 bolts at600 crs (17 nr bolts); as perEngineers drawing 300 m 10


Boarding and Sheeting; Externalgrade WBP plywood nailed fixed toflat roof joists; all as perArchitects drawing 305 detail D02

Flat roofs; 18mm thick

G Exceeding 300mm wide; 1 in 60falls m2 28








A Bat strap approved standardpattern; stainless steel tie downstrap 30 x 5m m/s (galvanised);holed at 20mm offset centres;minimum of two screw fixings towall plate and blockwork wall; at1500mm centres no 43

B Bat strap approved standardpattern; stainless steel tie downstrap 30 x 5m m/s (galvanised);holed at 20mm offset centres;minimum of two screw fixings torafters and blockwork wall;1500mm long no 48

C Bat strap approved standardpattern; stainless steel tie downstrap 30 x 5m m/s (galvanised);holed at 20mm offset centres;minimum of two screw fixings topurlin and blockwork wall; 1500mmlong no 4

Provisional Sum

D Provide a Provisional Sum of€3,000 for treatment to existingtimbers due to dry rot and thelike 1 3,000 00





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WALSH ASSOCIATES (28) FRAME

(28) FRAME

F - CONCRETE WORK

In-Situ Concrete

Concrete encasing;designated mixC28N35 concrete; include here forall formwork required; all as perEngineer's drawing 101 & spec

Column Casing

A Cross sectional area notexceeding 0.10m2 m3 1

B Cross sectional area exceeding0.10m2 m3 2

Concrete bearing pads;designated mixC35N20 concrete; include here forall formwork required; all as perEngineer's drawings & spec

Padstones

C PS1; 440 x 215 x 215mm deep no 49

D PS2; 440 x 100 x 215mm deep no 22

E PS3; 900 x 215 x 215mm deep no 6

F PS3A; 550 x 100 x 215mm deep no 4


G Breaking out existing blockworkwalls to allow insertion ofbearing pads; include here forall works required; dispose ofwaste material off-site; makegood upon completion no 23

H Bolting steel to padstones with 2nr M12 Hiliti resin anchors andsteel shims to level; include forall associated drilling andfixings; all as per Engineersdrawing 101 & spec no 81




(28) FRAME (Cont)

Formwork


Column Casing

A Isolated; rectangular, height notexceeding 4.00m m2 9

B Isolated; circular, height notexceeding 4.00m m2 1

Reinforcement

Fabric reinforcement; BS 4483 harddrawn round mild steel bars; welded;all as per Engineer's drawings

A393 mesh; 50mm cover

C Horizontal; to slab m2 7


Structural

Steelwork; Grade S275 to I.S. EN1993-1-1:2005 and EN 10025-2 unlessnoted otherwise; all welds to be 6mmfillet welds unless noted otherwise;all steel to be shot blasted to SA.2 1/2 and to recieve 2 coats of zincrich primer to a dry film thicknessof 75 microns per coat; all as perEngineers spec

Fabricated members; beams

D 305 x 305 x 97 UC tonne 0.69

E 254 x 254 x 89 UC tonne 1.80

F 203 x 133 x 25 UB tonne 1.49

G 203 x 133 x 25 UB tonne 1.35

H 203 x 203 x 46 UC tonne 3.20

J 203 x 203 x 46 UC (include forgalvanising) tonne 0.16

K 203 x 203 x 52 UC tonne 0.21




(28) FRAME (Cont)

A 254 x 254 x 107 UC tonne 0.31

B 254 x 254 x 107 UC (include forgalvanising) tonne 0.61

C 254 x 254 x 73 UC tonne 0.21

D 254 x 254 x 73 UC (include forgalvanising) tonne 1.54

E 203 x 203 x 71 UC tonne 1.27

F 254 x 254 x 132 UC tonne 1.12

G 200 x 100 x 12 RSA tonne 1.32

H 152 x 152 x 30 UC tonne 0.58

J 254 x 254 x 167 UC tonne 1.37

K 150 x 90 PFC tonne 0.10

L 254 x 146 x 37 UB tonne 0.87

M 200 x 200 x 10 SHS tonne 0.24

N 150 x 150 x 10 RSA tonne 0.10

P 150 x 150 x 10 RSA (include forgalvanising) tonne 0.53

Q 200 x 200 x 6.3 SHS (include forgalvanising) tonne 0.46

R 88.9 x 5.0 CHS (include forgalvanising) tonne 0.13

S 88.9 x 5.0 CHS; diagonal bracing(include for galvanising) tonne 0.06

T 100 x 100 x 10 RSA tonne 0.02

U 203 x 133 x 25 UB Ridge beam; tonne 0.14

V 200 x 100 x 5 RHS (include forgalvanising) tonne 0.40

Fabricated members; stanchions

W 203 x 203 x 46 UC tonne 1.35

X 203 x 203 x 46 UC (include forgalvanising) tonne 1.12




(28) FRAME (Cont)

A 219.1 x 10 CHS tonne 0.17

B 139.7 x 5 CHS (include forgalvanising) tonne 0.33


C Site welding and steel plate;300mm x 10mm thick plate weldedto 254 x 254 x 132 UC beams(elsewhere measured); as perEngineers drawing 200 m 9

D Site welding and steel plate;300mm x 10mm thick plate weldedto 152 x 152 x 30 UC beams(elsewhere measured); as perEngineers drawing 200 m 2

E Site welding and steel plate;300mm x 10mm thick plate weldedto 203 x 203 x 46 UC beams(elsewhere measured); as perEngineers drawing 200 m 4

F Site welding and steel plate;300mm x 10mm thick plate weldedto 200 x 100 x 5 RHS beams(elsewhere measured); as perEngineers drawing 200 m 9

G Site welding; 200 x 100 x 12 RSA(elsewhere measured) to 254 x 254x 89 UC (elsewhere measured); asper Engineers drawing 200 m 34

H Site welding; 200 x 100 x 12 RSA(elsewhere measured) to 254 x 254x 167 UC (elsewhere measured); asper Engineers drawing 200 m 33

J Site welding; 200 x 100 x 12 RSA(elsewhere measured) to 203 x 203x 46 UC (elsewhere measured); asper Engineers drawing 200 m 31

K Site welding; 150 x 150 x 10 RSA(elsewhere measured) to 200 x 200x 10 UC (elsewhere measured); asper Engineers drawing 200 m 9




(28) FRAME (Cont)

A Site welding; 150 x 150 x 10 RSA(elsewhere measured) to 254 x 254x 73 UC (elsewhere measured); asper Engineers drawing 200 m 22

B Site welding; 150 x 150 x 10 RSA(elsewhere measured) to 200 x 200x 6.3 SHS (elsewhere measured);as per Engineers drawing 200 m 24

C Site welding; 100 x 100 x 10 RSA(elsewhere measured) to 152 x 152x 30 UC (elsewhere measured); asper Engineers drawing 200 m 2.36

Fabricated members

D Fittings tonne 2.32

Holding down assemblies; supply andfix; angle framework cast intoconcrete

E 400 x 400 x 20mm thick baseplate no 14


F 8mm fillet weld all round base ofcolumn; 500 x 500 x 15mm thick no 14

Grouting under baseplates and tobolt sleeves with approved non-shrink grout; minimum depth 25mm

G 400 x 400 x 20mm thick baseplate no 14

Bolts

H M24 Grade 8.8 Holding down bolts no 56

Drilling/ Forming holes concrete forholding down bolts; M24 Grade 8.8Holding down bolts (elsewheremeasured) cast in with 25mm play allround at head, grouted in withcement grout after alignment; all asper Engineers drawing 101and spec

Drilling/ Forming Holes

J Drilling/ Forming holes; inconcrete for M24 bolts no 56




(28) FRAME (Cont)

Apply Epigrip M902 Winterfast Hi-Build Brushing Aluminium Primer orequivalent and approved, coatingthicknesss and application as permanufacturers spec; IntumescentCoating - Firetex Fx5000 siteapplied water based coating, 460high decorative finish; spot primeall bolt heads and damaged areasafter erection; fire insulation capsto all bolthead/ nut heads; all asper Architects spec

Protective coatings

A Fabricated members tonne 24.58




(28) FRAME (Cont)

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(28) FRAMECarried to Summary



WALSH ASSOCIATES (31) EXTERNAL WALL COMPLETIONS

(31) EXTERNAL WALL COMPLETIONS

Notes

A 1. Architect's window schedulesindicate deisgn intent only. Note

B 2. Window installation to complywith technical guidanceregulations Part D & K,protection against impact -safety glazing and Part F, formeans of ventilation (rapid &background). Note

C 3. The Tenderer shall include inhis rates for all ironmongeryassociated with external windows& doors. Item

D 4. Standard manufacturer'sironmongery must meet Architect'sapproval. All windows, frames,glazing & ironmongery on groundfloor and accessible from flatroofs to be lockable. Item

E 5. All windows and doors to befully surrounded and bonded toadjacent structure with EPDMmembranes to agreed details. Item

F 6. All windows and doors to havedouble mastic seals / caulking tofront and rear behind frames. Item

Samples

G 7. The Tender is requested toprovide for the Architect'sapproval a sample window / door.Should the Architect not besatisfied with the first samplethe tender shall provide foradditional samples at their ownexpense until such time as theArchitect gives their approval. Item 1

Air Tightness

H 8. All areas to achieve an airtightness not exceeding 5m3/m2/hrat 50Pa. Item 1




(31) EXTERNAL WALL COMPLETIONS (Cont)

A 9. The Tenderer is to includehere for all associated costs toperform 1 no. air blower test.Please note that if the test doesnot meet the Architect's minimumrequirement of 5m3/m2/hr due topoor workmanship then subsequenttests shall be carried out at theTenderer's own cost until theminimum requirement is met. Item 1

L - METALWORK

Composite items; Carlson or equaland approved; triple glazed;anthracite grey colour externally;selected colour internally; detaileddesign; fixed in strict accordancewith manufacturer's instructions; toArchitect's approval; all as perArchitect's specification and WindowSchedule

Windows - ground floor

B w(gf) - 06; 870mm x 1905mm no 1

C w(gf) - 07; 870mm x 1905mm no 1

D w(gf) - 09; 870mm x 1905mm no 1

E w(gf) - 10; 870mm x 1905mm no 1

F w(gf) - 11; 870mm x 1905mm no 1

G w(gf) - 12; 1700mm x 2600mm no 1

H w(gf) - 13; 1675mm x 2600mm no 1

J w(gf) - 14; 1125mm x 1985mm no 1

K w(gf) - 15; 1125mm x 1985mm no 1

L w(gf) - 16; 1925mm x 1985mm no 1

M w(gf) - 16(a); 1925mm x 1985mm no 1

N w(gf) - 17; 1125mm x 1980mm no 1

P w(gf) - 18; 1125mm x 1980mm no 1

Q w(gf) - 19(a); 1180mm x 1615mm no 1





A w(gf) - 19; 1830mm x 1640mm no 1

B w(gf) - 20; 1350mm x 630mm no 1

C w(gf) - 21; 1355mm x 630mm no 1

Windows - first floor

D w(gf) - 28; 1010mm x 1875mm no 1

E w(gf) - 29; 1010mm x 1875mm no 1

F w(gf) - 31; 870mm x 1675mm no 1

G w(gf) - 32; 870mm x 1675mm no 1

Composite items; Carlson or equaland approved; triple glazed externaldoors; anthracite grey colourexternally; selected colourinternally; detailed design; fixedin strict accordance withmanufacturer's instructions; toArchitect's approval; all as perArchitect's specification and WindowSchedule

External doors

H d(gf) - 02; 1290mm x 2600mm no 1

J d(gf) - 03; 1800mm x 2150mm no 1

Extra forExtra for

K White polysuplhide mastic sealantto all window openings andexternal doors; two partpolysulphide sealant to BS 4254on closed cell polyethylenebacking cord to BS 5628; all asper Architect's drawings(provisional) Item 1





Composite items; Carlson or equaland approved; triple glazed screens;anthracite grey colour externally;selected colour internally; detaileddesign; fixed in strict accordancewith manufacturer's instructions; toArchitect's approval; all as perArchitect's specification and WindowSchedule

Screens

A w(gf) - 08 no 1

B w(ff) - 30 no 1

C w(ff) - 33 no 1

J - WOODWORK

Composite Item

Composite items; Carlson or equaland approved; bespoke timber slidingsash window with weights and chords;triple glazed; to selected RALcolour; detailed design; fixed instrict accordance withmanufacturer's instructions; toArchitect's approval; all as perArchitect's specification and WindowSchedule

Windows - ground foor

D w(gf) - 01; 700mm x 1720mm no 1

E w(gf) - 02; 1234mm x 1720mm no 1

F w(gf) - 03; 700mmx 1720mm no 1

G w(gf) - 04; 1149mm x 1720mm no 1

H w(gf) - 05; 675mm x 1000mm no 1

J w(gf) - 22; 1150mm x 1720mm no 1

Windows - first foor

K w(ff) - 23; 700mm x 2500mm no 1

L w(ff) - 24; 1235mm x 2500mm no 1





A w(ff) - 25; 700mm x 2500mm no 1

B w(ff) - 26; 1235mm x 2500mm no 1

C w(ff) - 34; 1150mm x 2500mm no 1

D w(ff) - 35; 1150mm x 2500mm no 1

Windows - second floor

E w(sf) - 36; 700mm x 2190mm no 1

F w(sf) - 37; 1235mm x 2190mm no 1

G w(sf) - 38; 700mm x 2190mm no 1

H w(sf) - 39; 1150mm x 2190mm no 1

J w(sf) - 40; 1150mm x 2190mm no 1

K w(sf) - 41; 1100mm x 290mm no 1

L w(sf) - 42; 1150mm x 1715mm no 1

M w(sf) - 43; 1045mm x 2200mm no 1

N w(sf) - 44; 1045mm x 2200mm no 1

P w(sf) - 45; 1045mm x 2200mm no 1

Composite items; hardwood timberdoor set with TG & V sheeted finishinside & outside; detailed design;include for supply and fix of allassociated stainless steelironmongery as required includingmulti-point locking system, fixed instrict accordance withmanufacturer's instructions; toArchitect's approval; all as perArchitect's specification and windowschedule

External door

Q d(gf) - 01; 1235mm x 2390mm no 1

R w(ff) - 27 no 1





Boardings & Second Fixing

Window board; hardwood include forall timber grounds necessary; all asper Architect's drawings andspecifications

Second fixings; window boards

A 275 x 20mm; complete m 29

B 350 x 20mm; complete m 23

Hardwood board; fixed to andincluding timber battens fixed toblockwork built out to finish flushwith glazing / door frame; includefor all fixings; all as perArchitect's drawings &specifications

Window / external door ope revealliner boards

C 270mm x 20mm; with 10 x 10mmshadow gap rebate notched intoboard m 226

Sundries

Airtightness; the Contractor is toinclude here for supply & fittingTescon Profil or equal and approvedairtightness membrane seal and tapesto all new window & external dooropes to achieve fully air tight sealbetween window / door frame andblock; vapour check strip sealed towall with airproofing adhesive; allas per manufacturers instructions;all as per Architect's drawings andspecifications

Airtightness tapes / seals

D Allow here for all taping andsealing required to new window &external door opes Item 1





Q - PAINTING & DECORATING

Painting

Paint to I.S. 32; to clean base; onecoat approved primer, twoundercoats; oil based finishingcoat; gloss finish

General surfaces; to timber sashwindow surrounds

A Girth not exceeding 300mm m 319

Paint to I.S. 32; include forcleaning & sanding down; apply onecoat approved primer, twoundercoats; oil based finishingcoat; gloss finish

General surfaces; to timber doors

B Girth exceeding 300mm; internally(measured through glazing) m2 13

Paint to I.S. 32; include forcleaning & sanding down; apply onecoat approved primer, twoundercoats; oil based external gradefinishing coat; gloss finish

To window / external door ope revealliner boards

C Girth exceeding 300mm; externally(measured through glazing) m 226





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(31) EXTERNAL WALL COMPLETIONS Carried to Summary



WALSH ASSOCIATES (32) INTERNAL WALL COMPLETIONS

(32) INTERNAL WALL COMPLETIONS

Samples:

A Contractor shall provide samplesof doors/glazed screens/ironmongery as requested by theArchitect. Should the Architectnot be satisfied with the firstsamples, then the Contractorshall provide for all subsequentsamples at his/her own expense,until such time as the Architectis satisfied. Item

J - WOODWORK

Boarding and Second Fixing

Supply and fit hardwood timberarchitraves; fixed to blockwork ortimber stud base

Seond fixings; door reveal linerboards

B 45 x 15mm thick with 18mm wideouter edge; (stud partition) m 26

C 100 x 15mm thick with 18mm wideouter edge; (100mm masonry) m 97

D 100 x 15mm thick with 18mm wideouter edge; (215mm masonry) m 38

Supply and fit window linings; inselected hardwood finish to matchexisting; include for all fixingsand hinges

Second fixings; window lining

E G11 - to w(gf) 01, 02 & 03 no 1

F G12 - to w(gf) 04

G G07 - to w(gf) 22

H F01 - to w(ff) 35

J F02 - to w(ff) 34

K F09 - to w(ff) 23, 24 & 25

L F09 - to w(ff) 26




(32) INTERNAL WALL COMPLETIONS (Cont)

A S01 - to w(sf) 36, 37 & 38

B S02 - to w(sf) 39

C S02 - to w(sf) 40

D S06 - to w(sf) 45

E S07 - to w(sf) 44

F S08 - to w(sf) 43

Composite Items

Hardwood solid core doors; cherryfinish; include here for supply &fit of hardwood doors & frames withrecesses to house door reveal linerboards (liner boards elsewheremeasured); fixed and plugged toblockwork / timber; includingpacking slips as required; all asper Architect's specification anddoor schedule drawings no. 14.58.601& 14.58.602

Doors & Frames

G D1 - Single leaf door; to suitope size 900mm wide x 2100mm high no 8

H D2 - Single leaf door; to suitope size 900mm wide x 2100mmhigh; vision panel; door handleIHL22 no 10

J D3 - Single leaf door; to suitope size 900mm wide x 2100mmhigh; door handle IHL22 no 9

K D4 - Double leaf door; to suitope size 2400mm wide x 2100mmhigh; door handle IHL22 no 2

L D5 - Single leaf door; to suitope size 900mm wide x 2100mmhigh; door handle IHL22 no 3

M D6 - Single leaf door; to suitope size 1200mm wide x 2100mmhigh; vision panel; door handleIHL22 no 2





A D7 - Single leaf door; to suitope size 900mm wide x 2100mmhigh; door handle IHL22 no 4

B D8 - Single leaf door; to suitope size 1200mm wide x 2100mmhigh; vision panel; door handleIHL22 no 1

C D9 - Single leaf door; to suitope size 1200mm wide x 2100mmhigh; vision panel; door handleIHL22 no 1

D D10 - Double leaf door; to suitope size 1700mm wide x 2100mmhigh; vision panel; door handleIHL22 no 2

E D11 - Single leaf door; to suitope size 2400mm wide x 2100mmhigh; door handle IHL22 no 2

F ED - Single leaf door; to suitope size 1175mm wide x 2100mmhigh; door handle IHL22 no 4

G FD60 -Single leaf door; to suitope size 1175mm wide x 2100mmhigh; door handle IHL22 no 1

The Contractor should allow forsupply and fixing in position thefollowing items; hinges, locks,levers, receivers, door stops,sliding door tracks and door closersapproved by Architect; satinstainless steel & brassware finishgenerally; to hardwood flush doors;allow for all necessary plugging,holes and labours; all ironmongeryto be as per Architects drawins,schedules and spec

Doors; to hardwood or the like

H Single doors no 36

J Single doors; with opening sidepanel 9

K Double doors; standard no 3





A Sliding doors - double; includingsliding door track, top andbottom; include also for fittingof brush seal either side ofdoor; include also for fixingsliding door stopper in place;all as per DG11 no 1


Painting

Doors

B Girth exceeding 300mm m2 114

General surfaces; existingarchitraves & frames

C Girth not exceeding 300mm m 297





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(32) INTERNAL WALL COMPLETIONS Carried to Summary



WALSH ASSOCIATES (34) STAIRS, BALUSTRADES & HANDRAILS; COMPLETIONS

(34) STAIRS, BALUSTRADES & HANDRAILS; COMPLETIONS

J - WOODWORK

Composite items

Softwood to BS EN 942; Douglas Fir;wrought unless otherwise stated;aall to match existing calustrading;all as per Architects specification

Handrails

A To match existing, fixed to wallswith stainless steel holders andbolted to walls; 1100mm highapprox; raking m 5


B Ends; as per Architects detail no 2

Balustrades

C To match existing, securely fixedto stairs; 1100mm high approx;raking m 5

Q - PAINTING AND DECORATING

Painting

Paint to I.S. 32; to clean base; 1coat of primer, 1 coat of undercoatand 1 finishing coat; all as perArchitects specification sectionM60.161 and Finishes Schedule

General surfaces; to wood base(handrail only)

D Not exceeding 300mm wide m 5

General surfaces; to wood base(balustrades)

E Not exceeding 300mm wide m2 10



WALSH ASSOCIATES (34) STAIRS, BALUSTRADES & HANDRAILS; COMPLETIONS

(34) STAIRS, BALUSTRADES & HANDRAILS; COMPLETIONS (Cont)

COLLECTION

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(34) STAIRS, BALUSTRADES & HANDRAILS; COMPLETIONSCarried to Summary



WALSH ASSOCIATES (37) ROOF COMPLETIONS

(37) ROOF COMPLETIONS

L - METALWORK

Composite Items

Patent rooflights; Lonsdale Ecogardor equal and approved; 3400mm x1700mm x 400mm high flat top nonvented on green roof kerb; tripleglazed flat terrace rooflight withthermally broken frame with non-slipetching on outer pane of 22mmtoughened laminate glass &intermediate glass to be sandblasted to provide privacy;installed in strict accordance withthe manufacturer's recommendationsand instructions; all as perArchitect's specifications anddrawing no. 214

Composite items; basement patentrooflights

A RL01 - 3400mm x 1700mm x 400mm no 1

Extra forExtra for

B Forming all DPC, membrane &airtightness tape details torooflights as required Item 1

Lonsdale Ecogard 'walk-on' or equaland approved; 1500mm x 1500mm highflat top roof light; flat; tokitchen below; on 450mm high brickkerb; triple glazed flat terracerooflight with thermally brokenframe with non-slip etching on outerpane of 22mm toughened laminateglass & intermediate glass to besand blasted to provide privacy;installed in strict accordance withthe manufacturer's recommendationsand instructions; all as perArchitect's specifications anddrawing no. 214


C RL02 - 1500mm x 1500mm no 1




(37) ROOF COMPLETIONS (Cont)

Extra forExtra for

A Forming all DPC, membrane &airtightness tape details torooflights as required Item 1

Lonsdale Ecogard or equal andapproved; 1000mm diameter; flat topnon vented on green roof kerb;triple glazed flat terrace rooflightwith thermally broken frame withnon-slip etching on outer pane of22mm toughened laminate glass &intermediate glass to be sandblasted to provide privacy;installed in strict accordance withthe manufacturer's recommendationsand instructions; all as perArchitect's specifications anddrawing no. 214


B RL03 - 1500mm diameter no 1

Extra forExtra for

C Forming all DPC, membrane &airtightness tape details torooflights as required Item 1

Lonsdale Ecogard or equal andapproved; flat top non vented ongreen roof kerb; triple glazed flatterrace rooflight with thermallybroken frame with non-slip etchingon outer pane of 22mm toughenedlaminate glass & intermediate glassto be sand blasted to provideprivacy; installed in strictaccordance with the manufacturer'srecommendations and instructions;all as per Architect'sspecifications and drawing no. 214


D RL05 - 1250mm x 1250mm no 2

E RL07 - 1250mm x 1250mm no 1





A RL08 - 1250mm x 1250mm no 1

Extra forExtra for

B Forming all DPC, membrane &airtightness tape details torooflights as required Item 4

Lonsdale Ecogard or equal andapproved; flat top vented to fireofficers requirements; triple glazedflat terrace rooflight withthermally broken frame with non-slipetching on outer pane of 22mmtoughened laminate glass &intermediate glass to be sandblasted to provide privacy;installed in strict accordance withthe manufacturer's recommendationsand instructions; all as perArchitect's specifications anddrawing no. 214


C RL06 - 1300mm x 1300mm no 1

Extra forExtra for

D Forming all DPC, membrane &airtightness tape details torooflights as required Item 1





Sundries

Airtightness; the Contractor is toinclude here for supply & fittingTescon Profil or equal and approvedairtightness membrane seal and tapesto all rooflight opes to achievefully air tight seal aroundrooflight; vapour check strip sealedwith airproofing adhesive; all asper manufacturers instructions; allas per Architect's specificationsand drawing no. 14.58.303 RooflightDetail


A Allow here for all taping andsealing required to rooflightopes Item 1





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(37) ROOF COMPLETIONS Carried to Summary



WALSH ASSOCIATES (41) WALL FINISHES EXTERNALLY

(41) WALL FINISHES EXTERNALLY


In-Situ Finishes

Nap smooth plaster finish; overallthickness 18mm, to consist ofscudded coat to blockwork (1:3)cement/sand; finishing coatconsisting of (1:1:3) hydrated lime/ cement / sand; also include forapproved water-proofing agent;include also for all Expamet orequal approved stainless steel angleand stop beads necessary; all as perArchitect's specification anddrawings

Walls; blockwork base

A Exceeding 300mm wide m2 91

B Not exceeding 300mm wide m 38


C Plastering up to brick quinn Item 1

Expamet or equal approved stainlesssteel beads; all as per Architect'sspecification

Sundries

D Stop beads/ Angle beads m 61


Painting

Paint to IS 32; Dulux or equalapproved; one coat primer and twofinishing coats of Weathershieldemulsion paint; colour to beselected by the Architect on site;to render base; all as perArchitect's specification

Walls


F Not exceeding 300mm m 38




(41) WALL FINISHES EXTERNALLY (Cont)

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(41) WALL FINISHES EXTERNALLYCarried to Summary



WALSH ASSOCIATES (42) WALL FINISHES INTERNALLY

(42) WALL FINISHES INTERNALLY

J - WOODWORK


American oak, or equal and approved;removable hardwood panels to mainvertical duct; shot fixed toblockwork base; as per Architectsdrawing and specification

Walls

A Vertical;exceeding 300mm;(Provisional) m2 23

Selected hardwood timber panellingto curved wall corridor link; as perArchitects drawing and specification

Walls

B Vertical;exceeding 300mm;(Provisional) m2 33

Replacement picture rail throughout; painted to match existing; asper Architects drawing andspecification

Walls

C Not exceeding 300mm m 89

Replacement of existing dadum railthrough out; painted to matchexisting; as per Architects drawingand specification

Walls

D not exceeding 300mm m 67




(42) WALL FINISHES INTERNALLY (Cont)


Finishings

Two coat plaster, 13mm overallthickness; floating coat consistingof pre-mixed hard basecoat gypsumplaster; to a thickness of 11mm;ruled true and level; close surfacewith a hand float; thoroughlyscratched to provide a key; 2mmfinishing coat consisting of a premixed hard wall gypsum plaster;steel trowelled to a smooth finish

Walls


B Exceeding 300mm wide; curved m 51

Reveals

C not exceeding 300mm wide; reveals m 182

Make good and restore existingarched period mouldings and cornices

Cornice mouldings

D F10 Entrance lobby adjoining F06Central Stairwell - 3000mm curved item 1

E S03 & S04 Upper Landing & LiftLobby item 1





Tile, Slab and Mosaic Finishes (AllProvisional)

Supply & lay porcelain wall tiles;600 x 300 x 8mm; allow a PC Sum forsupply only of €80 per m2; includefor fixing with flexible adhesiveand grouted with water resistantanti-fungal grout or similarapproved; include for all internalangles of new tiling to receivesilicone sealant; to a plasteredbase; include for laying of allborders; include for all movementjoints necessary; include for allcutting of tiles necessary; all asper Architect's specifications anddrawings no. 14.58.701 & 14.58.702

Walls


B Exceeding 300mm wide; curved m2 12

C Extra for; include here forExtra forfinishing all external cornersand exposed ends with a squareedges stainless steel tile trimto finish flush with the face oftiles Item 1

Flexible sheet coverings

Supply and lay Decochoc or equal andapproved 900mm high decorative andprotective wall finish (Bluebell);to blockwork base; include forfixing with anti fungal waterresistant adhesive; include forworking to openings; all beads asnecessary; include for all movementjoints necessary; installed as permanufaturers recommendations andinstallation guidelines; all as perArchitects specification anddrawings

Walls

D 900mm high m2 91





A Extra for; include here forExtra forfinishing all external cornersand exposed ends with a squareedges stainless steel trim tofinish item 1


Painting

Paint to I.S. 32; to clean dry base;1nr. initial coat of Dulux TradeDiamond Matt Emulsion paint; 2nr.finishing coats of Dulux TradeDiamond Matt Emulsion paint or equalapproved; colour to be confirmed onsite; all to Architect's finishesschedule and specification anddrawings

Walls; to skimmed base

B Exceeding 300mm m2 917


Paint to I.S. 32; clean and sanddown existing substrate; 1nr.initial coat of Dulux Trade DiamondMatt Emulsion paint; 2nr. finishingcoats of Dulux Trade Diamond MattEmulsion paint or equal approved;colour to be confirmed on site; allto Architect's finishes schedule andspecification and drawings

Walls; to previously painted areas

D Exceeding 300mm m2 606

E Not exceeding 300mm m 124

F Staircase areas m2 108






Walls; to blockwork base

A Exceeding 300mm m2 917

B Not exceeding 300mm m 51

Provisional Sum

C Provide a Provisional Sum of€3,000 for repairs to existinglime plaster 1 3,000 00





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(42) WALL FINISHES INTERNALLY Carried to Summary



WALSH ASSOCIATES (43) FLOOR FINISHES

(43) FLOOR FINISHES

J - WOODWORK


New double skirting board to matchexisting in F9-Conference Roo; fixedand plugged to blockwork or plasterbase; all as per Architect'sdrawings and specifications

Second fixings; skirtings

A To match existing m 265

Extra forExtra for

B Short lengths to staircase no 78


In-Situ Finishes

Permagaurd liquid DPM or equalapproved; to concrete base; appliedin strict accordance withmanufacturer's instructions

Floors

C Exceeding 300mm (provisional) m2 160

Floor levelling compound; to alltiled areas and basement area; toconcrete base; applied in strictaccordance with manufacturersinstructions

Floors

D Exceeding 300mm (provisional) m2 160




(43) FLOOR FINISHES (Cont)

Board Finishes

Timber floor; selected pre finishedengineered wood; include for allfittings and fixtures; include a PCSum of €75 per m2 for supply only byTilestyle or equal and equivalent;as per Architects drawings andspecification

Floors


Tile, Slab and Mosaic Finishes

Supply & lay selected ceramic floortiles with slip resistant R10requirement; allow a PC Sum forsupply only of €75 per m2 for TileStyle or equal and approved; includefor fixing with flexible adhesiveand grouted with water resistantanti-fungal grout or similarapproved; include for all internalangles of new tiling to receivesilicone sealant; to a concretebase; include for laying of allborders; include for all movementjoints necessary; include for allcutting of tiles necessary; all asper Architect's specifications anddrawings

Floors


Skirtings

C 150mm high tiled skirting m 203





Supply & lay selected ceramic floortiles with slip resistant R10requirement; allow a PC Sum forsupply only of €25 per m2 for TileStyle or equal and approved; includefor fixing with flexible adhesiveand grouted with water resistantanti-fungal grout or similarapproved; include for all internalangles of new tiling to receivesilicone sealant; to a concretebase; include for laying of allborders; include for all movementjoints necessary; include for allcutting of tiles necessary; all asper Architect's specifications anddrawings

Floors


Skirtings

B 150mm high tiled skirting m 88

Flexible Sheet Coverings

Supply and lay vinyl sheet floorcovering; Gerflor Tara Safe or equalapproved; Dove Grey finish; allfloor coverings to be laid to themanufacturers recommendations andinstallation requirements as perArchitects drawing and specification

Floors

C Exceeding 300mm m2 127

Skirting

D Self coved skirting to allowfloor covering terminate at wall m 149

Half landings; to precast staircase


Treads; to precast staircase

F 1200mm wide m 21





Risers; to precast staircase

A 170mm high m 21

Aluminium stair nosing; T67 Alu orsimilar approved anodised aluminiumwith PVC inserts fixed in accordancewith the manufacturers instructions;in accordance with Architect'sspecification

Nosings

B Complete; located between changesin floor finishes (provisional) m 21

Cover strips; Gradus ANT 355 orsimilar approved anodised aluminiumwith PVC inserts fixed in accordancewith the manufacturers instructions;in accordance with Architect'sspecification

Dividing strips

C Complete; located between changesin floor finishes (provisional) m 8

Fitted Carpeting

Tretford roll carpet or equal andequvialent; 7mm thick; bonded withPVC or natural latex to a hessianbacking; fitted in accordance withArchitects Specification andmanufacturers instructions

Floors


Half landings; to existing timberstaircase


Treads; to existing timber staircase

F 1200mm wide m 21





Risers; to existing timber staircase

A 170mm high m 21


Painting

Paint to I.S. 32; to clean base; onecoat approved primer and two coatswhite gloss finish; all as perArchitect's specification & finishesschedule

General surfaces; to wood base

B Skirtings; not exceeding 300mm m 265





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(43) FLOOR FINISHES Carried to Summary



WALSH ASSOCIATES (45) CEILING FINISHES

(45) CEILING FINISHES


In-Situ Finishes

Two coat plaster, 15mm overallthickness; one coat Gypliteundercoat 12mm thick lightlyscratched to form key; one coatGyplite finishing plaster 3mm thickto BS 1230; trowelled to precastconcrete base; include for allexpamet stainless steel angle beadsand stops beads or similar approved,as necessary; all as per Architect'sdrawings & specifications

Staircase areas

A Exceeding 300mm wide; raking;soffits of staircases m2 9

B Exceeding 300mm wide; soffits ofstaircases landings m2 2

C Not exceeding 300mm wide; raking;strings of precast staircases m 12

Plaster; Reinstate coving to matchexisting; as per Architects drawingsand specification and picturereference XX

Coving

D Not exceeding 300mm; G11 OfficeArea as per picture XX m 23

E Not exceeding 300mm; G12 PublicOffice as per picture XX m 22

F Not exceeding 300mm; F06 MainLobby & Stairwell as per pictureXX m 27




(45) CEILING FINISHES (Cont)

Plaster; overall thickness varies asrequired; Gyplite finishing plasteror equal and equivalent; to patchrepair existing covings to matchexisting as required; as perArchitects drawings andspecification and picture referenceXX

Coving

A Not exceeding 300mm; patchrepairs as required m 70

Board Finishes

12.5mm thick foil backedplasterboard slabs screwed to predrilled counter battens on to acombination of existing timberjoists and elsewhere measured newjoists; joints staggered; taped andfilled; 3mm thick skim coat Gypsumfinish; include for plaster beadwhere necessary; include for allexpamet angle beads; as perArchitect's specification anddrawings

Ceilings

B Exceeding 300mm; horizontal m2 203

C Extra over for; moistureExtra overresistant board m2 18

Boxing out to ceilings

D Exceeding 300mm; laidhorizontally (provisional) -Bosing out around existing beamin G.11 Office Area & G.12 m 35

Staircase areas

E Exceeding 300mm; landings m2 7

F Raking; G.13 Toilet; underside ofentrance steps m2 5





12.5mm thick plasterboard; 50mm x38mm timber battens at 400 centresshot fixed with steel nails tounderside of T Beam and Blockconcrete floor above; jointsstaggered; taped and filled; 3mmthick Gypsum skim coat finish; allas per Architect's drawings &specifications

Ceilings

A Exceeding 300mm; horizontal m2 126

12.5mm thick plasterboard; 50mm x38mm timber battens at 400 centresshot fixed with steel nails tounderside of hollowcore precastconcrete floor above; jointsstaggered; taped and filled; 3mmthick Gypsum skim coat finish; allas per Architect's drawings &specifications

Ceilings

B Exceeding 300mm; horizontal m2 123

Boxing out to ceilings

C Exceeding 300mm; laidhorizontally (provisional) -Bosing out around proposed beams m 22

Vented roof light

D Extra over for; finishing to roofExtra overlight item 1





Suspended Ceilings

Metal frame suspended ceilingsystem; 9.5mm thick plasterboardfixed to MF ceiling section at 600mmcentres; hangers at 900mm centres;fixed to underside of concretestructure; plasterboard fixed withdrywall screws; staggered taped andfilled joints; 3mm thick steeltrowelled gyproc skim finish;including expamet angle and stopbeading as required; all fixed instrict accordance with themanufacturers instructions andguidelines; all as per Architect'sspecification and drawings no.14.58.201 & 14.58.303

Ceilings

A Depth of suspension not exceeding150mm m2 15

B Extra over for; 600mm x 600mmExtra overremovable access panels(provisional) no 2

Proprietary Acoustic suspendedceiling system including accessoriesand services fittings; Acousticperformance capable of achievingsound absorbtion factor of 0.65;Suspension System: compression proofmetal sub-construction in accordancewith the EN 13964 consisting ofbaase profiles, carrier profiles,and adjustable metal hangers at1000mm centres locked into positionusing 2 fixing pins; as perArchitects drawing and specification

Ceilings

C Depth of suspension not exceeding150mm (Provisional) m2 27

D Extra over for; forming shadowExtra overgap to perimeter trim with boardcapped with stop bead size 16.5mmx 2.5mm adhesive fixed toacoustic panel m 25






Painting

Paint to I.S. 32; to clean dry base;1nr. initial coat of White DuluxTrade Diamond Matt Emulsion paint;2nr. finishing coats of White DuluxTrade Diamond Matt Emulsion paint orequal approved; all to Architect'sspecification and drawings

Ceilings; to skimmed base


Ceilings; staircase areas

B Exceeding 300mm; landings m2 7

C Exceeding 300mm; raking; soffitof stairs m2 9

D Not exceeding 300mm wide; raking;strings of precast staircases m 12

Paint to I.S. 32; to clean dry base;1nr. initial coat of White DuluxTrade Diamond Matt Emulsion paint;2nr. finishing coats of Dulux TradeDiamond Matt Emulsion paint or equalapproved; all to Architect'sspecification and drawings

Ceilings; to concrete base

E Exceeding 300mm; horizontal m2 113

Paint to I.S. 32; to existingceilings; to be cleaned andprepared; allow here for patchrepais to existing plaster work asrequired; 2nr. finishing coats ofDulux Trade Diamond Matt Emulsionpaint or equal approved; all toArchitect's specification anddrawings


F Exceeding 300mm; horizontal m2 92





Existing cornices

A Not exceeding 300mm wide m 70

Existing picture & ceiling rails

B Not exceeding 300mm wide m

Provisional Sum

C Provide a Provisional Sum of€5,000 for existing periodcovings and features 1 5,000 00





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(45) CEILING FINISHES Carried to Summary



WALSH ASSOCIATES (47) ROOF FINISHES

(47) ROOF FINISHES


Tile and Slate Coverings

New Fibre Reinforced Cement Slates(F.R.C.); asbestos free 600mm x300mm fibre reinforced cementslates; laid on 38 x 50mm treated s/w battens battens at 600mm crs andreinforced bitumen felt complyingwith I.S. 36, Part 1, Type I.F. laidto a lap of 225mm, additional 225mmDPC to be ; nail fixed; all inaccordance with Architects drawingT342 and Spec

Pitched Roof Coverings

A Slope not exceeding 45 degrees;exceeding 300mm wide m2 77


B Glidevale or equivalent roofspace ventilators no 5

C Tegral or equivalent fasciaventilator m 23

D Code 5 lead cover/ step flashingsto chimneys; incl for chasing,mastics etc m 8

E Code 5 lead cover/ step flashingsto valleys; incl for thin layerof patination oil to underside oflead, on a layer of breatherpaper to separate from timber;laps and lenghts as per spec m 13

F Dressing into F.R.C. slates onadjoining roof Nr. 67 MerrionRoad m 15

G Xtroliner; Pitched roof (XO/PR)125mm thick rigid boardinsulation fixed betweer rooftrusses; as per Architect drawing305 detail 1 m2 77




(47) ROOF FINISHES (Cont)

New Bangor Blue Natural Slates fromthe Penrhyn quarry in North Wales;supplied by Lagan Building Solutionsor equal and approved; laid on 38 x50mm treated s/w battens battens at600mm crs and reinforced bitumenfelt complying with I.S. 36, Part 1,Type I.F. laid to a lap of 225mm,additional 225mm DPC to be ; nailfixed; all in accordance withArchitects drawing T342 and Spec




B Glidevale or equivalent roofspace ventilators no 5

C Glidevale or equivalentcontunuous eaves ventilatiors m 18

D Code 5 lead cover/ step flashingsto chimneys; incl for chasing,mastics etc m 15

E Xtroliner; Pitched roof (XO/PR)125mm thick rigid boardinsulation fixed betweer rooftrusses; as per Architect drawing305 detail 1 m2 46





New Bangor Blue Ridge tile to matchexisting; Colour: as perexisting;not less than 178mm rings;edge bedded onto tiles with solidbedding at butt joints and securedwith stainless steel straps at ends;all mortar shall be coloured tomatch tiles and consist of 3 partssand to 1 part cement and should bestruck off to give a smooth face andpointed on one operation; end ridgetiles to be mechanically fixed inaccordance with the detaileddrawings and the manufacturersrecommendations and fastened withgalvanised anchors to the bottom ofa hip; all in accordance withArchitects spec

Ridge tile

A Complete m 45

Re-fit Natural Slates salvaged fromoriginal houses; laid on 38 x 50mmtreated s/w battens battens at 600mmcrs and reinforced bitumen feltcomplying with I.S. 36, Part 1, TypeI.F. laid to a lap of 225mm,additional 225mm DPC to be ; nailfixed; all in accordance withArchitects drawing T342 andSpecification


B Slope not exceeding 45 degrees;exceeding 300mm wide m2 56


C Glidevale or equivalent roofspace ventilators no 5

D Glidevale or equivalentcontunuous eaves ventilatiors m 22

E Xtroliner; Pitched roof (XO/PR)125mm thick rigid boardinsulation fixed betweer rooftrusses; as per Architect drawing305 detail 1 m2 56





Flexible Sheet Metal Coverings

Trocal roof system; on bitumenimpregnated fibreboard; on vapourcontrol layer; system fitted as perManufacturers Specification; all asper Architects drawing 305 detail 2

Roof Coverings

A Horizontal; exceedind 300mm wide m2 31


B Forming junction with pitchedroof; allow for tergral fasciaventilator, on timber tiltingfillet with a1 protect feltoverhanging, new trocal type 5membrane welded to trocallaminated metal upstand;installed as per tegralinstallation instruction; includefor a new Code 4 lead soakerfitted under the lowest course ofslates, Code 4 lead step flashingcomplete; all as per Architectsdrawing 305 detail 2 m 23

C Forming upstand/ junction withnew and exiting rooflights withtrocal approved upstand/ junctionconstruction; complete m 12

D Forming drip edge with associatedtimber backing/ grounds; complete m 3

E Forming junction with flat roofof neighbouring property;complete m 3





Mastic Asphalt, Waterproof and GasProof Non-Metal Flexible SheetCoverings

Sedum Roof; Bauder F30 sedum blanket35mm, on bauder SDF drainage mat20mm, on bauder roof resistantcapping sheet 5mm, on bauderunderlayer (self adhesive) 4mm, onXthra-therm XF/ALU insulation 100mmthick; system fitted as perManufacturers Specification; onvapour control layer; include forall angle, trims gaskets etcrequired to lay finish complete; allas per Architects drawing 305, 306and specification

Roof Coverings

A Horizontal; exceeding 300mm wide m2 188


B Gravel gutter detail to edges;include for all associated filletpieces, angles, trims etcrequired; complete; as perArchitects drawing 306 section B-B, 307 section D-D andspecification m 127

C Forming gutter outlet; includefor all associated fillet pieces,angles, trims, dressing etcrequired; allow for coring outope in wall and dressing withbauder approved membranes toseal; complete; as per Architectsdrawing 307 section A-A andspecification no 6

D Forming upstand to capping; 400mmhigh generally; with bauderweatherproof sheeting and vapourcontrol membrane turned up andunder capping, on 40mm thickkingspan insulation; inclinsulation fillet piece to formcove; Code 5 lead step and coverflashings, mastics, chases andthe like; all as per Architectsdrawing 307 and spec m 91





A Forming upstand to walls; 400mmhigh generally; with bauderweatherproof sheeting and vapourcontrol membrane turned up wall,on 40mm thick kingspaninsulation; incl insulationfillet piece to form cove; Code 5lead step and cover flashings,mastics, chases and the like; allas per Architects drawing 307 andspec m 36

B Forming upstand to rooflightupstand; 400mm high generally;with bauder weatherproof sheetingand vapour control membraneturned up wall, on 40mm thickkingspan insulation; inclinsulation fillet piece to formcove; Code 5 lead step and coverflashings, mastics, chases andthe like; all as per Architectsdrawing 307 detail B-B and spec m 14

C Forming upstand to rooflightupstand; 300mm high generally;with bauder weatherproof sheetingand vapour control membraneturned up wall, on 40mm thickkingspan insulation; inclinsulation fillet piece to formcove; Code 5 lead step and coverflashings, mastics, chases andthe like; all as per Architectsdrawing 306 detail E-E and spec m 10

D Forming ope for fresh air intact;allow for all dressings, masticsand fixings to complete; as perSEHA drawing no 5





Ridig Sheet Coverings and Decking

Iroco soffit cladding; treated andfactory finishes; factory pre-coatedwith water-based, white acrylicpaint colour to BS 4800; fixed withSelf drilling and tapping carbonsteel case hardened, zinc plated,chromate dipped screw with oversizehole forming wings and assembledstainless steel EPDM elastomer facedsealing washer and plastics; all asper Architects drawing 306 sectionC-C, D-D and specification

Soffit Cladding


J - WOODWORK


New Red Deal Fascia and Soffits;screw fixed to ends of rafters;include for fixings and grounds asrequired; all as per Architectsdrawing 305 detail 1

Fascia

B 220 x 20mm thick approx; Complete m 43

Soffits

C 320 x 20mm thick approx; complete m 43

R - DRAINAGE

Disposal Above Ground

Rainwater Outlets to Green Roof;Italprofili Surefix RWD withclamping ring and leaf gate; includefor KSE 200 outlet inspection boxover; all as per Architectsspecification

Rainwater Outlets

D Complete no 6





Cast Iron Guttering; by NationwideGutters or equal approved; 2.5mmthick half round profile;proprietary pin fixed at 600mm crs;all as per Architects specification

Cast Iron gutters; surface fixed;recommended supports and jointing inrunning lengths; vertical

A 100mm diameter m 43

B Extra; outlet no 5

C Extra; stopends no 2

D Extra; corners units no 10

Cast Iron Downpipes; by NationwideGutters or equal approved; 2.5mmthick half round profile;proprietary pin fixed at 600mm crs;all as per Architects specification

Cast Iron gutters; surface fixed;recommended supports and jointing inrunning lengths; vertical

E 100mm diameter m 81

F Extra; H55 305 x 197 x 255 RH55hopper heads no 11

G Extra; swan neck; offset 600mm;connections no 5

H Extra; shoes no 11


Painting

Paint to IS 32; 1 coat prime, 1 coatundercoat and 2 coats finish gloss;as per Architects schedule

Fascia

J Complete m 43





Soffit

A Complete m 43





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WALSH ASSOCIATES (74) SANITARY FITTINGS

(74) SANITARY FITTINGS

T - FITTINGS

Fittings, Equipment and Furniture

WC suite, to DEFRA WC suiteperformance specification (UKStandard) or equal and approved inIreland; Pedestal, low levelcistern; "Fresssh Georgia" dual-flush WC and cistern (Code No. CL002Georgia); consisting of whitevitreous china; pan to BS EN 33 andBS EN 997; complete with seat andcover to BS 1254, plastic, colour tomatch pan; pan connector to BS 5627,colour white to match pan; cisternto BS 1125, colour white to matchpan; flushing arrangement: compacttype float operated valve and siphonto BS 1212-4 and BS 2456; operatingcontrol: lever handle, chromeplated; dual flush 6 or 4L; flushpipe: plastics, white; inletconnector and supports; all as perArchitect's specification

WC suite

A P-trap or S-trap pan and cisternfixed with screws to backgroundsrequiring plugging; connectingpan with WC adapter no 6




(74) SANITARY FITTINGS (Cont)

Fresssh Georgia or equal andapproved; WHB and pedestal (code No.PB003 Georgia; consisting of whitevitreous china; with two tap holes;basin mounted on concealed mountingbrackets and fixing clamps; Wastesto BS 274-1, -2 and -3: chain andplug - DN 40, stainless steel plugand chain (not the rod type), tailslotted; traps - tubular, P type, DN40, plastics white colour, depth ofseal 50mm; pair of spray-nozzle typetaps, thermostatic controlled levertap; marked either 'H' or 'C.; allas per Architect's specification

Wash hand basin

A 500 x 400mm; fixing hangersmasonry background no 6

Sundries

Sanitary Ware Accessories

Mirror 6mm thick polished clearfloat glass; chromed and protectedwith copper backing to BS 952; 25mmbevelled edges recessed into tiledwall

B 600mm x 900mm no 6

Toilet roll dispensers; stainlesssteel spec

C 250mm x 250mm no 6

Towel rail; stainless steel

D 500mm long; fixed to plaster base no 6





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(74) SANITARY FITTINGS Carried to Summary



WALSH ASSOCIATES (79) BUILDING FITTINGS AND FURNITURE

(79) BUILDING FITTINGS AND FURNITURE

T - FITTINGS





(79) BUILDING FITTINGS AND FURNITURE (Cont)





Fitted Units to Kitchens; to BS6222-2 and -3 and BS EN 14749;Worktops: 38mm laminated Formicaworksurfaces with preformed bullnoseedges, colour and finish subject toArchitects approval; Doors: Highgloss Formica (or equal andequivalent) bonded onto MDF finsihthickness 19-20mm, edged with PVCslippings, 2.1mm PVC edges;Carcassing: Units to be divided intocabinet sizes as specificed, allcarcassing to be constructed ofmoisture resistant 15mm MDF withwhite melamine finish; Shelving: Atleast one adjustable shelf to beprovided to each high level and lowlevel units as per drawing, shelvesto comprise of moisture resistant15mm MDF with white melamine finish;Aluminium Workstop Ends: Allow forsupply and fitting of workstop endsas required for each kitchen type;Trims: Allow for supply and fittingof workstop ends as required foreach kitchen type; Sinks: stainlesssteel sink and taps, allow forforming opes of sink and taps;Hinges: by Hafele (or equal andequivalent) adjustable concealedwith at least one 180 degree openingswing, hinges to be europeonmanufacture with CE marking;Handles: to be best durable qualitystainless steel D-handles by Hafele(or equal and equivalent), handlesto be european manufacture with CEmarkings; Corner unit: allow forprovision of 1 no. Hafele (or equaland equivalent) twin shelf halfcircle carousel set; Drawer Units:Integral Hafele (or equal andequivalent) metal drawer sides/runners with nylon runners and frontfixing brackets for drawer fronts;Warranty: Tenderers are remindedthat there is a 12 month defectsliability period on the project andthat general defects will have to bemade good during that time,Ondividual components permanufacturers warranty; all as perArchitects drawing 201 andspecification





Kitchen unit

A Complete; Architects drawing 201Room no B2 Kitchen no 1

Supply and fit hardwood adjustablebuilt in shelving units

Shelving

B G11 - to chimney recess - 1300mmwide x 2100mm high x 300mm deep no 1

C G11 - to blocked up door recess -900mm wide x 1200mm high x 300mmdeep no 1

D G01 - 1550mm wide x 2300mm high x300mm deep no 1

Supply and fit hardwood lightingshelf in selected American Oak wallfixed to detail

Shelving

E G11 - above door height - 4500mmlength x 300mm deep no 1

Supply and fit built in hardwoodbook shelving to detail/specification; as per Architectsdrawings and specification

Shelving

F S02 - Waiting Room - 950mm wide x910mm high x 300mm deep no 1

G S06 - PA to Ambassador - 100mmwide x 1100mm high x 300mm deep

Supply and fit writing shelf; todetail; as per Architects drawingsand specification

Shelving

H G12 - 2690mm length x 300mm deep no 1





Supply and fit Office worktop todetil; as per Architects drawingsand specification

Shelving

A G01 - 2400mm length x 300mm deep no 3

Supply and fit lamber units to workstations; as per Architects drawingsand specification

Shelving

B G01 - 1000mm wide x 900mm high x300mm deep no 3

Supply and fit shelving to cleanersstore in basement; as per architectsdrawing no 201 and specification

Shelving

C Cleaners store fit out item 1

Supply and fit interview counter;steel framing to detail; as perArchitects drawings andspecification

Counter top

D G11& G12 - Adjoining Office areaand Public area - 1900mm length x800mm deep no 1

Supply and fit security counter;steel frame to detail; as perArchitects drawings andspecification

Counter top

E G12 - 2300mm length x 800mm deep no 1





Supply and fit writing shelf; todetail; 40mm Quadra designcollection; laminate covered highdensity particle board; varnishedbeech edge trim to all exposededges; as per Architects drawingsand specification

Writing shelf

A G12 - 2685mm length x 800mm deep no 1

Supply and fit hardwood lining toflanks of worktop and to foldingscreens; as per Architects drawingsand specification

Lining

B G01 - to worktop area no 1

Wall mounted signage; Supply andinstall 1200mm x 1200mm wall mountedAmbassador name board; to selectedhardwood detail; as per architectsdrawings and specification

Boards

C 1760mm wide x 2000mm high to F10Entrance lobby no 1

Display board; by Smartglass orequal and approved; as perArchitects drawing and specification

Boards

D 2400mm wide x 1500mm high to F09Conference Room no 1





COLLECTION

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(79) BUILDING FITTINGS AND FURNITURECarried to Summary



WALSH ASSOCIATES SUMMARY

SUMMARY Page No.

(10) DEMOLITIONS AND ALTERATIONS 1/20

(19) SUBSTRUCTURES 2/15

(21) EXTERNAL WALLS 3/11

(22) INTERNAL WALLS 4/5

(23) FLOOR STRUCTURE 5/8

(24) STAIRS, BALUSTRADES & HANDRAILS 6/3

(27) ROOF STRUCTURE 7/6

(28) FRAME 8/7

(31) EXTERNAL WALL COMPLETIONS 9/8

(32) INTERNAL WALL COMPLETIONS 10/5

(34) STAIRS, BALUSTRADES & HANDRAILS; COMPLETIONS 11/2

(37) ROOF COMPLETIONS 12/5

(41) WALL FINISHES EXTERNALLY 13/2

(42) WALL FINISHES INTERNALLY 14/6

(43) FLOOR FINISHES 15/6

(45) CEILING FINISHES 16/7

(47) ROOF FINISHES 17/10

(74) SANITARY FITTINGS 18/3

(79) BUILDING FITTINGS AND FURNITURE 19/6

TOTAL AMOUNT TO FORM OF TENDER

Refurbishment & Extensionat 69 Merrion Road (i)DRAFT BOQ 1


WALSH ASSOCIATES (10) SITE PREPARATION

(10) SITE PREPARATION

NOTES

A 1.The Contractor is deemed tohave visited the site toascertain the full nature andextent of work required inrelation to site preparation. Noclaims for extras will beentertained due to theContractors failure in thisregard. Note

B 2. The Contractor shall complywith British Standards C.P.94 andC. P. 2004, B.S. 5228 and B.S.6187 in respect of demolitionworks. Note

C 3. Rates for the various items ofdemolition's shall be deemed toinclude for removal of theresulting materials and debrisoff site, manhandling the debrisfrom the position of alterations;all necessary scaffolding;tarpaulins and dust sheets;protecting existing work fromdamage by workmen or the weatherand removing all temporarycoverings and screens oncompletion. Note

D 4. All works are to be carriedout in such a manner as to ensurethe safety of the works,adjoining properties and thepublic. Prices shall include forall necessary precautions. Note

E 5. The Contractor shall beresponsible for the method ofdemolition's and any damage orsubsequent damage to the existingor adjoining structures. Note

F 6. Existing feeds to units to beisolated where possible prior toworks; if any disruption to watersupply is required the Contractoris to liaise with residents toagree a suitable time andduration for disruption Item 1




(10) SITE PREPARATION (Cont)

A 7. Approximate sizes areindicated for various structures/ items on site. This is toprovide guidelines only for thescope of work involved. Thecontractor shall use Architect'sdrawings and site measurements.No claims will be entertainedregarding this Note

B 8. The contractors attention isdrawn to the site investigationreport.

C - DEMOLITION & ALTERATIONS

Remove existing services

Remove existing combined drainage;excavating trenches, breaking outexisting pipes and concretesurrounds; disposal off-site;backfilling with selected material;all as per Architects Drawing T 100& Engineer's specification

Combined Drainage System

C 150mm diameter; 1000 - 1500mmdeep m 71

Extra forExtra for

D Excavate & remove existingmanhole's located on existingdrainage line; 1.0 - 20m depth no 2

E Excavate & remove existingmanhole's located on existingdrainage line; n.e 1.0m depth no 2

F Excavate & remove existing AJ'slocated on existing drainageline; not exceeding 1.05m depth no 8

G Excavate & remove existing GullyTraps located on existingdrainage line; not exceeding1.05m depth no 4





Removal

Demolishing parts of structures,breaking-up and removing excessmaterials off-site; all as perArchitects & Engineer'sspecification and Architects drawingno. 003 Rev D

Hardstandings

A Existing stone sets at gate;complete including all sub-bases m2 8

B Existing concrete footpaths &hardstandings; complete includingall sub-bases m2 38

C Existing kerb sets to becompletely broken out and removedincluding any concrete haunching m 41

Excavation

Felling Large Trees and removingoff-site; Definition: Girth over 600mm; trees to be removed; Safety:Comply with HSE/ Arboriculture andForestry Advisory Group safetyleaflets; Felling: As close to theground as possible; Stumps: Removemechanically; disposal of allsurplus materials off site

Removing

D Existing medium / large trees;within the site no 11

E Existing medium / large trees;within the site (lower end, fullextent to be established afterremoval of hedges & over growth) no 6

Removing

F Over growth and scrub generallyto front of building; Complete Item 1

G Over growth and scrub generallyto rear of building; complete Item 1





A Hedges and site vegitation; Reargarden; Complete Item 1

Excavation

Existing loosely bound grave surfaceas indicated on BD Survey Drawing.

Surface is covered with a sparsegrowth of grass and weeds. All of

the indicated surface materia is to be excavated, removed and disposed

off site

B Gravel drive to front of existinghouse; excavations taken toformation level m3 196

C Gravel Pathhs to Rear of existinghouse; excavations taken toformation level m3 16

Excavating topsoil; grass & plantersurface as indicated on BD Survey

Drawing. Surface is covered with asparse growth of grass and weeds.

All of the indicated surface materia is to be excavated, removed

and disposed off site

D Grass area to front of existinghouse; excavations taken toformation level m3 113

E Grass area to rear of existinghouse; excavations taken toformation level m3 301

Excavating to reduce levelscommencing stripped level

F not exceeding 2.00m m3 665

Disposal of water

G surface Item

H ground Item

Disposal of topsoil

J off site to be graded & sorted m3 413





Disposal of excavated material

A Off site m3 212

Allow for localised killing ofPlants, root systems and associatedsoil/ debris; carefully remove fromjoints, voids and facework; removalof roots; where removal of rootsystem is not possible or desirable,cut through stem as close to theground as possible; remove bark fromstump and apply herbicide paste.Leave stump to wither; all as perArchitects Specification

Cleaning Surfaces

B Existing random rubble stoneworkboundary walls; weed killing &removal of organic material m2 238

Demolition

Existing timber bridge & associatedpond & pond liner

Drain down; take up and dispose offsite existing bridge, pond liner &the like; include for all sitetipping charges

C complete Item 1

Existing oil tank

Drain down and carefully dispose offsite existing oil tank and supportstructure; clear off site; removingdebris from site to tip; include forall site tipping charges

D complete Item 1





Existing Shed to rear Garden

Demolish and clear off site,existing shed; allow here forbreaking up existing concrete base;removing debris from site to tip;include for all site tipping charges

A complete Item 1

Existing timber balcony andassociated steps and balustrading torear elevation

Demolish and clear off site,existing structure including allfootings / bases; removing debrisfrom site to tip; include for allsite tipping charges

B complete Item 1

Existing low wall / kerb to front ofbuilding

Demolish and clear off site,existing front boundary wall; takedown to the underside of foundationlevel; removing debris from site totip; include for all site tippingcharges

C 300 - 500mm high; 200mm wideapprox. m 7

D Extra over: removal of existingExtra overgranite steps (two high) 1.0mwide Item 1

Existing low level brick wall tofront of building

Demolish and clear off site,existing boundary wall; take down tothe underside of foundation level;removing debris from site to tip;include for all site tipping charges

E 300 - 500mm high; 200mm wideapprox. m 7





Existing timber sleepers

Demolish and clear off site,existing timber sleepers; take downto the underside of footiing level;removing debris from site to tip;include for all site tipping charges

A 300 - 500mm high; 200mm wideapprox. m 11

Existing low level brick / blockwall to rear of building

Demolish and clear off site,existing boundary wall; take down tothe underside of foundation level;removing debris from site to tip;include for all site tipping charges

B 300 - 500mm high; 200mm wideapprox. m 8

Provisional Sum

C Provide the Provisional Sum of€5,000 for unforseen worksassociated with repairs ofexisting boundaries due toovergrowth 1 5,000 00





COLLECTION

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(10) SITE PREPARATIONCarried to Summary



WALSH ASSOCIATES (20) SITE STRUCTURES

(20) SITE STRUCTURES

NOTES

A 1. The contractor shall be fullyresponsible for ensuring thatweather protection is maintainedat all stages during theconstruction works. Note

B 2. The contractor is deemed tohave visited the Site andascertained the full extent andnature of the demolition. Note

C 3. Rates for the various items ofdemolitions shall be deemed toinclude for removal of theresulting materials and debrisoff site manhandling the debrisfrom the position of alterations;all necessary scaffolding;tarpaulins and dust sheets;protecting existing work fromdamage by workmen or the weatherand removing all temporarycoverings and screens oncompletion. Note


E 5. The Contractor shall beresponsible for the method ofdemolitions and any damage orsubsequent damage to the existingor adjoining structures. Note

F 6. The contractor shall ensurethat existing inlets, outlets anddrains be retained and they shallbe kept clear of rubbish andrubble. After completion of thedemolition, such drains shall berodded through and left in fullworking condition Note




(20) SITE STRUCTURES (Cont)

A 7. Noise and dust from the worksshall be kept to the minimumpossible. To reduce dust aplentiful supply of clean watershall be used to dampen the site.The contractor shall take allnecessary precautions to preventanything emanating from orassociated with the works frombeing deposited on areas outsidethe contractor’s site areas. Note

B 8. All pulling down is to becarried out without damage to theadjoining property and if suchdamage shall occur in thecarrying out of the demolition orreinstatements, the contractorshall reinstate and make good thesame at his own expense. Allraking out and making good is tobe executed with materials andworkmanship to match in everyrespect the surrounding work andis to be properly bonded thereto. Note

C 9. The contractor willphotographically record thecondition of retained featuresbefore commencement of the works,after protective measures andmechanisms, after any worksundertaken to these features, andat the end of the site worksperiod Note


E 11. Where substantive areas ofnew or recycled stone areproposed, the pattern and textureof the stone work and its facingwill be similar in appearance to

the adjacent masonry Note





A 12. The Contractor shall giveadequate notice to the Architectin relation to proposedinvestigation and inspectionworks Note


Underpinning of Stoop

Temporary Support

To existing structures

B Complete Item 1

Excavation

Underpinning of existing exposedfoundations; excavation from groundlevel to firm bearing strata,disposal of materials off site;short intermittent lengths notexceeding 0.9m; excavated to firmbearing strata; 1:3 cement: sharpsand dry pack rammed intoplacefilling any gaps; RC40underpinning concrete mix; includefor all labours, materialsincluding; formwork / temporaryformwork as required and plant;underpinning to follow workssequence as detailed in Engineersdrawing 6600-110 and Engineersspecification section

Underpinning

C Not exceeding 2.00m deep in 1metre stages; to inculde for allconcrete, formwork, temporaryformwork as required; as perSection 1-1 on Engineers dwg 020and spec m 14


D Formwork to sides were new floorslab to be poured m 14





Filling

A In excavated material m3 7

Treatment / Repairs

Repair, restore, clean down andrepaint existing decorative wroughtiron railing in situ and tospecification; all works to becarried carefully as to not damagethe existing features; wheresections require taking down forrepair they are to be carefullydismantled and safely stored for re-erection to the satisfaction of theArchitect to match existing; all asper Architects Specification andArchitects drawing 408

Repairs to decorative railing

B To the satisfaction of theArchitect; complete m 12

Supply and fit new section ofdecorative wrought iron railing andpost to match existing and anchorinto existing granite stoop; allworks to be carried carefully as tonot damage the existing features;where sections require taking downfor repair they are to be carefullydismantled and safely stored for re-erection to the satisfaction of theArchitect to match existing; all asper Architects Specification andArchitects drawing 408

New section

C To match existing; complete Item 2





(D) EXCAVATION AND EARTHWORK

Excavation

Excavation

Reduced level dig

A Not exceeding 1.0m deep; forconcrete steps m3 1


B Excavating beside existingfoundations / structure m 4

Disposal

Water

C Surface Item 1


Excavated material

E Off-site m3 1

Filling; crushed stone fill orsimilar approved, levelled andcompacted in layers not exceeding150mm thick with vibrating roller;all as per Engineer's Civilspecification section D / D20

To make up levels

F Average thickness not exceeding250mm m3 1





Underpinning of existing exposedfoundations; all as per Engineersdrawing

(F) CONCRETE WORK

In-Situ Concrete

Reinforced concrete; Grade RC 28/35;max aggregate size 20mm with aminimum cement content of 300kg/m3;max water / cement ratio of 0,60(U.N.O.); all as per Engineersstructural specification, Engineersdrawing 6600/110P1

Slabs

A Exceeding 150mm thick m3 1

Steps

B Exceeding 150mm thick m3 1

Surface finishes

Powerfloating

C Exceeding 300mm; to falls andcrossfalls m2 3

Reinforcement



D 12 - 25mm diameter tonne

Formwork



E 250 - 500mm high m 14





H - STONEWORK

Natural Stonework

Re-set granite endblock and form 3extra concrete steps to revisedlevels; include for all labours andmaterials to fully carry out theworks in such that no works isrequired by others; all works tomatch existing and to thesatisfaction of the Architect

End block

A Complete no 2

Dress concrete steps in Bull nosedgranite to match existing granitesteps; all jointing works, materialsto match existing and to satifactionof the Architect; include for alllabours and materials to fully carryout the works in such that no worksis required by others

Granite Treads

B 3600mm long x 800mm deep x 50mmthick no 1

C 3100mm long x 550mm deep x 50mmthick no 1

D 2600mm long x 300mm deep x 50mmthick no 1

Granite Riser

E 3600mm long x 250mm high x 50mmthick no 1

F 3100mm long x 250mm high x 50mmthick no 1

G 2600mm long x 250mm high x 50mmthick no 1

H 800mm long x 250mm high x 50mmthick no 2

J 550mm long x 250mm high x 50mmthick no 2





A 300mm long x 250mm high x 50mmthick no 2

Sundries

B Protect repair and restorestonework to main stoop and cleandown and make good as perArchitects drawing 408 m2 45

Composite item; Cast insitu RCsmooth faced Stairs; 2 no. steps;154mm step rise; 350mm going; mix Dconcrete; 110 kg/m3 reinforcement;include for all formwork andpropping; include for all labour,materials and plant as required forfull item installation no additionalclaims will be entertained; all asper Engineers drawing 0001,Specification for Concrete; AndArchitects drawing 8-2-00

RC stairs to patio area

C 1800mm wide; completed no 2

Provisional Sum

D Provide a Provisional Sum of€3,000 for additional / unforseenworks 1 3,000 00





COLLECTION

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(20) SITE STRUCTURESCarried to Summary



WALSH ASSOCIATES (30) SITE ENCLOSURES

(30) SITE ENCLOSURES

NOTES

A 1. The contractor shall be fullyresponsible for ensuring thatweather protection is maintainedat all stages during theconstruction works. Note

B 2. The contractor is deemed tohave visited the Site andascertained the full extent andnature of the demolition. Note

C 3. Rates for the various items ofdemolitions shall be deemed toinclude for removal of theresulting materials and debrisoff site manhandling the debrisfrom the position of alterations;all necessary scaffolding;tarpaulins and dust sheets;protecting existing work fromdamage by workmen or the weatherand removing all temporarycoverings and screens oncompletion. Note


E 5. The Contractor shall beresponsible for the method ofdemolitions and any damage orsubsequent damage to the existingor adjoining structures. Note

F 6. The contractor shall ensurethat existing inlets, outlets anddrains be retained and they shallbe kept clear of rubbish andrubble. After completion of thedemolition, such drains shall berodded through and left in fullworking condition Note




(30) SITE ENCLOSURES (Cont)

A 7. Noise and dust from the worksshall be kept to the minimumpossible. To reduce dust aplentiful supply of clean watershall be used to dampen the site.The contractor shall take allnecessary precautions to preventanything emanating from orassociated with the works frombeing deposited on areas outsidethe contractor’s site areas. Note

B 8. All pulling down is to becarried out without damage to theadjoining property and if suchdamage shall occur in thecarrying out of the demolition orreinstatements, the contractorshall reinstate and make good thesame at his own expense. Allraking out and making good is tobe executed with materials andworkmanship to match in everyrespect the surrounding work andis to be properly bonded thereto. Note

C 9. The contractor willphotographically record thecondition of retained featuresbefore commencement of the works,after protective measures andmechanisms, after any worksundertaken to these features, andat the end of the site worksperiod Note


E 11. Where substantive areas ofnew or recycled stone areproposed, the pattern and textureof the stone work and its facingwill be similar in appearance to

the adjacent masonry Note





A 12. The Contractor shall giveadequate notice to the Architectin relation to proposedinvestigation and inspectionworks Note


Treatment / Repairs

Protect, repair, and generally makegood and prepare existing stonewalls to take trellis supportingsteel frames all as per Architectsspecification section A & B,Architects drawings 402 & 403

Repairs to boundary walls

B To the satifaction of theArchitect; complete m 72

WORKS TO REAR BOUNDARY WALLS ATCARETAKERS UNIT

Underpinning of existing exposedfoundations; short intermittentlengths not exceeding 0.9m;excavated to firm bearing strata;1:3 cement: sharp sand dry packrammed into placefilling any gaps;RC40 underpinning concrete mix;include for all labours, materialsincluding; formwork / temporaryformwork as required and plant;underpinning to follow workssequence as detailed in Engineersdrawing 6600-110 and Engineersspecification section

Underpinning

C Not exceeding 2.00m deep; widthand depth to be confirmed onsite; complete m 6





WORKS TO MERRION ROAD

Repair, restore, clean down andrepaint existing decorative metalrailing in situ and tospecification; all works to becarried carefully as to not damagethe existing features; wheresections require taking down forrepair they are to be carefullydismantled and safely stored for re-erection to the satisfaction of theArchitect to match existing; all asper Architects Specification andArchitects drawings


A To railings adjoining publicfootpath to Merrion Road;complete m 12

Alter local bar section to take newletterbox in powder coated steelwith polished brass front set inrailings; with engraved Embassylogo; all as per Architectsspecification and front gate drawing

Letter box

B 800mm x 1000mm x 300mm; complete no 1

C Extra over; altering railingExtra over no 1

Name plate in polished brass set onrailings to RHS of rentrance gates;all as per Architects specificationand front gate drawing

Signage

D 450mm x 600mm; complete no 1





Repair, restore and clean existinggranite plinth to the satifaction ofthe Architect; all as per Architectsspecification and drawings

Repairs to the granite plinth alongMerrion road

A Approximately 400mm high;complete m 12

Take down for re-use

Take down, protect, and repairexisting granite pillars to formtemporary construction trafficentrance; rebuild pillars to matchexisting in new wider entrance;insert new 400mm granite pillarsection to take new 2100mm highgates; all as per Architectsspecification and front gate drawing

Pillars at Merrion road entrance

B Complete; incorporating newgranite section overall height2540mm high no 2

L - METALWORK

Metalwork - Non Structural

Composite items; repair / restore /alter existing gates as indicated onArchitectural drawings; furnitureand hinges to fully match existing;with restored gates to be fullyautomated; all as per Architectsspecification and drawing 404

Merrion road entrance gates

C 2 no. gates; overall width 3040mmx 2260mm height; all as perArchitects detail; complete no 1






Painting

Scrap, sand and clean down existingmetalwork, prime and painting withone coat iron oxide paint; all asper the Architects specification anddrawing 405

Railing, fences and gates

A Ornamental railing m2 33

B Ornamental gates m2 7

WORKS TO FRONT ELEVATION BOUNDARYRAILINGS

Repair, restore, clean down andrepaint existing decorative metalrailing in situ and tospecification; all works to becarried carefully as to not damagethe existing features; wheresections require taking down forrepair they are to be carefullydismantled and safely stored for re-erection to the satisfaction of theArchitect to match existing; all asper Architects Specification drawing402 & 403


C To railings adjoining no. 67 &no. 71; complete m2 44





UNDERCROFT

Composite items; Powder coated steelgates by Bushy Park or equalapproved; 1 set of double gates(2500mm x 3300mm); 1 single gate(1250mm x 3300mm) pivot hinged topand bottom; gate columns / posts tomatch existing door columns; steelgates bolts and locks by Bushy ParkLtd or equal and approved;

Undercroft Gates to front

A Overall wall ope 6000mm; all asper Architects detail; complete no 1

Composite items; Powder coated steelgates by Bushy Park or equalapproved; 1 set of double gatespivot hinges to underside of beam attop; steel gates bolts and locks byBushy Park Ltd or equal andapproved; pivot hinge to bottom;gate columns / posts to matchexisting door columns; steel gatesbolts and locks by Bushy Park Ltd orequal and approved;

Undercroft Gates to rear

B Overall width 2475mm x 2365mmhigh no 1





TIMBER TRELLIS

L - METALWORK

Metalwork - Non Structural

Composite items; Steelwork; B.S.5950; Grade S355JR; welded andfabricated in accordance with B.S.5950; galvanised and shop primed toEngineers external steelworkspecification; 5mm x 100mm steelframe at 1800mm centres with 10mmcleats to take 60 x 40mm fixingrails with frame fixed on galvenised10mm bolts set into boundary wall;all as per Architects specificationand drawing 404

Trellis support frame

A 5mm x 100mm steel; complete no 42

Sundries

Extra over for; BoltsExtra over

B Bolts to existing walls no 84

Drilling/ Forming holes in blockworkor concrete for assembly bolts;varying depths; casting intoblockwork or concrete; aprooved pipesleeves; all as per Engineersdrawings and spec

Sundries

C Drilling/ Forming holes; inmasonry for bolts no 42

J - WOODWORK

Structural and First Fixings

Tanalised timber trellis on 60mm x40mm fixing rails; all as perEngineer's drawings andspecifications

D 750mm x 1800mm sections; complete m 72





LOWER GARDEN PATIO WALL


Excavation

Excavation; starting at formationlevel backfilling with selectmaterial; disposal off site

Reduced level dig

A Not exceeding 2.0m deep m3 37

Foundation trenches

B Not exceeding 2.0m deep m3 7

Disposal

Water

C Surface Item 1


Excavated material

E Off-site m3 44

(F) CONCRETE WORK

In-Situ Concrete

Reinforced concrete; Grade RC 28/35;150kg/m3 reinforcment; max aggregatesize 20mm with a minimum cementcontent of 300kg/m3; max water /cement ratio of 0,60 (U.N.O.); allas per Engineers structuralspecification and Architects drawing402 / 406

Strip Foundations

F Exceeding 150mm thick; reinforced m3 6





Reinforcement


Fabric

A Reference A393; m2 18

Formwork

Formwork; rough finish; type A to BS8110

Sides of foundations

B Height 250 - 500mm m 27



Concrete blocks; IS 20 1974;compressive strength 5N/Sqmm; 440 x215 x 100mm nominal size; in gaugedmortar (1:1:6) to IS 325 Part 11986; stretcher bond; stainlesssteel wall ties built into jointsfor brick ckladding all as perEngineers drawing 6600-310,Engineers specification section F10,Architects drawing and specificationsection E

Walls

C 215mm thick retaining wall m2 13





Brickwork; to IS 91 1958; selectedfacing brickwork to match existingto Architects approval; concavejointing; include for verticalcontol jointing as required;approved flexible filler; stainlesssteel wall ties; bedding andmortars; all as per Architect'sdrawings & specification section E

Walls

A 100mm thick brick cladding toretaining wall m2 13

H - STONEWORK

Natural Stone

Granite parapet capping; taperedfrom from 100mm to 75mm; twicerebated bedding and pointing incement lime mortar (1:1:6);reinforced; all as per Engineer'sdrawings, Engineers structuralspecification

Parapet capping

B 415mm wide m 19

Soprema Alsan Bitumen liquidflashing built up as follows;Basecoat + coat with 100mm polyesterfleese bedded in + coat over thefleese + topcoat with slate chippingfinish evenly applied; painted toexisting concrete and turned upwall;

Waterproofing

C Girth 1050 - 1200mm m2 60





FOLDING TIMBER SCREENS TO BIN STORES

J - WOODWORK

Composite Items

Folding timber screens; all timbersto be vac-vac treated; include forall iironmongery; gates to bereceive basecoat stain and first topcoat before arrving to site; all asper Architects specification

Screens

A Gate complete; size 1800mm x2000mm (2 screens) no 2


Painting

Paint to I.S. 32; decorativewoodstain preservative; Contractor'schoice - submit proposals toArchitect for approval; to cleanbase; one coat approved wood primer,two under coats; one finish coat;all as per Architects specification



Provisional Sum

C Provide a Provisional Sum of€5,000 for unforseen works 1 5,000 00





COLLECTION

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(30) SITE ENCLOSURES Carried to Summary



WALSH ASSOCIATES (40) ROADS, PATHS, PAVINGS

(40) ROADS, PATHS, PAVINGS

NOTES

Drawings

For location plans see Architectsand Engineers drawings Note

Site Visit

The Contractor must visit thesite and ascertain the nature ofthe works to be carried out. TheContractor must familarisehimself with the construction ofthe existing buildings,structures, walls etc adjoiningor adjacent to the works in sofar as they affect or may beaffected by the works. No claimarising from a failure to complywith this requirement will beentertained. Note

Testing

A Include here for completion of aCBR test as per the Engineer'sdrawings and specification Item 1

D - EXCAVATION AND EARTHWORK

Filling

Filling; Upfill from bearing stratato undeside of subbase withcompacted layers of type 1 crushedstone compacted in accodance with CL513 SHW; Depth based on CBR result;CBR testing to be carried out andreported to the Engineer; all as perEngineers drawing 801B andspecification

Filling to make up levels

B Average thickness exceeding 250mmthick m3 240




(40) ROADS, PATHS, PAVINGS (Cont)

Filing; Lower sub-base, stone to be25 - 75mm to SR 21; stone to be beas per Engineers sepecifcation; laidand compacted in layers notexceeding 150mm; all as perEngineers drawing 801B andspecification


A Average thickness exceeding 250mmthick m3 206

Filing; Upper sub-base, well definededges and a minimum 10% fine valueof 150kN when testewd in accordancewith BS 812 Part (ii); stone to bebe as per Engineers sepecifcation;laid to falls and compacted inlayers not exceeding 150mm; all asper Engineers drawing 801B andspecification


B Average thickness exceeding 250mmthick; laid to falls 170 to 570mm m3 258


Rigid Sheet Coverings and Decking

Polyethylene sheet; 125 micrometresthick; edges lapped 300mm; all asper Architrects specificationsection Q21.120

To stepping stone

C Horizontal; exceeding 300mm m2 29





S - SURFACE PAVINGS, FENCING ANDLANDSCAPING

Pre-formed Paving and Edging Units

Permeable concrete block paving;Lincon Heather by Tobermore or equaland approved; to BS EN 1338; size600 x 300 x 80mm depth laid on 50mmof 3-6mm clean sharp sand spreadevennly; dry sand brushed andvibrated joints; including allperimeter cutting; bond: as perArchitects drawings; all as perEngineer's and Architects detaildrawings and Architecturalspecification

Pavings

A 80mm thick; laid to falls andcrossfalls m2 114

Permeable concrete block paving;Pedestra Heather by Tobermore orequal and approved; to BS EN 1338;size 200 x 100 x 80mm depth laid on50mm of 3-6mm clean sharp sandspread evennly; dry sand brushed andvibrated joints; including allperimeter cutting; bond: as perArchitects drawings; all as perEngineer's and Architects detaildrawings and Architecturalspecification

Pavings

B 80mm thick; laid to falls andcrossfalls m2 435


C Alternative granite setts tocarparking bays m 20

D Alternative granites setts toflag pole area m2 1

E Laying contrasting strip tojunction of paving types m 35





Granite paving; by Roadstone orequal and approved; to BS EN 1338;size 600 x 600 x 50mm depth laid on3mm of clean sharp sand spreadevenly topped with 50mm mortar mixedto 5 parts sand and 1 part cement;surplus dry mix should be levelledoff the flag with a dry brush andthe joints then sprinkled with waterto hydrate the cement, the flatsshould be laid to a fall of 1:100,suitable weed killer to be used inaccordance with the manufacturersinstructions before laying the basecourse; including all perimetercutting; bond: as per Architectsdrawings; all as per Engineers andArchitects detail drawings andArchitectural specification

Pavings

A 50mm thick; laid to falls andcrossfalls m2 39


B Cladding steps; 1850mm long,thread 250mm, riser 200mm no 2

C Cladding steps; 1870mm long,thread 250mm, riser 200mm no 3





Granite paving; by Roadstone orequal and approved; to BS EN 1338;size 1200 x 600 x 50mm depth laid on3mm of clean sharp sand spreadevenly topped with 50mm mortar mixedto 5 parts sand and 1 part cement;surplus dry mix should be levelledoff the flag with a dry brush andthe joints then sprinkled with waterto hydrate the cement, the flatsshould be laid to a fall of 1:100,suitable weed killer to be used inaccordance with the manufacturersinstructions before laying the basecourse; including all perimetercutting; bond: as per Architectsdrawings; all as per Engineers andArchitects detail drawings andArchitectural specification

Pavings (steping stone path to rearin gravel surround)

A 1200 x 600 x 50mm thick no 32

Rumble strip; by Tobermore or equaland approved; 200 x 100mm granitesetts laid on 3mm of clean sharpsand spread evenly topped with 50mmmortar mixed to 5 parts sand and 1part cement; surplus dry mix shouldbe levelled off the flag with a drybrush and the joints then sprinkledwith water to hydrate the cement,the flats should be laid to a fallof 1:100, suitable weed killer to beused in accordance with themanufacturers instructions beforelaying the base course; includingall perimeter cutting; bond: as perArchitects drawings; all as perEngineers and Architects detaildrawings and Architecturalspecification

Tactile paving

B Laid to falls and crossfalls m2 13





Granite kerbs; flamed finish;bedding, jointing and pointing withcement mortar; include forexcavation, disposal and grade C10concrete haunchings; all as perArchitects drawing specification

Kerbs

A 900mm long; 100 x 160 x 300mmhigh; solid square-edge m 144

In-Situ Surface Pavings

Loose laid gravel; 8mm Dolomitepebbles to Architects approval;compacted; all as per Architectsdrawing

Roads/ Path

B Complete m2 26





COLLECTION

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(40) ROADS, PATHS, PAVINGS Carried to Summary



WALSH ASSOCIATES (50) SITE SERVICES (PIPED & DUCTED)

(50) SITE SERVICES (PIPED & DUCTED)

GENERALLY

A Prior to the commencement of theworksthe Contractor shall inspectand survey as required allexisting sewers and manholes tobe protected and maintained . allconnections shall be traced note

B Ground water management must meetthe performance criteria as setout in the Engineers Groundwatermanagement performancespecification note

C Surface Water to South DublinCounty Council's specification(Greater Dublin Regional Code ofPractice for Drainage Works) Note

D Foul Water to Irish Water'sSpecification (IW-CDS-5030-01) Note

E Watermain to Irish Water'sSpecification (IW-CDS-5020-01) Note

SITE SERVICES - Piped and Ducted

Drainage Below Ground (SurfaceWater)

Excavating trenches; starting atreduced level; backfilling withselected compacted sub-base materialcrushed stone to Clause 804 DOESpecification; granular materialcompacting in 150mm thick layers;allas per Engineers groundwatermanagement specification, civilspecification section R12 andEngineers drainage drawings 6600 -6600E. 6600 - 800 / A, 801 & 802


F Average depth 0.5 - 1.0m m 21

G Average depth 1.0 - 1.5m m 115




(50) SITE SERVICES (PIPED & DUCTED) (Cont)

Extra on excavation items for

A Breaking up rock met in thecourse of excavations(provisional) m3 1

Excavating trenches for multiplepipes; 2 no. (S4 - S3)starting atreduced level; backfilling withselected compacted sub-base materialcrushed stone to Clause 804 DOESpecification; granular materialcompacting in 150mm thick layers;allas per Engineers groundwatermanagement specification, civilspecification section R12 andEngineers drainage drawings 6600 -6600E. 6600 - 800 / A, 801 & 802


B Average depth 1.0 - 1.5m m 19

Disposal

Keep the surface of the site andexcavations free of

C ground water Item 1

D surface water Item 1

Granular bedding & surrounds;comprising of broken stone orgravel; all material shall pass a 10- 25mm B.S test sieve (according topipe size) and shall be retained bya 5mm B.S. test sieve; all as perEngineers groundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600E. 6600 - 800 /A, 801 & 802

Beds and Surrounds

E 450mm wide x 150mm thick minimumabove 150mm internal diameterpipe m 136





Insitu concrete bed & surround; inaccordance with Engineersspecification

Beds and Surrounds


Drains; uPVC Wavin Tritec or equalapproved pipes and fittings; WavinSewer or equal approved; ring jointsin the running length all as perEngineers groundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600E. 6600 - 800 /A, 801 & 802

150mm diameter

B Laid in trenches m 155

C Extra; branch no 10

D Extra; 45 degree bends no 10

E Extra; 90 degrees bends no 10

F Extra; socket adaptor no 10

Pipe Accessories

Access junction; including allexcavation, include for concrete mix20N/40 to base; backfilling withsuitable hardcore material; all asper Engineers groundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600E. 6600 - 800 /A, 801 & 802

Access Junctions

G Depth 0.5 - 1.0m no 10





Inspection chambers; including allexcavation, include for concrete mix20N/40 to base; all as per Engineersgroundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600D. 6600 - 800 /A, 801 & 802

Inspection chambers

A Depth 0.5 - 1.0m; 600mm diameter no 2

uPVC back inlet gully traps; beddedand surrounding in plain pouredconcrete mix 20N/40; including allexcavation; cover and frame andnecessary connection with 100mmdiameter outlet; rodding eye; all asper Engineers groundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600E. 6600 - 800 /A, 801 & 802

Gullies

B Back-inlet gullies no 10

uPVC back inlet gully trap, beddingand surrounding in plain pouredconcrete Mix C35 to BS 5328; nominalmaximum size of aggregate: 20mm;including all excavations; andnecessary connections; with 150mmdiameter outlet, rodding eye andstopper; all as per Engineersgroundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600E. 6600 - 800 /A, 801 & 802

C Road gully no 4





Permeable paving diffuser inlet

Rainwater catchpit set intopermeable paving; joint sealent toall openings; 1.0m x 1.0mgeocellular modular unitencapsulated in a woven geo-textile;all inlet pipeworks encased inconcrete; all as per Engineersdrawing 6600-801C

Diffuser inlets

A Complete no 3

Drainage Channels

Accu Stainless Steel adjustablechannel (deep section) withStainless Steel mesh grating; beddedin 200mm thick concrete grade C25surround; all as per the Engineersdetails; all fixed in strictaccordance with manufacturer'sinstructions; all as per Architect'sdrawing 402

Aco drain

B Complete m 42

C extra over for; forming channelextra overto house accu drain m 42

D extra over for; proprietaryextra overdrainage precast concretechannel, located under the acodrain; include for fixing inposition in strict accordancewith manufacturer's instruction m 42

E extra over for; connecting intoextra over110mm diameter surface waterpipewok Item 1

F end caps to channel Item 1





Sundries

1000 Guage Geolon pp QEA toencompass entire and lap up undernew paving by 300mm; fitted inaccordance with manafacturersrecommendations; all as perEngineers drawing 6600-801C

Geotextile

A Horizontal; exceeding 300mm m2 614

B Vertical; not exceeding 300mm m 265

Manholes

Concrete manholes and chambers to BS5911-3 and BS EN 1917 or to BS 5911-4 and BS EN 1917; kite markcertified; circular shape; size DN1200; ST4 concrete base; 225mm thickbase formed 300mm below pipe invert;precast chamber sections spigot andsocket jointing with water tightresin sealent; standard RC coverslab bedded with appropriate sealent250mm thick; D400 over and frame;concrete bedding and haunching asrequired; steps in all chambers notexceeding 3.0m deep; ladders todepths exceeding 3.0m; backfillingaround with approved material;disposal of excavated material offsite; all as per Engineersgroundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600E. 6600 - 800 &800 A

Manhole;

C Average depth 500mm - 1000mm no 1

D Average depth 1000mm - 1500mm no 5





Extra overExtra over

A Hydrobrake flow contoldischarging limiter; 2l/s;including blank spur provision asper Engineers drawing 6600 - 600D Item 1

Rocker pipes

B To 150mm diameter pipe; 0.5m -0.75m no 19

Testing and Commissioning

As the work proceeds; to BS.8301

C To the satisfaction of theEngineer and Local Authority Item 1

On completion; to BS.8301

D To the satisfaction of theEngineer and Local Authority Item 1

CCTV Survey

E Carry out CCTV survey ofcompleted surface water drainageworks upon completion Item 1

Drainage below ground (Foul water)

Excavating trenches; starting atreduced level; backfilling withselected compacted sub-base materialcrushed stone to Clause 804 DOESpecification; granular materialcompacting in 150mm thick layers;allas per Engineers groundwatermanagement specification, civilspecification section R12 andEngineers drainage drawings 6600 -6600E. 6600 - 800 / A, 801 & 802


F Average depth 0.5 - 1.0m m 18

G Average depth 1.0 - 1.5m m 29

H Average depth 1.5 - 2.0m m 34





A Average depth 2.0 - 2.5m m 21

Excavating trenches for multiplepipes; 2 no. (S4 - S3) starting atreduced level; backfilling withselected compacted sub-base materialcrushed stone to Clause 804 DOESpecification; granular materialcompacting in 150mm thick layers;allas per Engineers groundwatermanagement specification, civilspecification section R12 andEngineers drainage drawings 6600 -6600E. 6600 - 800 / A, 801 & 802



Disposal

Keep the surface of the site andexcavations free of;

C Ground water Item 1

D Surface water Item 1

Granular bedding & surrounds;comprising of broken stone orgravel; all material shall pass a 10- 25mm B.S test sieve (according topipe size) and shall be retained bya 5mm B.S. test sieve; all as perEngineers groundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600E. 6600 - 800 /A, 801 & 802

Beds and Surrounds







Beds and Surrounds


Drains; uPVC Wavin Tritec or equalapproved pipes and fittings; WavinSewer or equal approved; ring jointsin the running length all as perEngineers groundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600E. 6600 - 800 /A, 801 & 802

150mm diameter

B Laid in trenches m 138

C Laid in trenches (under floorslabs) Item 1

D Extra; branch no 15

E Extra; 45 degree bends no 15

F Extra; 90 degrees bends no 15

G Extra; socket adaptor no 2

Pipe Accessories

Access junction; including allexcavation, include for concrete mix20N/40 to base; backfilling withsuitable hardcore material; all asper Engineers groundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600E. 6600 - 800 /A, 801 & 802

H Access Junctions; depth 0.5 -1.0m no 7





Inspection chambers; including allexcavation, include for concrete mix20N/40 to base; all as per Engineersgroundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600E. 6600 - 800 /A, 801 & 802

A Inspection chambers; depth 0.5 -1.0m; 600mm diameter no 3

Manholes

Concrete manholes and chambers to BS5911-3 and BS EN 1917 or to BS 5911-4 and BS EN 1917; kite markcertified; circular shape; size DN1200; ST4 concrete base; 215mm thickbase below pipe invert; 50mmdistance between top of pipe andunderside of PC chamber; precastchamber sections spigot and socketjointing with water tight resinsealent; standard RC cover slabbedded with appropriate sealent250mm thick; D400 over and frame;concrete bedding and haunching asrequired; steps in all chambers notexceeding 3.0m deep; ladders todepths exceeding 3.0m; backfillingaround with approved material;disposal of excavated material offsite; all as per Engineersgroundwater managementspecification, civil specificationsection R12 and Engineers drainagedrawings 6600 - 6600E. 6600 - 800 &800 A

Foul Manhole

B Average depth 500 - 100mm;pumping station at manhole F4.2as per Enginering drawing6600-600 E no 1

C Average depth 500 - 100mm;decompression chamber as perEnginering drawing 6600-600 E no 1

D Average depth 1000mm - 1500mm no 1





A Average depth 1500mm - 2000mm no 3

B Average depth 2000mm - 2500mm no 1


C Non return valve fitted withinfoul manhole chamber no 1

Rocker pipes

D To 150mm diameter pipe no 15


As the work proceeds; to BS.8301

E to the satisfaction of theEngineer and Local Authority Item 1

On completion; to BS.8301

F to the satisfaction of theEngineer and Local Authority Item 1

CCTV Survey

G carry out CCTV survey ofcompleted foul drainage worksupon completion Item 1

INCOMING SERVICES: Water main

Excavation

Excavating trenches; starting atreduced level; backfilling withselected compacted sub-base materialType B crushed stone to Clause 808DOE Specification; granular materialcompacting in 150mm thick layers

Pipes not exceeding 250mm diameter

H Average depth 500 - 1000mm m 82


J Around existing Foul and Surfacewater services; crossingexcavations no 2





A Around existing Electricalservices; crossing excavations no 3

Disposal of water

B Surface item 1

C Ground item 1

Bed and Surround

10mm single sized gravel (type 1granular material) to BS 882;compacted by hand in layers 75mmthick; in accordance with Engineersspecification and drawing T003 &T006

Beds and surround

D 325 x 325mm thick; 25mm diameterpipe m 82

Pipes

Pipes; HDPE pressure pipes to IS 123by Wavin or equal approved; instrict accordance with EngineersSpecfication section 6

Pipes


Extra over pipes on which they occurExtra overfor

F 45 degree bends no 2

G 90 degree bends no 4

H Tee junction no 1

J Tee junction (to main line) no 1

Boundary box as per Engineersdrawing detail; Irish water willsupply and install meter

Water Supply boundary box

K Complete with stopcock no 1





Aquamaster water meter and chamber;complete, include for water meter;including excavation, earthworksupport, working space, levellingbottoms of excavations, granularfilling, disposal of excavatedmaterial off-site; 215mm min. solidblockwork chamber; 225mm concretebase; cast iron surface box; all asper Engineers drawing T006

Water meter chamber

A External size; 2000 x 2000 x1375mm no 1

Indicator plates including 300 x300mm concrete grade 35N20 base;formwork; excavation; disposal offsite; disposal off water; fixed toand including concrete posts

Indicator plates

B For hydrants, valves etc. no 1

Plyage HR 400 Blue PolyethyleneWarning mesh; 400mm wide as perEngineers drawing T006 detail

Warning mesh

C Laid in continuous strip duringtrench backfilling m 82

Metalic strip over Watermain

Protection strip

D Complete m 524

Mains


Allow for testing the watermainsystem

On completion

E to the satisfaction of theEngineer and Local Authority Item 1





Generally

Notes:

A 1. All works associated with thenatural Gas installation shall becompleted in accordance with theGas netwoks Ireland (Bord GaisNetworks) publications"Guidelines for designers andinstallers - booklets 1 to 3 andto the agreement of Gas NetworksIreland personnel

B 2. All Gas mains must beinstalled by Gais networksIreland or a Gas Networks Irelandappointed contractor.

INCOMING SERVICES: Gas Main

Excavation



C Average depth of trench 500 -1000mm m 102


D Around existing services;crossing excavations no 3

Disposal

E Surface water item 1

F Ground water Item 1





Sand surround; compacted by hand inlayers 75mm thick; in accordancewith Engineers drawing and Utilityspecification section 7

Beds and surround

A 350 x 350mm thick; 50mm diameterpipe m 80

B 450 x 450mm thick; 150mm diameterpipe m 22

Pipes

100 PE-90 MBAR; BS 4660, 1973;rubber ring joints in the runninglength; in full accordance with GasNetworks Ireland Specification andEngineers Utility section 7

Gas main

C 100mm diameter m 22


D 90 degree bend no 1

E 45 degree bend no 1

50 PE-90; BS 4660, 1973; rubber ringjoints in the running length; infull accordance with Gas NetworksIreland Specification and EngineersUtility section 7

Gas main connections to dwellings

F 50mm diameter m 80


G 90 degree bend no 2





Fittings

PE EF Coupling as per Utilityspecification Section

Coupling on connection pipework

A 50mm diameter main no 1

Recessed meter box in pillarenclosure; installed in fullaccordance with Gas Networks IrelandSpecification, Engineers Utilitysection 7 and figure 9

Meter box

B Complete no 2

Coloured polyethylene warning mesh;440mm wide; laid at a depth notexceeding 350mm below finishedground level; clause 804 backfillabove in full accordance with GasNetworks Ireland Specification andEngineers Utility section 7

Marker tape

C Laid in continuous strip duringtrench backfilling m 102

Sundries

D GRP Protective sleeve on 50mm PEDwelling connection to meter no 2





Connecting new pipe work to existingGasmain

Excavate, expose and locate existingmanhole through the existingfootpath; connecting up all pipeworkto the manholes; including adapters,repair collars, connector etc,including for all disposal ofexcavated material off site,backfilling in clause 804/lean mixas per Engineer's specification;making good on completion of thedamaged final surface in tarmac orconcrete; allow for all adjusting ofmanholes both cover level andbenching, sealing etc; all inaccordance with all Engineer'sdrawings and specifications

A Connections to existing LIVEmains; Average depth 1000 -1500mm; to allow connection tolive gasmain by others no 1


Allow for testing the gasmain

As the work proceeds

B To the satisfaction of theEngineer and Local Authority item 1

On Completion

C To the satisfaction of theEngineer and Local Authority item 1





WORK OUTSIDE SITE BOUNDARY

Notes

A Connection works are assumed tobe taken to the footpath locatedon the Merrion Road, Exactlocations of service connectionsand of existing LIVE services tobe determined on site and theArchitect informed of alllocations prior to any workscommencing. The Contractor shallinclude for all trafficmanagement and reinstatementworks to the Satisfaction of theArchitect and Dublin CityCouncil.

R -DRAINAGE (Foul Water Drainage)

Excavation

Excavating trenches; starting atSurface level; backfilling withselected compacted sub-base materialType B crushed stone to Clause 804DOE Specification; granular materialcompacting in 150mm thick layers;disposal of excavated materials offsite




C Around existing services;crossing excavations Item 1

D Breaking out existing footpathsurface consisting of 100mmconcrete and hardcore bed under m 5

E Reinstating existing footpath tomatch existing m 5





Disposal


A Ground water Item 1

B Surface water Item 1

Beds and surround

10mm single sized gravel (type 1granular material); compacted byhand in layers 75mm thick; inaccordance with Engineersspecification (Part 7 & 8) anddrawing T005

Bed and haunching

C 525mm wide x 525mm thick minimumto 225mm internal diameter pipe m 5


Beds and Surrounds

D 450mm wide x 150mm thick minimumabove 110mm internal diameterpipe m 5

Pipes

Drains; uPVC pipes and fittings;Wavin Sewer or equal and approved;ring joints in the running length

150mm diameter

E Laid in trenches m 4





Mains

Connections to Existing Foul SewageMains

Carefully excavate to locate andexpose existing LIVE foul sewer line(previously constructed by others);break out 225mm diameter sewer pipeto allow connection of 150mmdiameter pipe; make good sewer pipe;provide all necessary earthworksupport while work is in progress;backfilling with selected materialscompacted, disposal of ground andsurface water;all in accordance withEngineers specification and drawings

Connection to existing sewer line

A Average depth 2000 - 2500mm no 1

R -DRAINAGE (Surface Water Drainage)

Excavation







E Reinstating existing footpath tomatch existing m 5





Disposal




Beds and surround


Bed and haunching

C 525mm wide x 525mm thick minimumto 225mm internal diameter pipe m 5


Beds and Surrounds

D 450mm wide x 150mm thick minimumabove 110mm internal diameterpipe m 5

Pipes

Drains; uPVC pipes and fittings;Wavin Sewer or equal and approved;ring joints in the running length

150mm diameter

E Laid in trenches m 4





Mains

Connections to Existing Foul SewageMains

Carefully excavate to locate andexpose existing LIVE Surface waterpipe line (previously constructed byothers); break out mains pipe toallow connection of 150mm diameterpipe; make good sewer pipe; provideall necessary earthwork supportwhile work is in progress;backfilling with selected materialscompacted, disposal of ground andsurface water; all in accordancewith Engineers specification anddrawings

Connection to existing line

A Average depth 2000 - 2500mm no 1

INCOMING SERVICES: Gas Main

Excavation

Excavating trenches; starting atreduced level; backfilling withselected compacted sub-base materialType B crushed stone to Clause 808DOE Specification; granular materialcompacting in 150mm thick layers;disposal of excavated materials offsite all in accordance withEngineers specification and drawings


B Average depth of trench 1500 -2000mm m 5








A Reinstating existing footpath tomatch existing m 5

Disposal

B Surface water item 1


Beds and surround


Bed and haunching

D 525mm wide x 525mm thick minimumto 150mm internal diameter pipe m 5


Beds and Surrounds


Pipes

100 PE-90 MBAR; BS 4660, 1973;rubber ring joints in the runninglength; in full accordance with GasNetworks Ireland Specification andEngineers Utility section 7

Ducts

F 100mm diameter m 5





Coloured polyethylene warning mesh;440mm wide; laid at a depth notexceeding 350mm below finishedground level; clause 804 backfillabove in full accordance with GasNetworks Ireland Specification andEngineers Utility section 7

Warning mesh

A Laid in continuous strip duringtrench backfilling m 5

Connection to mains

Connection to previously laid LIVEgasmain; provide for temporary workas well as attendances if requiredwhile work is in progress; refer toEngineer's drawing and

Carefully excavate to locate andexpose existing LIVE gasrmain;backfilling with selected materials,disposal of water etc

B Average depth 1000 - 1500mm; toallow connection to live gasmainby others no 1

Provisional Sum

C Provide a Provisional Sum of €10,000 for unforseen worksassociated with connection intolive services 1 10,000 00





COLLECTION

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COLLECTION

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(50) SITE SERVICES (PIPED & DUCTED) Carried to Summary



WALSH ASSOCIATES (60) SITE SERVICES (MAINLY ELECTRICAL)

(60) SITE SERVICES (MAINLY ELECTRICAL)

INFORMATION

Generally

Notes:

A 1. All Works associated with ESBNetworks Installation work shallbe completed in accordance withESB Networks publication"National Code of Practice forCustomer Interface" (currentedition) and the "HousingSchemes, guidebook for ESBNetworks Standards for ElectricalServices" (current edition) andto the Agreement of ESB NetworksPersonnel.

B 2. The Contractor shall note anyexisting ESB underground cablesruns and careful hand digging oftrial holes using safe diggingpractice should be used foraccurate location of cables andprior to using mechanicalexcavator in the vicinity of thecables. Cable depths cannot beassumed.

Low Voltage Conatinment

Excavation



C Average depth 0.5 - 1.0m m 210

Disposal






(60) SITE SERVICES (MAINLY ELECTRICAL) (Cont)

A Surface water Item 1

Beds and Surrounds

150mm fine sand surround aroundducts; compacted by hand in layers75mm thick;

Beds and Surrounds

B 100mm diamter pipes m 24

C 50mm diameter pipes m 186

Pipes

Ducts; Single wall HDPE; red WavinuPVC or equivalent; rubber ringjoints in the running length;

Ducts

D 100mm diameter m 24



F 45 degree bend no 5

G 22.5 degree bend no 4

Ducts

H 50mm diameter m 186


J 90 degree bend no 7

K 45 degree bend no 5

L 50mm flex duct connection frompublic lighting duct to Bollardlights no 37





Sundries

Nylon draw-in wire

A Laid in ducts m 210

Coloured polyethylene warning mesh;440mm wide; laid at a depth notexceeding 350mm below finishedground level; clause 804 backfillabove

Warning mesh

B Laid in continuous strip duringtrench backfilling m 210

Fees and Charges

C Local Authority fees and chargesfor connections to main network Item 1

Builders Work

Any additional works associated withconnections

D Additional works Item 1

Extra low Voltage Containment

Excavation

Excavating trenches; starting atreduced level; backfilling withselected compacted sub-base materialType B crushed stone to Clause 804DOE Specification; granular materialcompacting in 150mm thick layers inaccordace with EngineersSpecification


E Average depth 0.5 - 1.0m m 121





Disposal




Beds and Surrounds


Beds and Surrounds

C 100mm diamter pipes m 26

D 50mm diameter pipes m 95

Pipes

Ducts; red Wavin uPVC or equivalent;rubber ring joints in the runninglength

Ducts



F 90 degree bend no 2

G 45 degree bend no 1

H 22.5 degree bend no 5

Ducts

J 50mm diameter m 95


K 90 degree bend no 1

L hockey stick no 1





Sundries

Nylon draw-in wire

A Laid in ducts m 121


Warning mesh

B Laid in continuous strip duringtrench backfilling m 121

Fire alarm conatinment

Excavation

Excavating trenches; starting atreduced level; backfilling withselected compacted sub-base materialType B crushed stone to Clause 808DOE Specification; granular materialcompacting in 150mm thick layers;


C average depth 0.5 - 1.0m m 25



E Surface water Item 1

Beds and Surrounds

F 100mm diameter pipe m 25


Bed and Surrounds

G 635 x 335mm to 50mm diameter pipe m 25





Pipes

Ducts; BS 4660, 1973; rubber ringjoints in the running length

Ducts



B 90 degree bend no 2

Sundries

12mm polypropylene Nylon draw-inwire

C Laid in ducts m 25


Warning mesh

D Laid in continuous strip duringtrench backfilling m 25

Eir

Excavation

Excavating trenches; starting atreduced level; backfilling withselected compacted sub-base materialType B crushed stone to Clause 804DOE Specification; granular materialcompacting in 150mm thick layers inaccordace with EngineersSpecification


E Average depth 0.5 - 1.0m m 78





Disposal




Beds and Surrounds


Beds and Surrounds

C 100mm diamter pipes m 78

Pipes

Laying of black twinwall corrugatedducting; BS 4660, 1973; rubber ringjoints in the running length

Ducts

D 100mm diameter m 78



Sundries

Nylon draw-in wire

F Laid in ducts m 78


Warning mesh

G Laid in continuous strip duringtrench backfilling m 78





WORK OUTSIDE SITE BOUNDARY

Eir

Excavation



A Average depth 0.5 - 1.0m m 5


B Around existing services;crossing excavations item 1

Disposal



D Surface water Item 1

Beds and Surrounds

150mm concrete surround aroundducts; compacted by hand in layers75mm thick; in accordance withEngineers drawing T010 and UtilitySpecification section 5.

Bed and Surrounds

E 710 x 410mm to 100mm diameterpipe m 5





Pipes

Laying of black twinwall corrugatedducting; BS 4660, 1973; rubber ringjoints in the running length

Ducts



B 90 degree bend no 2

C T-junction no 2

Sundries

Nylon draw-in wire

D Laid in ducts m 5


Warning mesh

E Laid in continuous strip duringtrench backfilling m 5

Connection to mains

Connection to previously laid LIVEnetwork; provide for temporary workas well as attendances if requiredwhile work is in progress; refer toEngineer's Drawing T017 whichprovides details on location ofconnection point.

Carefully excavate to locate andexpose existing LIVE line / chamber;backfilling with selected materials,disposal of water, etc.

F Average depth 0.5 - 1.0mm; toallow connection to live main byothers no 1





Fees and Charges

A Local Authority fees and chargesfor connections to main network item 1

Builders Work

Any additional works associated withconnections

B Additional works Item 1

Provisional Sum

C Provide a Provisional Sum of€3,000 for unforseen worksassociated with connection intolive services 1 3,000 00





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(60) SITE SERVICES (MAINLY ELECTRICAL) Carried to Summary



WALSH ASSOCIATES (70) SITE FITTINGS

(70) SITE FITTINGS

T - FITTINGS

Metalwork

Non-Structural

Composite items; 100mm diameterfixed stainless steel lightingbollard; brushed 316 grade stainlesssteel; bollards to be erected plumbto BS 1 722-9: 2009; all as perArchitect's drawing and spec

Fixed bollards

A 1200mm high no 37


B Concrete bases to fixed bollards;include for all excavation anddisposal off-site; backfilling asrequired; 350 x 350 x 400mm deep35n20 grade insitu concrete bases no 37

Composite items; Cycle stands; OmosBicycle Stands Ref: s69 by "OMOSLtd" or equal approved; 316 gradestainless steel; brushed finish;root fixed into concrete at 250mmbelow finished paving level; all asper Architects drawings and spec

Bicycle stands

C Complete no 7

Composite items; Besopke Seat;Granite seat; 600 x 1600 x 100mmwith 2 nr granite slabs to top; 3 nrgranite legs; included for flangefixing onto concrete pad 135mm belowfinished paving level; all as perArchitects drawings403 and spec

Bespoke seat

D Complete no 1




(70) SITE FITTINGS (Cont)

Composite items; Tree bases;ARBFR12A Arboresin galvanised steelsupport frame 1200 x 1200mm set inconcrete haunching; GLARBBBArboresin pourous bound stonesurfacing laid in accordance withGreenleaf instructions, colour to beselected; RRARBV1C ArborventIrrigation system installed aroundthe guyed root ball, inlet should beembedded in the cast Arboresin slaband finished flush with top surface;RD1050A root director, mediummodular root barrier system; SASLPArborguy strapped anchor system c/wground anchors; allow for mulchbetween Arboresin and tree trunk;all as per Architects drawing 402and spec

Tree bases

A Complete no 20

Composite Item; Landscaping chain;50mm thick; 316 grade stainless;brush finsh; inculde for fixing topaving slab and canopy above withmanufacturer approved fixings;include for all drilling, makinggood, additional support etc tocomplet works; all as per Architectsdrawing 402

Landscaping Chain

B Complete m 3




(70) SITE FITTINGS (Cont)

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(70) SITE FITTINGSCarried to Summary



WALSH ASSOCIATES (80) LANDSCAPING

(80) LANDSCAPING

S - SURFACE PAVING, FENCING ANDLANDSCAPING

Grassing and Planting

Grading / levelling of topsoil &sub-soil

A Note all topsoil to be inspectedby the Architect prior todispersal Note

Topsoil; well draining loamy topsoilto BS 3882; as per Architect'sdrawing no. 056

B 200mm minimum depth to grassplanting (rear garden areas) m3 46

C 350mm minimum depth to grassplanting (planters) m3 31

Cultivating surfaces of ground;rotivate to a minimum depth of150mm; remove all large stones andperennial weeds to the satisfactionof the Architect

Cultivating

D 150mm deep m2 271

Treating topsoil with pre-emergentweed killer

Surface applications

E General surfaces m2 271

Grass planting areas; perennial ryegrass seed mix; raking in;fertiliser to be spread at the rateof 0.05kg/sqm and harrowed in; allin accordance with Architectsdrawings and specification

Seeding

F General surfaces; exceeding 300mm m2 271




(80) LANDSCAPING (Cont)

Supply and plant the followingplants, hedges and trees; all as perArchitect's specification anddrawing

Tree planting; all trees to besecurely staked with 3 no. 100mmdiameter timber stakes connectedwith timber bracing and securelyfitted to tree with suitable 45mmthick rubber ties;

A Semi mature silver birch trees no 20

Plant; supply and planted toArchitects approval

B Solanum Albus no 20

C Solanum Glasnevin climber no 1

D Griselinia hedging; 1500mm high m 52

Compost mulch the whole surface ofall planting beds with 40 - 50mmthick medium grade bark mulch

Mulching

E General surfaces; 40 -50mm thick m2 116

Watering; weeding; stone picking;cutting; reseeding; fertilising andthe like

Maintenance for Defects LiabilityPeriod

F As required and to thesatisfaction of the Architect fora period of twelve months Item 1

Prune / cut back all existingoverhang of branches, ivy, climbersetc to site boundaries; disposal ofgreen waste material off-site; allas per Architect's drawing

Cutting back at existing boundaries

G Generally Item 1





Sundries

Remove all waste, wash down all hardsurfaces and leave site clean uponcompletion of the works; all as perArchitect's drawing

Clean down

A Generally Item 1

Provisional Sum

B Provide a Provisional Sum of€3,000 for Planting 1 3,000 00





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(80) LANDSCAPINGCarried to Summary




SUMMARY Page No.

(10) SITE PREPARATION 1/8

(20) SITE STRUCTURES 2/9

(30) SITE ENCLOSURES 3/13

(40) ROADS, PATHS, PAVINGS 4/7

(50) SITE SERVICES (PIPED & DUCTED) 5/26

(60) SITE SERVICES (MAINLY ELECTRICAL) 6/11

(70) SITE FITTINGS 7/3

(80) LANDSCAPING 8/4





(19) SUBSTRUCTURES

Notes:

A The Contractor shall include forall sampling and testing ofconcrete to be carried andcomplete in strict accordancewith the Engineer's specificationfor structural drawings Item 1

B The Contractor shall be deemed tohave satisfied himself as to thenature of the site and subsoil. Item 1

C Should the ground be loose orotherwise unfit for building on,or should any change appearadvisable, the Engineer shall beinformed thereon that he maydecide whatever variation isnecessary, whether an addition ordeduction, as no claim for extrawill be admitted without an orderfrom the Engineer. Item 1

D If the Contractor is notsatisfied as to the accuracy ofthe levels shown on the drawings,he must give written noticethereof to the Architect beforeany excavations are commenced,otherwise no claim in respect ofinaccuracy of levels will beentertained. Item 1

E The Contractor shall takesuitable precautions to ensurestability of the excavation sidesand exclusion of water duringconstruction. Item 1

F The Contractor shall include forall temporary support requiredduring construction of supportingwalls, lintels, beams, roofstructure etc. The design andconstruction of same is the soleresponsibilty of the Contractor. Item 1





A The Contractor shall include herefor all costs related toproviding and maintaining fixedvibration monitor with flashingbeacon and telemetry connectedback to instrument provider (maxvibration 8mm / sec) Item 1

B Depth of foundations to existingboundary walls unknown and to beconfirmed on site. Trench fill tofirm bearing supporting new raft Item 1

C Underpinning to follow sequenceand methods as detailed onEngineers drawing 6600-110 Item 1

Levels of Floor Structures

"Maximum tolerances for designedlevels to be:

D - Floors to be self-finished, andfloors to receive sheet or tilefinishes directly bedded inadhesive: +/- 10 mm. Note

E - Floors to receive dry board/panel construction with little orno tolerance on thickness: +/-10mm. Note

F - Floors to receive masticasphalt flooring/ underlaysdirectly: +/- 10 mm. Note

G - Floors to receive masticasphalt flooring/ underlays laidon mastic asphalt levellingcoat(s): +/- 15 mm. Note

H - Floors to receive fully bondedscreeds/ toppings/ beds: +/- 15mm. Note

J - Floors to receive unbonded orfloating screeds/ beds: +/- 20mm. Note






Excavation

Excavation starting at formationlevel, disposal off site

Reduced level dig

A Not exceeding 2.0m deep m3 56

Foundation trenches

B Not exceeding 2.0m deep m3 35

Breaking up existing

C Rock m3 1


D Excavating beside existingfoundations; as per Engineersdrawing 6600/110/P1 andspecification m 34

Disposal

Water

E Surface Item 1

F Ground water Item 1

Excavated material

G Off-site m3 91

Working space; backfilling withhardcore as per Engineersspecification; compacting in 150mmthick layers

Trench Excavations

H Depth not exceeding 2.00m m2 75





Filling; crushed stone fill orsimilar approved material, levelledand compacted in layers notexceeding 150mm thick with vibratingroller; all as per Engineer's Civilspecification section D20

To make up levels

A Average thickness not exceeding250mm m3 26

Underpinning of existing exposedfoundations; short intermittentlengths not exceeding 0.9m;excavated to firm bearing strata;1:3 cement: sharp sand dry packrammed into placefilling any gaps;RC40 underpinning concrete mix;include for all labours, materialsincluding; formwork / temporaryformwork as required and plant;underpinning to follow workssequence as detailed in Engineersdrawing 6600-110 and Engineersspecification section

Underpinning

B Not exceeding 2.00m deep; widthand depth to be confirmed onsite; complete m 6

(F) CONCRETE WORK

In-Situ Concrete

C The Contractor shall allow in hisrates for everything necessary toachieve level surfaces to receivefloor finishes. The contractorshall provide for class Atolerance throughout and inaccordance with the Engineer'sand Architect's tolerances. Note





Reinforced concrete; Grade GEN3 witha minimum cement content of 300kg/m3; max water / cement ratio of 0,60(U.N.O.)

Trench fill Concrete

A 750mm wide by approximately 900mmhigh; complete m3 28

Reinforced concrete; Grade RC 28/35;150kg/m3 reinforcment; max aggregatesize 20mm with a minimum cementcontent of 300kg/m3; max water /cement ratio of 0,60 (U.N.O.); allas per Engineers structuralspecification, Engineers drawing6600/110P1

Slabs

B Exceeding 150mm thick m3 34

Self-leveling liquid screed; Easi-screed or equal and equivalent;installed as per manufacturer'sinstructions and as per Architectsdrawings and specification section D

Screed; ground floor


Surface finishes

Powerfloating

D Exceeding 300mm; to falls andcrossfalls m2 114

Reinforcement



E Not exceeding 12mm diameter tonne 2.05

F 12 - 25mm diameter tonne 0.85






A Additional steelworks associoatedwith external corner detail asper Engineers drawing 6600-505 no 7

B Additional steelworks associoatedwith internal corner detail asper Engineers drawing 6600-505 no 3

Formwork

Formwork; to BS5975 or BS EN 12812unexposed concrete; all as perEngineer's specification section E20


C 250 - 500mm high to edge of raft m 108

D 1000 - 1250mm high to trenchsides m 114


E Forming raft toe to perimeter m 37

(I) ROOFING, CLADDING ANDWATERPROOFING

Mastic Asphalt and Waterproof Non-Metal Flexible Sheet Coverings

Necoflex reinforced Radon Barrier orequal and approved; fitted in fullaccordance with manafacturersrecommendations; includingmanafacturer approved accesories allas per Architects drawing no.005.001, Architects specificationsection E27 & E28

Radon barrier; horizontal

F Exceeding 300mm m2 119

Vertical

G Not exceeding 300mm m 54





Ducts; uPVC pipework and fittings;laid in strict accordance withmanufacturer's instructions andrecommendations; all as perEngineer's Specification andDrawings

Radon Ducts


Proprietary performed rigid PVCRadon sump; laid and positioned inaccordance with the manufacturersinstructions

Sumps

B 600mm x 600mm x 280mm overall no 1

Preformed rigid PVC radoncomponents; Easi-Sump or equal andapproved; fixed and jointed inaccordance with the manufacturersinstruction

Sleeves

C Ref. MV 255 no 4

Bends

D Maxi sleeve periscope MV251incorporating MV 254 verticaladaptor no 1

Vents

E Ref. MV250 no 2

F Vent adaptors ref. MV 253 no 2

Cap Link

G Easi-Sump cap link no 1

Penetrations

H 110mm diameter pipe seal aroundservice penetrations no 2





Forming or cutting holes for pipesin Trench walls; comprising 750mmthick R.C; fix approved flexibleseal and sleeve; packing aroundvermiculite firestopping; makinggood structure

Sundries

A Ventilation opes no 2

Sundries

Insulation; 125mm Xtra-thermXtroliner UF floor installed in fullaccordance with the manufacturersrecommendations; all as perArchitects drawing .... andspecification

Thermal Insulation

B 125mm thick; horizontal m2 61

Insulation; 25mm high densityinsulation; to external edge offloor; all as per Architects drawingand specification

Thermal Insulation

C 25mm thick - Ground floor slab m 34





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(19) SUBSTRUCTURES Carried to Summary




(21) EXTERNAL WALLS

F - CONCRETE WORK

In-Situ Concrete

In situ Threshold step; reinforcedconcrete to BS EN 206-1 concrete mixgrade C35/20 aggregate Class D20 maxsize; taken 125mm into jambs; 35mmcover; floor damp membranes to belapped up behind; plain strutted andbraced formwork; A98 Steel meshreinforcement with 2 no. 8mm M.Sbars all round; 60mm Xtratherm XT/HYF insulation or equivalent includefor all labours and materials for afully completed installation wherenothing remains to be done byothers; all as per ArchitectsSpecification

Threshold step

A 1100mm long x 450mm high x 90mmthick; rectangular threshold,complete no 2

B 1100mm long x 450mm high x 90mmthick; rectangular threshold,complete no 1

Precast Concrete

Prestressed precast concrete; inaccordance with I.S. EN 845; minimumbearing and workmanship all inaccordance all in acordance withEngineers Specification section ,Architects specification section D38and drawings

Lintels

C 100 x 65 x 1700mm no 5

D 100 x 65 x 2050mm no 2





H - STONEWORK

Natural Stone

Granite stone cills; Wicklowgranite; building in as workproceeds; include for bedding inappropriate mortar mix in top ofblockwork/brickwork walls; includefor DPC underneath and insulationfiller piece; all as per Architect'sspecification and drawings

Cills; rectangular shape with sunkweathered top, throated bottom

A 1350mm long; complete no 3

Granite parapet capping; taperedfrom from 100mm to 75mm; twicerebated bedding and pointing incement lime mortar (1:1:6);reinforced; all as per Engineer'sdrawings, Engineers structuralspecification

Parapet capping

B 415mm wide m 48



Concrete blocks; IS 20 1974;compressive strength 5N/Sqmm; 440 x215 x 100mm nominal size; in gaugedmortar (1:1:6) to IS 325 Part 11986; stretcher bond; all as perEngineers drawing 6600-310,Engineers specification section F10,Architects drawing and specificationsection E

Walls






Concrete blocks; Roadstone "ThermalLiteblock" or similiar approved;10N; blockwork laid in Grade (iii)mortar (1:1:6); stretcher bond; allas per Architects drawings T-327/328 and specifications


A 100mm thick m2 54

Xtratherm Cavity Clos-R to opes inExternal walls all as per Architectsspecification section E11

Closing cavity walls at opes

B Special blocks; Jambs m 29

C Special blocks; Heads m 17

D Special blocks; Cills m 10

Brickwork; to IS 91 1958; selectedfacing brickwork to match existingto Architects approval; concavejointing; include for verticalcontol jointing as required;approved flexible filler; stainlesssteel wall ties; bedding andmortars; all as per Architect'sdrawings & specification section E

Walls

E 100mm thick m2 60


F Weepholes as required Item 1





Ancillaries to Brickwork/Blockwork

Forming cavities; with thermallybroken wall ties; incorporatinginsulation retaining clips (extraties at 225mm centres vertically atsides of openings); minimumembedment of 50mm into each leaf;include 80mm thick Kooltherm K8insulation fixed against inner leafor equal approved; all as perArchitect's specification E

Forming cavities;

A 150mm wide m2 164

Kingspan thermabate insulated cavityclosers; fixing as permanufacturer's recommendations; allas per Architect's drawings &specifications

Closing cavities

B 25mm thick x 150mm wide m 48

Damp proof course to be 'RuberoidHi-Load' or equal approved, IS 57;100mm laps sealed with contactadhesive bedding in cement mortar

Width not exceeding 225mm

C vertical m 29

D horizontal m 96

Standard DPC cavity tray; formed of100mm skin brickwork, 215mm skinblockwork and 150mm cavity;including for all special angles,corners etc

Exceeding 225mm

E Horizontal m 132





Vertical expansion joints; all asper Engineers drawing 6600-310 itemJ and specification

Expansion joints

A Complete m 9

Forming or cutting holes for pipesin external walls; comprising 215mmthick block inner leaf, 120mm thickcavity, 100mm thick block outerleaf; fixing 150mm diameter pvc pipesleeve; packing around vermiculitefirestopping; making good structure

Sundries

B ventilation opes (provisional) no 4

Internal vent grille; mill finishaluminium grille, or equal approved;include insect mesh

Sundries

C size 215mm x 215mm (provisional) no 4

Permanent External vent frame withlouvres and frame of 75mm x 25mmIroko with insect mesh; all as perArchitect's specification anddrawings

Sundries

D size 215mm x 215mm (provisional) no 4






Structural

Steel Lintel; Contractor designedBay window lintels and posts byKeystone or approved; point loadfrom beam bearing on wall onkeystone lintel = 22kn unfactored(15 kn dead load, 7 kn live load);installed in full accordance withmanafacturers recommendations; allas per Engineers drawing 6600-310and specification


A 350mm wide cavity wall; 6950mmope span; complete m 13

Steel Lintel; Contractor designedKeystone heavy duty lintel togarage; lintel reference X/K-90;installed in full accordance withmanafacturers recommendations; allas per Engineers drawing 6600-310and specification


B 350mm wide cavity wall; 4826mmope span; complete m 13

Steel Lintel; Keystone cavity lintelref XCF S/K-150 or equal approved;inner leaf load = 30kn/m unfactored; installed in full accordance withmanafacturers recommendations; allas per Engineers drawing 6600-310and specification


C 350mm wide cavity wall; 1440mmlong no 3

D 350mm wide cavity wall; 1110mmlong no 1

E 350mm wide cavity wall; 800mmlong no 1





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(21) EXTERNAL WALLS Carried to Summary




(22) INTERNAL WALLS

F - CONCRETE WORK

Precast Concrete

Prestressed precast concrete; inaccordance with I.S. EN 845; minimumbearing and workmanship all inaccordance all in acordance withEngineers Specification section F31,Architects specification section D38and drawings

Lintels

A 100mm wide x 65mm high x 1150mmlong no 5

B 100mm wide x 215mm high x 1900mmlong no 2

G - Brickwork and Blockwork


Concrete blocks; IS 20 1974;compressive strength 5N/Sqmm; 440 x215 x 100mm nominal size; in gaugedmortar (1:1:6) to IS 325 Part 11986; stretcher bond; all as perEngineers drawing 6600-310,Engineers specification section F10,Architects drawing and specificationsection E

Walls

C 100mm thick m2 43





COLLECTION

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(22) INTERNAL WALLS Carried to Summary




(27) ROOF STRUCTURE

Notes:

A All structural timbers andexternal joinery shall bepressure treated by double vacuummethod Note

B The Main Contractor shall includefor all temporary supportrequired during construction ofsupporting walls, lintels, beams,roof structure etc. The designand construction of same is thesole responsibilty of the MainContractor. Note

C All timber members moisturecontent shall not exceed 20% Note

D All timber strength class to BSEN C16 Note

J - WOODWORK

Structural and First Fixings

Softwood; Grade C16 timber inaccordance with BS 1186; doublevacuum treated; all as perEngineer's drawing 6600-310,Engineers Specification section G20,Architects Specification section G

Carcassing; pitched roofs

E 100 x 75mm wall plate m 51

F 150 x 50mm C16 ceiling joists m 223

G 150 x 50mm C16 ceiling joistsbridging m 48

H 150 x 38mm C16 Flat roof joists m 17

J 150 x 38mm C16 Flat roof joistsbridging m 6

K 150 x 50mm C16 Rafters @ 400mmcentres m 285

L 225mm x 44mm C16 Hip Rafters (4no.) m 24





Labours

A All labours and materialsassociated with forming Hip roofstructure; include for allconnections of rafters, hips andthe like to steel frame in suchthat no works are required to becarried out by others; as perEngineers drawing nr. 6600-310,Engineers Specifications G20,Architects drawings andspecification section F no 2

B All labours and materialsassociated with forming Flat roofstructure to falls in such thatno works are required to becarried out by others; as perEngineers drawing nr. 6600-310,Specifications G20, Architectsdrawings and specificationsection F Item 1

C Trim out rooflights include fortunelling down through ceiling ifrequired; include for all joists,trimmers, battens, timbersrequired to complete therooflight structure; complete;all as per Architect's drawing no 3

D Drilling and bolting of wallplateto UB37 at ridge level; 600mmstagered centres in preformedholes in beam Item 1


Plywood; marine exterior grade WBPplywood or equal approved; screwfixed to timber base; all as perArchitect's specification & drawingno. 14.58.304

Boarding and sheeting; to flat roof

E 18mm thick; laid horizontal;fixed to timber firring pieces m2 5





Composite item; form hidden gutterand eaves detail (lining elsewheremeasured) with 18mm thick exteriorsanded marine plywood and selectedbattens & fillet pieces; include alllabours and materials associatedwith forming Box valley structurebehind parapet wall to falls in suchthat no works are required to becarried out by others; as perEngineers drawing nr. 6600-310,Specifications G20 Architectsdrawings and specification

Eaves / gutter detail

A 150mm - 300mm floor girth m 32




B Joist hangers; 'BAT' S-Type OPHor similar approved; singlehanger type; galvanised to B.S.2989; building into as worksproceed; to suit 150 x 38mm ; allto Engineers details no 15

C Joist hangers; 'BAT' S-Type OPHor similar approved; singlehanger type; galvanised to B.S.2989; building into as worksproceed; to suit 150 x 50mm ; allto Engineers details no 60

D Wall plate strap fixed tomasonry; 1200mm long x 30 x 2.5mmbent at 100mm all as perArchitects specification sectionG20 - 820 no 51

Sundries

Extra over for BoltsExtra over

E M12 Resin anchors no 51





Drilling/ Forming holes in blockworkor concrete for holding down bolts;varying depths; casting intoblockwork or concrete; aprroved pipesleeves; all as per Engineersdrawings and spec

Sundries

A Drilling/ Forming holes; in steelfor M12 resin anchor bolts no 51





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(27) ROOF STRUCTURE Carried to Summary




(28) FRAME

Notes:

A The Main Contractor shall includefor all temporary supportrequired during construction ofsupporting walls, lintels, beams,roof structure etc. The designand construction of same is thesole responsibilty of the MainContractor. note

B The Contractor shall note thatall sizes in the followingelement are indicative and shouldnot be used for manufacturingpurposes, on site measurement andapproved shop drawings should beused for manufacturing purposes. note

C The Contractor shall note thatall steel sections and plates forconnections shall be to BS EN10025-2, Grade S355JR; Steelhollow sections to BSEN 10210-1Grade S355J0H note

D The Contractor shall note thatall bolts to be 20mm diameter 8.8uno. Welds to be at least 6mmfillet weld note

E All steelwork to be fabricated inaccordance with BS 5950; in fullcompliance with the latestedition of the NationalStructural Steelworkspecification (NSSS) and withParticular reference to Engineersstructural specification sectionG10 note

F A minimum of five woking daynotice is to be given prior tofabrication commencement note

G All steelwork to be CE marked anto conform to IS EN1090-1:2009+A1:2011 note




(28) FRAME (Cont)

F - CONCRETE WORK

In-Situ Concrete

Concrete bearing pads;designated mixC35N20 concrete; include here forall formwork required; all as perEngineer's drawings & spec

Padstones

A PS1; 440 x 100 x 215mm deep no 4

B PS2; 440 x 100 x 215mm deepcorner padstone no 3

C PS3; 600 x 100 x 215mm deep no 1


D Breaking out existing blockworkwalls to allow insertion ofbearing pads; include here forall works required; dispose ofwaste material off-site; makegood upon completion no 8

E Bolting steel to padstones with 2nr M12 Hiliti resin anchors andsteel shims to level; include forall associated drilling andfixings; all as per Engineersdrawing 6600-310 andspecification no 16


Structural

Steelwork; Grade S275 to I.S. EN1993-1-1:2005 and EN 10025-2 unlessnoted otherwise; all welds to be 6mmfillet welds unless noted otherwise;all steel to be shot blasted to SA.2 1/2 and to recieve 2 coats of zincrich primer to a dry film thicknessof 75 microns per coat; all as perEngineers spec

Fabricated members; beams

F 178 x 102 x 19 UB tonne 0.44




(28) FRAME (Cont)

A 203 x 133 x 30 UB tonne 0.34

B 254 x 146 x 37 UB tonne 0.35

Facricated members; stanchions

C SHS: 100 x 5.0 stub tonne 0.02


D Connection of 254 x 146 UB37ridge beam and 100 x 100 x 5mmSHS prop no 1

E Connection of 178 x 102 UB19 and100 x 100 x 5mm SHS prop no 1

F Connection of 254 x 146 UB37ridge beam and 178 x 102 UB19hips no 2

Protective coatings

Prepare shot blast cleaned to BS ENISO 8501-1, preparation grade SA 21/2; prepare all welds and eges topreparation grade P 2; acrylicurethane gloss shop primed; 100microns dry film thickness; shop topcoat Resitex C137V2 50 microns dryfilm thickness; colour TBA withArchitect

G Fabricated members tonne 0.86

Sundries

Fabricated members

H Fittings Item 1

Holding down assemblies; supply andfix; angle framework cast intoconcrete

J 400 x 400 x 20mm thick baseplate no 8

Grouting under baseplates and tobolt sleeves with approved non-shrink grout; minimum depth 25mm

K 400 x 400 x 20mm thick baseplate no 8




(28) FRAME (Cont)

M12 Resin Anchors bolting steelworkto padstone and masonry all as perEngineers drawing 6600-310 andspecification

Bolts

A Anchors to bearing pads no 16

Drilling/ Forming holes in blockworkor concrete for holding down bolts;varying depths; casting intoblockwork or concrete; aprroved pipesleeves; all as per Engineersdrawings and spec

Sundries

B Drilling/ Forming holes; inconcrete for anchor bolts no 16

C Providing staggered preformedholes for bolting of wall plateto 254 x 146 UB 37 Item 1

Site welding

6mm full profile fillet welds

D Include here for all necessarysite welding in continuous runsas per Engineer's drawings Item 1




(28) FRAME (Cont)

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(31) EXTERNAL WALL COMPLETIONS

Notes

A 1. Architect's window schedulesindicate design intent only. Note

B 2. Window installation to complywith technical guidanceregulations Part D & K,protection against impact -safety glazing and Part F, formeans of ventilation (rapid &background). Note

C 3. The Tenderer shall include inhis rates for all ironmongeryassociated with external windows& doors. Item

D 4. Standard manufacturer'sironmongery must meet Architect'sapproval. All windows, frames,glazing & ironmongery on groundfloor and accessible from flatroofs to be lockable. Item

E 5. All windows and doors to befully surrounded and bonded toadjacent structure with EPDMmembranes to agreed details. Item

F 6. All windows and doors to havedouble mastic seals / caulking tofront and rear behind frames. Item

Samples

G 7. The Tender is requested toprovide for the Architect'sapproval a sample window / door.Should the Architect not besatisfied with the first samplethe tender shall provide foradditional samples at their ownexpense until such time as theArchitect gives their approval. Item 1

Air Tightness

H 8. All areas to achieve an airtightness not exceeding 5m3/m2/hrat 50Pa. Item 1





A 9. The Tenderer is to includehere for all associated costs toperform 1 no. air blower test.Please note that if the test doesnot meet the Architect's minimumrequirement of 5m3/m2/hr due topoor workmanship then subsequenttests shall be carried out at theTenderer's own cost until theminimum requirement is met. Item 1

J - WOODWORK

Boardings & Second Fixing

Window board; softwood include forall timber grounds necessary; all asper Architect's drawings andspecifications

Second fixings; window boards

B 275 x 20mm; complete m 5

High grade MDF board; fixed to andincluding timber battens fixed toblockwork built out to finish flushwith glazing / door frame; includefor all fixings; all as perArchitect's drawings &specifications

Window / external door ope revealliner boards

C 270mm x 20mm; with 10 x 10mmshadow gap rebate notched intoboard m





L - METALWORK

Composite items; Carlson or equaland approved; triple glazed;anthracite grey colour externally;selected colour internally; detaileddesign; fixed in strict accordancewith manufacturer's instructions; toArchitect's approval; all as perArchitect's specification anddrawing 13.54.005.001

Windows - ground floor

A w(gf) - 1; 1230mm x 1150mm high,Kitchen / Living room no 1

B w(gf) - 2; 1230mm x 1150mm high,Kitchen / Living room no 1

C w(gf) - 3; 600mm x 1150mm high,to store room no 1

D w(gf) - 4; 1320mm x 1150mm high,to Bedroom no 1

Bay Window - to patio areaincorporated into keystone posts andlintels

E w(gf) - 5; 1830mm x 2100mm highGlazed section to rear paio areaLHS, 6 panels with 2 no. openingtop panels (850mm x 560mm) no 1

F w(gf) - 6; 1830mm x 2100mm highGlazed section to rear paio areaRHS, 6 panels with 2 no. openingtop panels (850mm x 560mm) no 1

G w(gf) - 7; 1720 x 2100mm highGlazed section to rear paio area;incoporating 1 no. door; all tomatch side panels no 1


H Cladding to corner posts no 2





Composite items; Carlson or equaland approved; triple glazed externaldoors; anthracite grey colourexternally; selected colourinternally; detailed design; fixedin strict accordance withmanufacturer's instructions; toArchitect's approval; all as perArchitect's specification and WindowSchedule

External doors

A d(gf) - 1; 900mm x 2100mm glazedfront door no 1





Composite items; Roller shutters toCafe; by Doorfix Ringard orequivalent and approved by theproject Architect; electricallyoperated; visi-screed heavy dutyperforated lath; Arrangement: Thecurtains: Shutter curtains areconstructed from continuousinterlocking galvanised steel laths,securely held in place by end locks,Bottom rails are galvanised androll-formed into a T-section - Theendplates: Prime painted mild steelof appropriate thickness relative todoor size and supplied with fixingangles suitable for securing to thestructure - The barrel: The barrelis constructed from seamless steeltube of adequate diameter to resistdeflection and held in bearings orcups attached to the endplates - Thecoil Casings & Fascia: Galvanisedcoil casings and fascia sections areavailable; Shutter curtain:Galvanized steel, finish asdelivered: Galvanised with non-galvanised parts prime painted.Steel laths to be polyester powdercoated in a range of BS/RAL coloursto give a durable finish; Frame/Guides: Vertical guides are formedfrom rolled steel and supplied withfixing angles suitable for securingto the structure, finish asdelivered: Steel laths to bepolyester powder coated in a rangeof BS/RAL colours to give a durablefinish; Operation: Electrical, 240vsingle phase Tube Motor Unit withadjustable limit switchesincorporated to stop the shutter atthe end of each travel; The folowingwill also be provided: Low level Keyswitch, Internal Paddle Switch;Remote control system withtransmitters; Ironmongery: Liftinghandles, locks, shootbolts; Otherrequirements: battery back-up, andemergency hand chain; all as peArchitects spec

External garage door





A 5375mm x 2100mm; complete no 1

Extra forExtra for

B White polysuplhide mastic sealantto all window openings andexternal doors; two partpolysulphide sealant to BS 4254on closed cell polyethylenebacking cord to BS 5628; all asper Architect's drawings(provisional) Item 1

Ironmongery Accessories Sundries

Metal accessories in mild steel;galvanised to I.S. EN 10142 :1991and I.S. EN 10143 : 1993; fixed with2No. 'Teks Point 5' code 4.3 selftapping screws


C 25 x 2 x 300mm long flatgalvenised mild steel crampssection; holed at 25mm offsetcentres; minimum of two fixingseach to jamb and blockwork Item 1

Sundries

Airtightness; the Contractor is toinclude here for supply & fittingTescon Profil or equal and approvedairtightness membrane seal and tapesto all new window & external dooropes to achieve fully air tight sealbetween window / door frame andblock; vapour check strip sealed towall with airproofing adhesive; allas per manufacturers instructions;all as per Architect's drawings andspecifications


D Allow here for all taping andsealing required to new window &external door opes Item 1






Painting


General surfaces; to timber doors

A Girth not exceeding 300mm m 5





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(32) INTERNAL WALL COMPLETIONS

Samples:

A Contractor shall provide samplesof doors/glazed screens/ironmongery as requested by theArchitect. Should the Architectnot be satisfied with the firstsamples, then the Contractorshall provide for all subsequentsamples at his/her own expense,until such time as the Architectis satisfied. Item

J - WOODWORK


Supply and fit Red deal timberarchitraves; fixed to blockwork ortimber stud base; all in acccordancewith Architects Specification

Second fixings; Architraves

B 75 x 19mm moulded to detail andmitred at angles m 70

Composite Items

Hardwood solid core doors; cherryfinish; include here for supply &fit of hardwood doors & frames withrecesses to house door reveal linerboards (liner boards elsewheremeasured); fixed and plugged toblockwork / timber; includingpacking slips as required; all asper Architect's specification anddoor schedule drawings no. 14.58.601& 14.58.602

Doors & Frames sets

C D1 - Single leaf door; to suitope size 900mm wide x 2100mm high no 5

D D10 - Double leaf door; to suitope size 1700mm wide x 2100mmhigh; vision panel; door handleIHL22 no 2





The Contractor should allow forfixing in position the followingitems; hinges, locks, levers,receivers, door stops, sliding doortracks and door closers approved byArchitect; satin stainless steel &brassware finish generally; tohardwood flush doors; allow for allnecessary plugging, holes andlabours

Doors; to hardwood or the like

A Single doors no 5

B Double doors; standard no 2


Painting

Doors

C Girth exceeding 300mm m2 33

General surfaces; existingarchitraves & frames

D Girth not exceeding 300mm m 70





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(37) ROOF COMPLETIONS

L - METALWORK

Composite Items

Velux rooflights; velux ref: CK04conservation centre pivot rooflightwith white frame & integral blind;recessed installation for slatefinish roof; installed in strictaccordance with the manufacturer'srecommendations and instructions;all as per Architect'sspecifications and drawing no.14.58.603

Composite items

A 980mm x 550mm overall size; torear of roof no 1

B 980mm x 550mm overall size; torear of roof no 1

C 980mm x 550mm overall size; tofront of roof no 1

Extra forExtra for

D Include here for all additionalvelux conservation type flashingsrequired for completeinstallation; to suit slatefinished roof no 3

E Combi flashing for veluxs besideeach other at rear of roof no 1





Sundries

Airtightness; the Contractor is toinclude here for supply & fittingTescon Profil or equal and approvedairtightness membrane seal and tapesto all rooflight opes to achievefully air tight seal aroundrooflight; vapour check strip sealedwith airproofing adhesive; all asper manufacturers instructions; allas per Architect's specificationsand drawing no. 14.58.303 RooflightDetail


A Allow here for all taping andsealing required to rooflightopes Item 1





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(41) WALL FINISHES EXTERNALLY


In-Situ Finishes

Nap smooth plaster finish; overallthickness 18mm, to consist ofscudded coat to blockwork (1:3)cement/sand; finishing coatconsisting of (1:1:3) hydrated lime/ cement / sand; also include forapproved water-proofing agent;include also for all Expamet orequal approved stainless steel angleand stop beads necessary; all as perArchitect's specification anddrawings

Walls; blockwork base

A exceeding 300mm wide m2 58

Expamet or equal approved stainlesssteel beads; all as per Architect'sspecification

Sundries

B Stop beads m 30


Painting

Paint to IS 32; Dulux or equalapproved; one coat primer and twofinishing coats of Weathershieldemulsion paint; colour to beselected by the Architect on site;to render base; all as perArchitect's specification

Walls

C exceeding 300mm wide m2 58




(41) WALL FINISHES EXTERNALLY (Cont)

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(42) WALL FINISHES INTERNALLY


In situ finishes

Two coat plaster, 13mm overallthickness; floating coat consistingof pre-mixed hard basecoat gypsumplaster; to a thickness of 11mm;ruled true and level; close surfacewith a hand float; thoroughlyscratched to provide a key; 2mmfinishing coat consisting of a premixed hard wall gypsum plaster;steel trowelled to a smooth finishion full accordance with ArchitectsDrawings and Specification L20 anddrawings

Walls

A Exceeding 300mm m2 123

Reveals

B Not exceeding 300mm wide; reveals m 24

Pipe encasements

C Girth 600mm - 750mm m 2


Supply & lay CERAMIC wall tiles;allow a PC Sum for supply only of€80 per m2; include for fixing withflexible adhesive and grouted withwater resistant anti-fungal grout orsimilar approved; include for allinternal angles of new tiling toreceive silicone sealant; to aplastered base; include for layingof all borders; include for allmovement joints necessary; includefor all cutting of tiles necessary;all as per Architect'sspecifications and drawings

Walls






A Extra for; include here forExtra forfinishing all external cornersand exposed ends with a squareedges stainless steel tile trimto finish flush with the face oftiles Item 1


Painting


Walls; to skimmed base



Paint to I.S. 32; clean and sanddown existing fair faced blockwork;1nr. initial coat of Dulux TradeDiamond Matt Emulsion paint; 2nr.finishing coats of Dulux TradeDiamond Matt Emulsion paint or equalapproved; colour to be confirmed onsite; all to Architect's finishesschedule and specification anddrawings

Walls; to


E Not exceeding 300mm m 10





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(43) FLOOR FINISHES

J - WOODWORK


Red deal skirting board to matcharchitrave; fixed to blockwork; allin acccordance with ArchitectsSpecification section G

Second fixings; skirtings

A 70mm x 14mm m 75

Extra forExtra for

B Short lengths no 10


In-Situ Finishes

Permagaurd liquid DPM or equalapproved; to concrete base; appliedin strict accordance withmanufacturer's instructions

Floors

C Exceeding 300mm m2 97

Floor levelling compound; to alltiled areas and basement area; toconcrete base; applied in strictaccordance with manufacturersinstructions

Floors

D Exceeding 300mm (provisional) m2 97






Supply & lay selected ceramic floortiles with slip resistant R10requirement; allow a PC Sum forsupply only of €75 per m2 for TileStyle or equal and approved; includefor fixing with flexible adhesiveand grouted with water resistantanti-fungal grout or similarapproved; include for all internalangles of new tiling to receivesilicone sealant; to a concretebase; include for laying of allborders; include for all movementjoints necessary; include for allcutting of tiles necessary; all asper Architect's specifications andspecific detail drawings13.54.005.001

Floors


Fitted Carpeting

Tretford roll carpet or equal andequvialent; 7mm thick; bonded withPVC or natural latex to a hessianbacking; fitted in accordance withArchitects Specification andmanufacturers instructions; all asper Architect's specifications andspecific detail drawings13.54.005.001

Floors








Painting


A Skirtings; not exceeding 300mm m 75





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(45) CEILING FINISHES

O - FLOOR WALL AND CEILING FINISHES

Board Finishes

Plasterboard Ceilings; Gyroc ceilingboard finish; single layer of 12.5mmGyroc ceiling boards; screw fixed;hung from 25mm s/w battens fixed tojoists; with 2.5mm plaster skimfinish; plasterboard to be staggeredtaped and jointed to flush finish;to be installed in strict accordancewith manufacturer's instructions;include for plaster bead wherenecessary; include for all expametangle beads; as per Architect'sspecification and drawings

Ceilings


B extra over for; moistureextra overresistant board m2 4

C Exceeding 300mm; Sloping to roof m2 31

Boxing out to garage blockwork /steel

D Girth 900 - 1050mm; include forall labour and materials;complete m 6


Insulation; Knauf quilt insulationor equal and approved to be placedbetween ceiling joists; ensuring nogaps and fitted to manafacturersrecommendations all as perArchitects specification and drawing305

Insulation; thermal

E 200mm overall thickness; includefor all cutting and placing ofinsulation necessary m2 65





Flexible Sheet Finishes

Isover airtightness & humidity-variable vapour check memebrane;Tescon Profil sealing tape at alljunctions and joints in strictaccordance with manufacturersinstruction; all as per Architectsdrawings and spec

Ceilings


Air tightness tape to wall / ceilingjunction; sealing membrane to wallsurface to provide air tight layer;as per Architects specification anddrawings

Ceilings (wall / ceiling junction)

B To wall / ceiling junction Item 1





Sundries

Attic Hatch; PROFAB 1000FR seriesrange of steel lockable accesspanels, Fire Rated Metal AccessPanels for Ceilings and Walls,Mode4l No. 1000 BF/PL, or equal andequivalent; insulated attIc hatchdoor fitted with an upper draughtseal at all 4 edges; Frame: 1.2mmthick, electro-galvanised mildsteel, incorporating a simulated drywall edge : bead profile (BF),Factory welded to specified size andfinished white powder coated primer,Door: 1.2mm thick, electro-galvanised mild steel flush facedtray finished white powder coated :primer, Locks: Concealed budget lockon the rear of the door, operatedfrom the front face with an 8mm key(included); fixed in accordance withmanufacturers instructions; all asper Architects specification sectionL20.630 and P10.170

Access hatch

A Size 600 x 600mm no 1


B Draught seal m 3

J - WOODWORK


Softwood to B.S. 1186-3; red deal;wrought; supplied by doormanufacturer; all as per Architectsspecification section P20.110

Second fixings; architraves to attichatch

C 69 x 19mm softwood architraves;used as stop m 3

D 69 x 19mm softwood architraves;surround m 3






Painting

Paint to I.S. 32; to clean dry base;1nr. initial coat of White DuluxTrade Diamond Matt Emulsion paint;2nr. finishing coats of White DuluxTrade Diamond Matt Emulsion paint orequal approved; all to Architect'sspecification and drawings



B Exceeding 300mm; sloping m2 31

Moisture Resistant Dulux Bathroompaint; Colour: Brilliant white; 1undercoat and 2 finish coats as perManufacturers specification; all asper Architects specification

Ceilings






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(47) ROOF FINISHES

I - ROOFING, CLADDING &WATERPROOFING

Tile and Slate Coverings

New Bangor Blue Natural slates;supplied by Lagan Buildingsolutions; closely matching theexisting finish of adjacentproperties; 60mm minimum headlap;laid to BSEN -12326-2:2004 and tomanafacturers recommendations; on 38x 50mm treated s/w battens battens;A1 protect felt 150mm minimumhorizontal lap; 100mm vertical lap;copper nail fixed; all in accordancewith Architects drawing13.54.005.001 and Architectsspecification section F




B Eaves courses in box valley infull accordance with BSEN -12326-2:2004 and to Architects drawing m 48





New Bangor Blue Ridge tile to matchexisting; Colour: as perexisting;not less than 178mm rings;edge bedded onto tiles with solidbedding at butt joints and securedwith stainless steel straps at ends;all mortar shall be coloured tomatch tiles and consist of 3 partssand to 1 part cement and should bestruck off to give a smooth face andpointed on one operation; end ridgetiles to be mechanically fixed inaccordance with the detaileddrawings and the manufacturersrecommendations and fastened withgalvanised anchors to the bottom ofa hip; all in accordance withArchitects spec

Ridge tile

A Ridge courses in full accordancewith BSEN -12326-2:2004 and toArchitects drawing m 20

B Hip courses in full accordancewith BSEN -12326-2:2004 and toArchitects drawing; raking m 20

C Glidevale or equivalent roofspace ventilators no 2

D Glidevale or equivalentcontunuous eaves ventilatiors m 48

E Glidevale type G6 or equivalentsoil vent pipes no 2





Flexible Sheet Metal Coverings

Milled lead sheet BS 1178 1982; CodeNo. 4, 19mm lapped joints; flashings

Valley flashing; dressed toblockwork or brickwork base one sideand dressed up roof slope on otherside

A Code 5 lead flashings to valleysto BS 1178 / 6915 laid to falls;dressed up the masonry on oneside ensuring good lap under thecounterflashing; coating ofpatination oil to both sides ofthe lead, angle fillets asrequired; on a layer of breatherpaper to separate from timber /masonry; laps and lengths as perspec; all as per Architectsspecification and drawings m 44

Counter flashing

B Code 5 lead counter flashings tobox valleys; to BS 1178 / 6915chased / built into masonry anddressed down parapet wall lappingover valley finish; coating ofpatination oil to both sides ofthe lead, on a layer of breatherpaper to separate from timber /masonry; laps and lengths as perspec; all as per Architectsdrawings and specification m 44

C Code 5 lead counter flashings toflat roof section; to BS 1178 /6915 chased / built into masonryand dressed down parapet walllapping over flat roof finish;coating of patination oil to bothsides of the lead, on a layer ofbreather paper to separate fromtimber / masonry; laps andlengths as per spec; all as perArchitects drawings andspecification m 13






A RWP drainage outlets; include foradditional waterproofing,insulation and roof finishes workassociated with installation ofdrainage outlets; all inaccordance with Architectsspecification and drawings(provisional) no 3

Trocal roof system; on bitumenimpregnated fibreboard; on vapourcontrol layer; system fitted as perManufacturers Specification; all asper Architects drawing 305 detail 2

Roof Coverings

B Horizontal; exceeding 300mm wide m2 6

C Vertical; exceeding 300mm wide;upstand to parapet wall; 35mmrigid insulation upstand; sealedby overlapped counter flashing m 13


D RWP drainage outlets; include foradditional waterproofing,insulation and roof finishes workassociated with installation ofdrainage outlets no 4

R - DRAINAGE ( rainwater goods)

Disposal Above Ground

Alumasc Heritage Range or equalapproved; finish to be polyesterpowder coated; colour to be selectedby the Architect; fixed in strictaccordance with manufacturer'sinstructions; all as per Architect'sspecification

Fasia and Soffit

E Fascia and soffit non vented ;Girth 150 -300mm; 140mm Powdercoated aluminium fascia m 10





Selected aluminium downpipes; finishand colour to be selected by theArchitect; downpipes fixed in strictaccordance with manufacturer'sinstructions, include for all fixingbrackets and works associated withconnection of all brackets to brickwall; all as per Architect'sspecification

Downpipes

A Downpipe; concealed in cavity m 11


B Swan neck; connections no 4

C Shoes no 4

Selected cast aluminium hopperheads; fixed in strict accordancewith manufacturer's instructions,include for all fixing brackets; allas per Architect's specification

Hopper heads

D Complete no 4

Seamless Gutters; 100mm diameterhalf round plain profile; 75mmoutlet size; seamless; fixing withbrackets to fascia at 900mm centresand at joints; Colour Ral to matchroof; all as per Architects spec

Gutters; nominal size 100mm;

E Aluminium; non corroding; to belaid accurately to a continuouseven fall or 1 in 300mm minimum m 4

F extra; outlets no 1

G extra; swan neck; connection no 1

H extra; stopped ends no 1





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(74) SANITARY FITTINGS

T - FITTINGS


WC suite, to DEFRA WC suiteperformance specification (UKStandard) or equal and approved inIreland; Pedestal, low levelcistern; "Fresssh Georgia" dual-flush WC and cistern (Code No. CL002Georgia); consisting of whitevitreous china; pan to BS EN 33 andBS EN 997; complete with seat andcover to BS 1254, plastic, colour tomatch pan; pan connector to BS 5627,colour white to match pan; cisternto BS 1125, colour white to matchpan; flushing arrangement: compacttype float operated valve and siphonto BS 1212-4 and BS 2456; operatingcontrol: lever handle, chromeplated; dual flush 6 or 4L; flushpipe: plastics, white; inletconnector and supports; all as perArchitect's specification

WC suite

A P-trap or S-trap pan and cisternfixed with screws to backgroundsrequiring plugging; connectingpan with WC adapter no 1





Fresssh Georgia or equal andapproved; WHB and pedestal (code No.PB003 Georgia; consisting of whitevitreous china; with two tap holes;basin mounted on concealed mountingbrackets and fixing clamps; Wastesto BS 274-1, -2 and -3: chain andplug - DN 40, stainless steel plugand chain (not the rod type), tailslotted; traps - tubular, P type, DN40, plastics white colour, depth ofseal 50mm; pair of spray-nozzle typetaps, thermostatic controlled levertap; marked either 'H' or 'C.; allas per Architect's specification

Wash hand basin

A 500 x 400mm; fixing hangersmasonry background no 1

Sink; to BS EN 13310; stainlesssteel, colour and finish brushedsteel; deck mounted sink mixer withtwo tapholes with 75mm(3_) userfriendly levers and swivel spout;plug and chrome - AGA/Leisure; Mixertaps: "Riviera Lever Chrome" levertap, chromed steel; Wastes to BS EN274-1, -2 and -3: plug and chain,chromed steel with slotted tail;traps - tubular, P trap, DN 40,plastic, depth of seal 75m;m as perArchitects specification sectionN11.350

Sink

B 1000 x 600mm, single bowl, singledrainer; insert into worktop withperimeter bedding sealant no 1

Shower; Thermostatic valve, chromefitting head and hose; pvc showertray; chrome gully

Shower

C 900mm x 1200mm no 1






A Shower door glazed unit chromefittings; 1200mm x 1800mm no 1

Sundries

Sanitary Ware Accessories

Mirror 6mm thick polished clearfloat glass; chromed and protectedwith copper backing to BS 952; 25mmbevelled edges recessed into tiledwall

B 600mm x 900mm no 1

Toilet roll dispensers; stainlesssteel spec

C 250mm x 250mm no 1

Towel rail; stainless steel

D 500mm long; fixed to plaster base no 1





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WALSH ASSOCIATES (79) BUILDING FITTINGS & FURNITURE

(79) BUILDING FITTINGS & FURNITURE

T - FITTINGS





(79) BUILDING FITTINGS & FURNITURE (Cont)





Fitted Units to Kitchens; to BS6222-2 and -3 and BS EN 14749;Worktops: 38mm laminated Formicaworksurfaces with preformed bullnoseedges, colour and finish subject toArchitects approval; Doors: Highgloss Formica (or equal andequivalent) bonded onto MDF finsihthickness 19-20mm, edged with PVCslippings, 2.1mm PVC edges;Carcassing: Units to be divided intocabinet sizes as specificed, allcarcassing to be constructed ofmoisture resistant 15mm MDF withwhite melamine finish; Shelving: Atleast one adjustable shelf to beprovided to each high level and lowlevel units as per drawing, shelvesto comprise of moisture resistant15mm MDF with white melamine finish;Aluminium Workstop Ends: Allow forsupply and fitting of workstop endsas required for each kitchen type;Trims: Allow for supply and fittingof workstop ends as required foreach kitchen type; Sinks: stainlesssteel sink and taps, allow forforming opes of sink and taps;Hinges: by Hafele (or equal andequivalent) adjustable concealedwith at least one 180 degree openingswing, hinges to be europeonmanufacture with CE marking;Handles: to be best durable qualitystainless steel D-handles by Hafele(or equal and equivalent), handlesto be european manufacture with CEmarkings; Corner unit: allow forprovision of 1 no. Hafele (or equaland equivalent) twin shelf halfcircle carousel set; Drawer Units:Integral Hafele (or equal andequivalent) metal drawer sides/runners with nylon runners and frontfixing brackets for drawer fronts;Warranty: Tenderers are remindedthat there is a 12 month defectsliability period on the project andthat general defects will have to bemade good during that time,Ondividual components permanufacturers warranty; all as perArchitects drawings andspecification





Kitchen unit

A Complete; no 1

Equipment: Bedroom Wardrobe andshelving

Main Cupboard

Built-in bedroom wardrobe; timber toBS EN 942; standard to BS EN 527;MDF faced with melamine plastic;appearance class J2; medium densityfibreboard to BS EN 622.5, type MDF;Metal: chrome finished hinges towardrobe doors, chrome finishesclothes rail and chrome finishedhandles; materials: 19mm melanimefaced MDF doors with grey uPVCedgings all around to softwood framefixed to walls; 19mm melanime facedside panels and internal divisions;3 no. 19mm thick melamine finishedshelves spanning full width, 4mmfinished melanine finished back;include for everything necessary;finishes melamine face; adhesive toBS 1203; Fixings: legs screwed toworktop; fasteners: 75 x 3.5mm coachscrews; all as per Architectsspecification section N10.110

Built-in Bedroom Cupboard

B 1320mm wide x 600mm deep x 2400mmhigh; 2 no. 660mm wide x 2100mmhigh lower doors and 2 no. 660mmwide x 300mm high upper doors no 1

J - WOODWORK

Shelves to hot press / Storage

Structural and First Fitting

Softwood to B.S. 1186; white deal;wrought

First fixings; bearers

C 44 x 32mm screw fixing tostudwork and blockwork m 10





Boarding and second fixing

Softwood to B.S. 1186; white deal;wrought; as per Architectsspecification section N11.371

Isolated shelves; slatted shelving

A 44 x 19mm slats at 50mm centres;in 900mm lengths m2 6


Painting

Paint to I.S. 32; to clean base; onecoat approved wood primer, two undercoats; one coat of varnish; all asper Architects specification sectionM60.161


B Not exceeding 300mm wide m 10

C Exceeding 300mm wide (slattedshelving) m2 6





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SUMMARY Page No.

(19) SUBSTRUCTURES 1/9

(21) EXTERNAL WALLS 2/7

(22) INTERNAL WALLS 3/2

(27) ROOF STRUCTURE 4/5

(28) FRAME 5/5

(31) EXTERNAL WALL COMPLETIONS 6/8

(32) INTERNAL WALL COMPLETIONS 7/3

(37) ROOF COMPLETIONS 8/3

(41) WALL FINISHES EXTERNALLY 9/2

(42) WALL FINISHES INTERNALLY 10/3

(43) FLOOR FINISHES 11/4

(45) CEILING FINISHES 12/5

(47) ROOF FINISHES 13/6

(74) SANITARY FITTINGS 14/4

(79) BUILDING FITTINGS & FURNITURE 15/5




WALSH ASSOCIATES (59 MECHANICAL INSTALLATION

(59 MECHANICAL INSTALLATION

NOTES

A 1. All items to be priced. Theuse of terms such as "included"is not acceptable Note

M - MECHANICAL INSTALLATIONS

Mechanical Building ServicesInstallations

The following elements are to haverates inserted which are carriedforward from SEHA Technical Servicestender summary and in strictaccordance with SEHA TechnicalServices drawings and specificationdocuments accompanying this tender

Element 50 - General

B 1. General preliminaries Item 1

C 2. Insurances, warranties etc Item 1

D 3. Co-ordination with othertrades and staff Item 1

E 4. Digital Operation andMaintenance Manuals Item 1

F 5. Attendances on utilitiessuppliers Item 1

G 6. Programme, site supervision &setting out Item 1

H 7. Amount for SpecialistCommissioning engineers to reporton actual flow rates of primarymechanical services Item 1

J 8. Amount for working drawings Item 1

K 9. Amount for strip out ofredundant mechanical services toinclude, existing boilers,radiators, pipework, redundnantwaste services, broken actuators,faulty valves, etc Item 1




(59 MECHANICAL INSTALLATION (Cont)

Element 52 - Soils and WasteServices

A 1. Amount for the supply,installation testing andcommissioning of new wastesystems to the Main building toinclude new showers, toilets, teastations and canteen areas,comprising final connections tofixtures as per the 52 seriesdrawings. Item 1

B 2. Amount for fitting of newSoils and waste to new showersand tea Stations. Item 1

C 3. Amount for new commercialgrade Saniflo units for soils &waste services to basement areaand tea stations. Item 1

D 4. Amount for the supply,installation testing andcommissioning of new waste systemto the Mews buidling. Item 1

Element 53 - Water Services

E 1. Amount for the supply,installation testing andcommissioning of new watersystems to the new showers,toilets, tea stations and canteenareas, comprising mains waterconnections, distributionpipework, and final connectionsto fixtures as per the 53 seriesdrawings. Item 1

F 2. Amount for the supply,installation testing andcommissioning of a new 9000 litreGrey water tank and packagedbooster set. Item 1

G 3. Amount for the supply,installation testing andcommissioning of a new 8000 litreCWS tank and packaged boosterset. Item 1





A 4. Amount for the supply,installation testing andcommissioning of a new 180 LitreDHWS cylinder and secondaryreturn pump. Item 1

B 5. Amount for the supply,installation testing andcommissioning of a new Solarwater heting system to serve theDHWS cylinder in the Mainbuilding. Item 1

C 6. Amount for the supply,installation testing andcommissioning of a new Solarwater heting system to serve theDHWS cylinder in the Mewsbuilding. Item 1

D 7. All water systems to bethermally shocked, chlorinatedand sterilised. Item 1

E 8. Amount for full cleaning,sterilizing & testing of allwater services pipework.

Element 54 - Gas Services

F 1. Amount for the supply,installation testing andcommissioning of a new gaspipework installation as per the54 series drawings. Item 1

G 2. Amount for the supply,installation testing andcommissioning of a new gasdetection system. Item 1

Element 56 - Heating Services

H 1. Amount for the supply,installation testing andcommissioning of a new LPHWsystem to include theinstallation of a new condensinggas boiler, flue, pumps, etc tothe Main House as per the 56series drawings Item 1





A 2. Amount for the supply,installation testing andcommissioning of a new packagedunderfloor heating system to thebasement level of the Main Houseas per the 56 series drawings. Item 1

B 3. Amount for the supply,installation testing andcommissioning of a new radiatorheating system to the Ground,First & Second floors of the Mainhouse as per the 56 seriesdrawings. Item 1

C 4. Amount for the supply,installation testing andcommissioning of a new packagedunderfloor heating system to theMews Building as per the 56series drawings. Item 1

D 5. Amount for the supply,installation testing andcommissioning of a new packagedair source heat pump and buffervessel system to the Mewsbuilding. Item 1

E 6. Amount for installation ofTRV's on all existing radiatorsin new meeting rooms and huddlerooms. Item 1

F 7. Amount for full cleaning,sterilizing, testing andcommissioning of all LPHWservices pipework including allattendances and testcertificates. Item 1

Element 57 - Ventilation Services

G 1. Amount for the supply,installation testing andcommissioning of new supply andextract ventilation systems tothe building including allrequired fire dampers and VCD’sas shown on the 57 seriesdrawings. Item 1





A 2. Amount for strip-out of allexisting grilles including safestorage prior to re-installationas part of fitout. Item 1

B 3. Amount for the supply andinstallation of Primary supplyand extract ducting from heatrecovery units. Item 1

C 4. Amount for the supply andinstallation of insulation ofducting from heat recovery units. Item 1

D 5. Amount for the supply,installation testing andcommissioning of a new MVHRventilation system to the Mewsbuilding. Item 1

E 6. Amount for the supply,installation testing andcommissioning of a new toiletextract fans and cooker extractfans. Item 1

F 7. Amount for the supply,installation testing andcommissioning of new heatrecovery ventilation units to thebasement areas as indicated onthe accompanying drawings. Item 1

G 8. Amount for commissioning ofVentilation systems. Item 1

Element 58 - Protective Services

H 1. Amount for supply andinstallation of fireextinguishers. Item 1

J 2. Amount for supply andinstallation of fire blankets. Item 1

Element 59 - Controls

K 1. Amount for the supply,installation testing andcommissioning of a new MCC panelfor the Main House Item 1





A 2. Amount for the supply,installation testing andcommissioning of a new Controlssystem for the Mews Building. Item 1

Commissioning

B 1. Complete commissioning of allmechanical plant systems -Ventilation, AC, LPHW, WaterServices, S&W pre handover. Item 1

C 2. Amount for the supply andinstallation of a new BMS frontend and controls system as perthis specification. Item 1

Miscellaneous Items

D Any Other Miscellaneous Items Item 1

BUILDERS WORK

Sundries in plumbing and heatinginstallations

E Allow for executing all builderswork in cutting of holes, etc. Item 1

F Painting all exposed pipes Item 1

G Allow for the forming, trimmingand firestopping for thefollowing; 100mm diameter wastepop-ups no 1

H Allow for the forming, trimmingand firestopping for thefollowing; 40mm diameter wastepop-ups no 4

INSPECTION, TESTING, COMMISSIONING &HANDOVER

In full accordance with mechanicalspecification and services drawings

J Liaison with and co-ordination ofthe installation Item 1

K Site supervision, site facilitiesand waste disposal Item 1





A Inspection of installation,complete Item 1

B Final clean of installation,complete Item 1

C Testing installation, complete Item 1

D Commissioning installation,complete Item 1

E Operating & maintenance (O&M)manuals Item 1

F As-built drawings Item 1

G Co-ordinated drawings Item 1

H Client demonstration and handover Item 1

J Identification plates and labels Item 1





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WALSH ASSOCIATES (69) ELECTRICAL INSTALLATION

(69) ELECTRICAL INSTALLATION

NOTES

A 1. All items to be priced. Theuse of terms such as "included"is not acceptable Note

N - ELECTRICAL INSTALLATIONS

Electrical Building ServicesInstallations

The following elements are to haverates inserted which are carriedforward from SEHA Technical Servicestender summary and in strictaccordance with SEHA TechnicalServices drawings and specificationdocuments accompanying this tender

Element 60 - General

B 1. General preliminaries Item 1

C 2. Insurances, warranties etc Item 1

D 3. Co-ordination with othertrades and staff Item 1

E 4. Digital Operation andMaintenance Manuals Item 1

F 5. Attendances on utilitiessuppliers Item 1

G 6. Strip-Out Works (by others) Item 1

H 7. Programme, site supervision &setting out Item 1

J 8. Amount for working drawings Item 1

Element 61 - Electrical Plant andEquipment

K 1. Amount for supply,installation, testing andcommissioning of new meteringenclosure adjacent main entranceand associated cabling. Item 1




(69) ELECTRICAL INSTALLATION (Cont)

A 2. Amount for supply,installation, testing andcommissioning of new distributionboard to the basement level ofthe main building and associatedcabling. Item 1

B 3. Amount for supply,installation, testing andcommissioning of new MEWS DB andassociated cabling. Item 1

C 4. Amount for supply,installation, testing andcommissioning of IP65 powersupply to external sump pump. Item 1

D 5. Amount for supply,installation, testing andcommissioning of new rack mountedUPS to 2nd floor communicationsroom and associated cabling. Item 1

Element 62 - General Services andSmall Power

E 1. Amount for supply,installation, testing andcommissioning of general servicesas called up on the electricalequipment schedule and series 62tender drawings. Item 1

Element 63 - Lighting

F 1. Amount for supply,installation, testing andcommissioning of new lightfixtures to the basement level. Item 1

G 2. Amount for supply,installation, testing andcommissioning of new lightfixtures to the ground floorlevel. Item 1

H 3. Amount for supply,installation, testing andcommissioning of new lightfixtures to the first floorlevel. Item 1





A 4. Amount for supply,installation, testing andcommissioning of new lightfixtures to the second floorlevel. Item 1

B 5. Amount for supply,installation, testing andcommissioning of new lightfixtures to the Mews Building. Item 1

C 6. Amount for supply,installation, testing andcommissioning of new lightingcontrol devices (switches,presence detectors etc.) Klikboxes and associated cabling. Item 1

D 7. Amount for supply,installation, testing andcommissioning of externallighting throughout the site asper drawings and specifications. Item 1

E 8. Amount for supply,installation, testing &commissioning of emergency andescape route lighting. Item 1

Element 64 - Data / CommunicationsInstallation

F 1. Amount for supply,installation, testing andcommissioning of new Cat 6A datainstallation. Item 1

G 2. Amount of supply andinstallation of new datacabinets. Item 1

Element 65 - Electrical Services toMechanical Equipment

H 1. Amount of supply, installationand termination of power tomechanical equipment. Item 1

J 2. Amount of supply, installationand termination of controlscabling. Item 1





Element 66 - Electrical Containment

A 1. Amount for supply andinstallation of Containmentthroughout. Item 1

Element 67 - Fire Detection andAlarm System

B 1. Amount for supply,installation, testing andcommissioning of new firedetection and alarm system. Item 1

Element 68 - Protective Services

C 1. Amount for new LightningProtection & Surge Protectionsystem (provisional sum) 1 10,000 00

D 2. Amount for new Disabled RefugeSystem. Item 1

E 3. Amount for new Disabled AlarmSystem. Item 1

F 4. Amount for Access ControlSystem. Item 1

G 5. Amount for CCTV System. Item 1

H 6. Amount for Intruder AlarmSystem. Item 1

J 7. Amount for leak DetectionSystem. Item 1

Miscellaneous Items

K Any Other Miscellaneous Items Item 1





Builders Work

All in condunction with Electricaldrawings and Service EngineersBuilders work schedule

Attendance for opes in the ceiling

A Provide openings within theceiling for the installation ofSecondary containment 25mmdiameter opes Item 10

B Provide openings within theceiling for the installation oflight fittings 25mm diameter opes Item 10

Attendance for opes in walls

C Fire stop / make good allopenings following theinstallation of services 25mmopes no. 10

D Opes 100 x 300mm through externalwall; seal and make good afterand seal with intumescent firecompound no. 10

E Opes 100 x 100mm through externalwall; seal and make good afterand seal with intumescent firecompound no. 10

Chases

F Allow for the forming, trimmingand firestopping for thefollowing; chases for conduitsand low level single back boxesat low level no 12

G Allow for the forming, trimmingand firestopping for thefollowing; chases for conduit andsingle back boxes at high level no 18

H Allow for the forming, trimmingand firestopping for thefollowing; chases for conduit anddouble back-boxes at low level no 15





A Allow for the forming, trimmingand firestopping for thefollowing; chases for conduit anddouble back-boxes at high level no 12

Grounds and supports for ceilingmounted services

B 15mm plywood grounds grounds andsupports for the installation ofceiling mounted service; 200 x200mm grounds no 10

C 15mm plywood grounds grounds andsupports for the installation ofsecondary containment serviceswithin the ceiling void; 50 x50mm grounds no 10

General items

D Mains and wiring routes shall beascertained by the contractor atan early stage so that ways maybe left to recieve them to avoidunnecessary cutting away. Theroutes shall be approved by theArchitect or Inspector. Provideopes in walls/ floors/ ceilingsfor the electrical cable routesand provide sealant around same. Item 1

ESB Requirement

E The contractor shall beresponsible for arrangingelectrical services supply toindividual houses. A PVC ductcomplete with draw line shall beformed by the general contractorfrom the footpath to the point ofentry at each house adjacent tothe meter position. Item 1





Wiring Requirement

A Provide holes bored through cenreof joists and spacing inaccordance with best practice andbuilding regulation guidelines.Provide adequate timber supportsin the attic space for wiring tobe clipped to. Item 1

B Provide chases in solid walls forplastic conduits to all switches,sockets and other circuit outletdrops. Item 1

Conduits Requirement

C Allow for enclosure of allconduits in stud partitions toall switches, sockets and othercircuit outlet drops. Item 1

Main Consumer Unit Requirement

D Provide ope in walls for theenclosure of the main consumerunits. The consumer unit positionwill be indicated on the houseplans and the final position willbe approved on site by theArchitect or Inspector. Consumerunit is not to be mounted morethan 2.25m above finished floorlevel to top of unit. Item 1

Lighting Requirement

E Provide chases in solid walls forall light switches. All lightswitches to be installed as perdrawigs and specification Item 1





Socket Outlets Requirement

A Provide chases in walls for allthe socket outlets. Sockets to bemounted a minimum of 400mm abovefloor level, to bottom of socket.Socket outlet points areindicated generally onServiceEngineers drawings but the actualposition will be determined onsite by the Architect orInspector. Item 1

Switch and Socket Requirement

B Provide timber grounds and screwfixed with non-corrosive screws. Item 1

Cooker Outlet Requirement

C Provide chase for conduit sunk inwall, wired from cooker switch toconnection outlet 600mm abovefloor level in centre of spacefor cooker position. Item 1

Telephone and Television Requirement

D Provide chases for conduits andoutlet boxes in solid walls.Provide timber grounds with non-corrosive screws for each outletbox. Item 1

General Requirement

E Heights of switch and socketpositions for disabled and ederlyto be individually agreed on sitebefore electrical installationcommences to these areas. Item 1





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WALSH ASSOCIATES (66) LIFT INSTALLATION

(66) LIFT INSTALLATION

N - ELECTRICAL INSTALLATIONS

Generally

Transport installations; Lifts; Theworks shall include the full supply,installation, testing andcommissioning of 1 No. fully Part Mcompliant 8 person, 630kg machine-room-less passenger lift with aminimum speed of 1m/s with a premiumfinish to serve the followinglevels: - Passenger Lift (DoubleSided), - Basement Floor to SecondFloor; The lifts shall be installedto, with all components incompliance with B.S. 2655, B.S.5655, BS ISO-1:1999 and EN81 BSEN81-3 : 2001, BSEN81-70 :2003 includingnew European Lift Directive latesteditions including all amendments,BSEN81-72 :2003, BS 9999:2008; allas per SEHA Technical ServicesPassenger Lift Spec

Supply, deliver and installation ofthe following lifts;

A Main Passenger Lifts nr 1

Builders Works

General Items

B Temporary light and power supplyfor construction purposestogether with permanent power

for testing and commissioning of the machinery. Item 1

C Datum levels for the alignmentand positioning of equipment Item 1

D Protective barricades across eachlanding door opening into thelift shaft. Barricades shall

comply with the requirements ofthe relevant Statutory

Authority. Item 1

E Suitable dry storage area forequipment and tools. Item 1




(66) LIFT INSTALLATION (Cont)

A Provide a clean dry lockable sitestorage area from the timematerial is received on site

until completion of thecontract. Should there be no sitestorage when materials arrive

and/or the building structure isunable to accommodate such,provide off site storage andsecondary handling to site. Item 1

B Allow for hoisting of equipmentas requested by the Lift ServicesContractor. Equipment and materials which are hoistedshall be landed on the requiredfinal level. Provide a clear path

for thetransfer of suchequipment from the landing pointto the final location for the

equipment and materials. Item 1

C Floor covering to lift car as perArchitects Spec. Item 1

D BWIC with lift services Item 1

E Maintenance during defectsliability period Item 1

F Preparation of working andbuilders work drawings relatingto lift services Item 1

G O&M manuals and record drawingsrelating to lift services Item 1




(66) LIFT INSTALLATION (Cont)

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SUMMARY Page No.

(59 MECHANICAL INSTALLATION 1/8

(69) ELECTRICAL INSTALLATION 2/9

(66) LIFT INSTALLATION 3/3




WALSH ASSOCIATES (06) PRELIMINARIES

(06) PRELIMINARIES

A Clause numbering is the same asthat in the Preliminaries Sectionof the Agreed Rules ofMeasurement (ARM4) Note

1.0 Preliminary Particulars

B The clause headings of the Formof Contract are included at 2.1bbelow for pricing. Unlessspecifically itemised elsewherein these Preliminaries, any costsfor or in connection with anycontractual requirements orobligations arising from theseclauses should be included underthe clause headings at 2.1b. Inaccordance with the Agreed Rulesof Measurement, some items arelisted separately for pricing. Note

C All costs arising from or inconnection with the following areto be included in the tender Note

1.1 Project, parties and consultants

1.1a Name and nature of project

D New Embassy of India,

1.1b Location of project

E 69 Merrion Road, Dublin 4; asshown on the enclosed sitelocation on the Architect'sdrawing Item 1

1.1c General description of theWorks

The proposed project consists of theRepair, conservation andrefurbishment works to 69 Merrion Rdfor use as an embassy office withthe construction of: -

F 1. a new rear garden pavilionextension building with fullbasement under.




(06) PRELIMINARIES (Cont)

A 2. a new first floor gableextension with a gated Undercroftand rear Driveway Access under.

B 3. a caretaker accommodation mewsat the rear of the site

C 4. a basement to second floorlift central to the main existingdwelling.

D 5. The basement to include plantspace, storage rooms, staffkitchen, a two storey stairs andlift extension.

E 6. The external works and thefront and rear garden upgrade

1.1d Names and addresses of Employerand Consultants

Office of the Ambassador of India,IRL

6 Leeson Park, Dublin 6

Architect/Landscape Architect:

Brennan, Culleton, Fitzgerald 1 Herberton, 26 St. James Walk, Rialto, Dublin 8 Tel: +353 (0)1 - 5352674 E-mail: [email protected]

Consulting Engineer:

Albert Fry Associates 125 Ormeau Road Belfast BT7 1SH Tel: +44 28 90 322025 E-mail: office@albertfryassociat-

es.comQuantity Surveyor:

Walsh Associates 296a. Beechwood Court Stillorgan Co Dublin Tel: +353 (0)1 210 8635 E-mail: [email protected]





A The Contractor shall note thatthe above or their appointedrepresentatives will be empoweredto visit the site and tosupervise all or any of the work.The Contractor shall observetheir instructions and directionswith regard to same and shallcollaborate with them fully andto any extent that may berequired, provided always thatthe Architects directions withregard to all or any of the workshall be final and binding. Item 1

1.2 Description of site (Lands madeavailable for the Works)

1.2a The boundaries of the site are

B See Architect's dwg. 401 SitePlan for existing site boundary,and existing site survey bu BDSurveys Item 1

1.2b Means of access to the site andposition of the Works

C See dwg. 401 Site Plan, andexisting site survey bu BDSurveys Item 1

1.2c Adjacent or abutting buildings

D See dwg. 401 Site Plan, andexisting site survey bu BDSurveys Item 1

1.2d Existing services on, under orover the site

Services known to exist are: -

E See Architect's dwg. 401 SitePlan for existing site boundary,and existing site survey bu BDSurveys Item 1

F The contractor is responsible forLiaising with ESB, Eircom andBord Gais regarding provision /alterations of services providedfor the works. Item 1





A The Contractor shall notify theutility provider prior toexcavating near, under or overlive services. Item 1

B The Contractor shall proceed withall excavation work near, underor over these pipes, followingstrict guidance and practices asoutlined by the utility provider Item 1

1.2e Visiting the site

C The site should be inspected byarrangement with the Employer, inorder to ascertain existing siteconditions, and for tenderer tosatisfy himself as to extent ofdemolitions required etc. PhoneMr Brian Brennan 00353 86 2562451

1.3 Drawings and other documents

1.3a Drawings and other documentsused for the preparation of thisPricing Document and issued toTenderers

D These are listed in Appendix A Item 1

2.0 Contract

2.1 Form, type and Conditions ofContract

2.1a Form of Contract

E The Building Contract (WhiteForm) by the R.I.A.I. dated 2002First Edition - Revised January2004 Where Quantities Form Partof the Contract shall apply andthe Contractor shall enter intoan agreement with the Employerunder this form. Item 1





2.1b Schedule of clause headings

A Nothing in the Drawings,Specification, or Bill ofQuantities shall override, modifyor affect in any way whatsoeverthe application or interpretationof that which is contained in theConditions of Contract. Item 1

B The Contractor shall make fullprovision in his tender forcomplying with the Articles ofAgreement and all the conditionsof the contract. Item 1

C In the following Clauses wherereference is made by Heading andClause number, theses refer tothe Articles of Agreement andshall be read as though hereincontained in full and theContractor shall include for anypayment he requires for complyingtherewith. Insurance should bepriced separately in Element(07). Note

D Contract Details Item 1

E Contract Information Item 1

F The following is a schedule ofthe insertions to be made in theContract Information to theconditions:- Note

G Clause 3.1: The Agreed Date: 10workings days prior to receipt oftenders Item 1

H Clause 3.2: The Starting Date:TBA Item 1

J Clause 3.2: The Finishing Date:TBA Item 1

K Clause 2.5: Liquidated Damages: €_______ per week Item 1

L Clause 2.6.1: Interval forCertificate Issue: Monthly Item 1





A Clause 2.6.3: RetentionPercentage: 5% Item 1

Clause 2.6.3: Retention Limit: N/A

Clause 2.6.4: Location of JointAccount: N/A

B Clause 2.6.5: Defects Period: 12months Item 1

C Clause 5.1.1: Minimum Sum forPublic Liability Insurance:€6,500,000 Item 1

D Clause 1: The Works Item 1

E 1.1 Contract Control: Item 1

F 1.2 Contract Documents: Item 1

G 1.3 Statutory Notices: Item 1

H 1.4 Setting Out: Item 1

J 1.5 Site Staff: Item 1

K 1.6 Sub-Contracts: Item 1

L 1.7 Artists or Specialists: Item 1

M Clause 2: The Contract Sum Item 1

N 2.1 Legislation: Item 1

P 2.2 Variations: Item 1

Q 2.3 Omitted Work: Item 1

R 2.4 Provisional Sums: Item 1

S 2.5 Late Finishing: Item 1

T 2.6 Payment: Item 1

U 2.7 Price Variations: Item 1

V Clause 3: The Time Item 1

W 3.1 Agreed Date and "Days" Item 1

X 3.2 Starting and Finishing Item 1





A 3.3 Completion Item 1

B Clause 4: Disputes Item 1

C 4.1 Termination Item 1

D 4.2 Dispute Resolution Item 1

E Clause 5: Insurances Item 1

F 5.1 Liability of the Parties Item 1

G 5.2 The Works Item 1

H 5.3 Insurance Polocies Item 1

J The following is a schedule ofthe insertions to be made in theContract Information to theconditions:- Note

K APPENDIX A Note

L The Contractor to comply with allwritten Amendments found inAppendix A of the Contract. Item 1

GENERAL MATTERS:

M Item for convenience in pricing. Item 1

All items must be in ink indetail and should any item hereinbe left unpriced, it shall beheld to be included in the pricesgiven for other items of thework.

N The Contractor shall include inhis tender for Value Added Tax.The Contractor shall price andwill be deemed to have priced allitems in the Bill of Quantitiesexclusive of Value Added Tax.P.C. sums and Provisional Sums asstated in the Bill of Quantitiesare exclusive of Value Added Tax. Item 1





The method of calculating theappropriate Value Added Tax isset out in the final page of theGeneral Summary of the Bill ofQuantities and value Added Taxshould be so calculated in thetender amount.

Terms "approved", "directed" and"selected"

A The terms "approved", "directed"and "selected" , shall mean theapproval, direction and selectionof the Architect (in writing). Item 1

Term "supply"

B Unless otherwise stated the word"supply" shall mean to includethe term "provide and fix" as isusually understood. Item 1

Dates of standard specification etc.

C Where reference is made in theSpecification or in the Bill ofQuantities to an Irish or BritishStandard Specification or code ofPractise, the issued shall bethat of the latest edition,Imperial or Metric,asappropriate. Item





2.2 Contractor's liability

2.2a Contractor's liability for riskor injury to persons and propertyand for damage to the Works

A The Contractor shall keep theEmployer indemnified against allclaims in respect of, or arisingout of, or in consequence of theWorks, or of any preparation orprovision of the Works and theContractor shall be responsiblefor and shall pay allcompensation for all damages andinjury to any person or personsor to any property occasioned bytrespass, whether wilful oraccidental, or any carelessnessor neglect in design orconstruction of temporary works,marking, watching, timbering,shoring and otherwise protectingthe adjoining buildings andpremises. Item 1

B The Contractor shall take allsuch precautions as may bereasonably necessary for thepurpose of preventing or avoidingaccidents or injury to any personor persons or to any property butno additional charge shall bemade or claim allowed in respectthereof. Item 1

2.2b Requirement of Contractor toeffect insurance

C The Contractor shall providethird party cover for at least€6,500,000 any one accident /unlimited in the period ofinsurance. see (07)

D The Contractor shall producecopies of his policies with theappropriate endorsements forinspection before the workcommences. see (07)





2.2c Where Employer intends torelieve Contractor of liability

A Policy exclusions will not bepermitted, which cover on use ofcutting or welding equipment orother portable tools for thework. Insurance must cover use ofsuch tools. Item 1

2.3 (Clause not used)

2.4 Local Authority Fees and Charges

B The Contractor shall pay allcosts in connection withobtaining any consents, complyingwith notices and shall pay alltaxes, fees and charges inconnection therewith, other thanthe following for which theEmployer undertakes to pay: - Item 1

C Fees to local authoritiesundefined Provide a ProvisionalSum of €8,700.00 1 8,700 00

D Fees to local authorities forroad opening license Provide aProvisional Sum of €15,000.00 1 15,000 00

2.5 Obligations and restrictionsimposed by the Employer

E Note: The following clauses 2.5a- 4z are general in nature. Theyshould be amended, edited ordeleted as appropriate toaccommodate particulars of anyproject-specific obligations orrestrictions imposed by theEmployer. Note





2.5a Access to and possession or useof the site

A The Contractor shall consult theconvenience of anybody who may beaffected by the work with regardto the approaches to be used,suitable times for makingdeliveries and all other mattersaffecting them. Parking ofContractor's and operatives' carsand other vehicles will be at thediscretion of the Contractor andany expense of same will be borneby the Contractor. Item 1

B The Contractor shall have fullregard to the safety of thepublic and except to the extentdescribed elsewhere herein, shallnot impede the flow of trafficand pedestrians. Item 1

C The Architect and any personauthorised by him shall at allreasonable times have access tothe Works and to the site and toall workshops and places wherematerials, manufactured articlesand machinery are being obtainedfor the Works. Item 1

D The Contractor shall, ifrequired, allow access to thesite and building for the staffof ESB, Bord Gais, Eircom,Forbairt or others carrying outinspections, tests, telephone andor other installations on behalfof the Employer. Item 1

2.5b Limitations of working space

E The Contractor is to confinetheir operations to within thesite Item 1





A The Contractor's boundaries shallbe agreed with the Architect.Other than works outside theContractor's boundary theContractor shall confine hisoperations strictly within theseareas, and shall take absoluteprecautions to prevent anyoneconcerned with the works fromentering any other part of thesite unless in direct connectionwith the works. Item 1

B The Contractor shall not storebuilding materials in areasoutside of the Contractor'scompounds. Item 1

C In relation to any operationsrequired to be carried outoutside the Contractor'sboundaries, the Contractor shallconsult with the Architectregarding suitable times for theexecution of such work andprogramme his works accordingly. Item 1

2.5c Limitations of working hours

D Subject to any provision to thecontrary contained in theContract, no work shall becarried out during the night oron Sundays without the permissionin writing of the Architect savewhen the work is unavoidable orabsolutely necessary for thesaving of life or property or forthe safety of the Works in whichcase the Contractor shallimmediately advise the Architect. Item 1

E The Contractor shall comply withany restrictions imposed by thePlanning Permission or the Law. Item 1

2.5d The use or disposal of anymaterial found on site

F No materials found on the sitemay be re-used except thosespecifically listed here: Item 1





1 - NONE

A The Employer will retain title tothe following materials fromexcavations and demolitions: Item 1

1 - Any object of archaeologicalinterest

B Materials excavated from the siteshall unless expressly statedotherwise, be removed from siteand disposed of at a tip to beprovided by the Contractor. Item 1

C During excavation and siteclearing, the foreman and theworkmen shall watch out forobjects that may be ofarchaeological or historicalinterest. All such articleswhether coins, old pottery,fossils,tools,utensils orweapons, bones , urns or vases,stonelined graves, or the likeare to be considered the propertyof the Local Authorities.Theposition of any such objects inthe strata should be especiallynoted on discovery and marked onthe layout or site plan. Item 1

Landfill levy

D The contractor shall take accountof the of the most recent WasteManagemnet (Landfill Levy)Regulations. These regulationsapply to wastes delivered fordisposal at landfill sites,including construction anddemolition waste. No claims willbe entertained resulting from thecontractors failure to takeaccount of said levy when pricingthe relevant items in these billsof quantities. Item 1





Patent Rights and Royalties

A The Contractor shall saveharmless and indemnify theEmployer from and against allclaims and proceedings for or onaccount of infringement of anypatent rights, design trademarkor name or other protected rightsin respect of any constructionalplant, machine, work or materialused for or in connection withthe Works. Item 1

2.5e Hoardings, fences, screens,temporary roofs; temporary nameboards and advertising rights

Hoardings

B The Contractor shall providesuitable secure hoardings andmaintain them in a safe andproper manner. Note

C Specific requirements in relationto hoardings: Item 1

1 - NONE





A Provide, erect and maintain allnecessary day and night watching,protection, lighting, temporaryscreens, fencing, hoardings(minimum of 2.4m high timbersheeting fence with doublelocable gates as appropriate) tothe minimum site area, and alsosingle lockable gates as requiredby the Contractor, all to befirmly fixed to supports atappropriate centres, (means ofsecuring these supports to be thedesign and responsibility of themain contractor); plankedfootways, guard rails, signs,gantries and the like for theproper execution of the Works forthe protection of the public andfor meeting the requirements ofany Local or other Authority andalter, shift and adapt from timeto time as necessary and clearaway and make good area oncompletion. Item 1

B The contractor shall satisfyhimself as to the extent ofsecurity required and shall visitthe site and ascertain the extentof temporary fencing, screens,etc. required. Item 1

C Notwithstanding any protectivemeasures which may be taken inthis regard the Contractor shallbe responsible for and shall makegood any damage to or loss ofcompleted or uncompleted workthat may occur as a result oftrespass on the site. Item 1





Temporary Protective Fencing toExisting Trees, Plants & Shrubs

A The Contractor shall erecttemporary protective fencing toall existing trees, plants andshrubs which are to be protectedfor the duration of the works.The contractor shall beresponsible for the design,erection and removal of thetemporary protective fencing. Anytrees, plants or shrubs damagedduring the works, found to be thefault of the contractor shall bereplaced by the contractor athis/her own expense. Item 1

Temporary Name Board

B No name-board(s) may be displayedon the site without the consentof the Architect who shall haveabsolute control and discretionas to size, specification andlocation, etc. Item 1

C Please refer to Architect'sdrawing for all detailsassociated with temporary sitesignage board. Item 1

D The Contractor shall not takephotographs, write articles forpublication or cause to be issuedor displayed any advertisementabout the Works or any producttherein nor permit such acts byothers, unless expresslyauthorised in writing by theEmployer. Item 1

2.5f Maintenance and protection ofexisting services on, under or overthe site

E The Contractor shall doeverything necessary to avoiddamage to any services on, underor above the ground, which areput at risk by the execution ofthe Works. Item 1





A The Contractor shall protect andmaintain all overground andunderground services encounteredduring the execution of theWorks. The Contractor is to makegood any damage at their ownexpense and pay any costs orcharges in connection therewith. Item 1

B The Contractor shall formulate acontingency plan to ensure animmediate emergency response bythe relevant bodies in the eventthat any services are damaged.The contingency plan must beapproved in advance by theArchitect and will include thenames and contact numbers toeffect immediate responses torestore and maintain services. Item 1

C The Contractor will advise therelevant bodies, in advance ofcommencing excavation or openingup work, of the dates on whichsuch service may be at risk.Where deemed necessary theServices Engineer, arepresentative of the relevantauthority or an emergency crew asappropriate will be in attendancewhere any particular service isat risk. Item 1

2.5g Execution or completion of thework in any specific order or inSections or Phases

The Works are to be carried out in asingle phase unless otherwise statedhere: -

D It is envisaged that the workswill be carried out in one Item 1

E The contractor shall beresponsible for the co-ordinationof all external services i.e. theSurface water sewers, watermains,E.S.B., Gas and Eircom. The maincontractor should prepare all co-ordination drawings necessary forthe completion of the works. Item 1





A Prior to the signing of acontract the Contractor shallprepare and submit a contractprogramme for agreement with theArchitect. Item 1

B The Contractor's managementarrangements for the projectshall be submitted and approvedby the Architect prior tocommencement on site. Item 1

C The Contractor shall be calledupon to cooperate with theArchitect in the preparation of adetailed time and progress chart.This shall be updated monthly andsubmitted to the Employer. Item 1

D The submission of a programmeshall not relieve the Contractorof any of his obligations underthe Contract. Item 1

2.5h Maintenance of specifictemperature and humidity levels

E The Contractor shall control thehumidity of the Works (see alsoitem for 'Drying the Works', sub-section 4v below). Item 1

2.5j Temporary accommodation andfacilities for the use of theEmployer

1 - NONE

2.5k Telephone and fax for the useof the Employer

F Contractor to provide a cost forproviding all telephone & faxfacilities necessary for theEmployer on site Item 1





2.5l Project Supervisor ConstructionStage

A The Contractor is to be appointedproject supervisor for theconstruction stage, theContractor shall include for allcosts for and in connectiontherewith. Item 1

2.5m Quality Assurance Procedures

B The Contractor shall (unlessincluded elsewhere in the PricingDocument) include for any costsfor or in connection with thefollowing: - Item 1

C inspections Item 1

D following quality assuranceprocedures Item 1

E items to be inspected or testedbefore delivery to the site Item 1

F tests to be carried out Item 1

G supplying and erecting samples Item 1

2.5n Any other obligations orrestrictions imposed by the Employer

1 - NONE

H All drawings and informationregarding the project areconfidential. Item 1

3.0 Work by Others

3.1 Work by Public Bodies

J The Contractor shall include, asa lump sum, for the cost of anywork to be undertaken by a PublicBody in with the project Item 1





3.2 Work by others engaged directlyby the Employer

3.2a The following works shall becarried out by others directlyengaged by the Employer (Add ordelete as appropriate and give adescription of the work involved)

1 - NONE

3.2b General and specialistattendances to be provided by theContractor for the foregoing works

1 - N/A

4.0 General facilities andobligations

4.a Supervision and co-ordination ofthe Works

A The Contractor shall provide forthe entire supervision and thecoordination of the works inaccordance with the contract. Item 1

4.b Plant, tools and vehicles

B The Contractor shall bring tosite, install and remove oncompletion all plant, tools andvehicles required for the Works. Item 1

C The Contractor shall maintain allthe foregoing plant, tools andvehicles for the duration of theWorks. Item 1

4.c Scaffolding

D The Contractor shall bring tosite, erect and remove oncompletion all scaffoldingrequired for the Works. Item 1

E The Contractor shall maintain allscaffolding for the duration ofthe works. Item 1





4.d Site administration includingthe provision and keeping of allstatutory records

A The Contractor shall beresponsible for the entireadministration of the site andthe Works. Item 1

B The Contractor shall beresponsible for the provision andkeeping of all statutory recordspertaining to the site and theWorks. Item 1

4.e Security and provision ofclearly identifiable site perimetersand surroundings

C The Contractor shall provide forsafeguarding the Works, materialsand plant against damage andtheft including providing allnecessary watching and lightingfor the security of the Works andthe protection of the public, inaccordance with all statutoryrequirements. Item 1

Specific requirements in relation tosecurity

D Contractor to make arrangementswith The Architect Regardingexisting security / alarmrequirements on site. Item 1

E Contractor to provide for 24/7security presence. Item 1





4.f Provisions for the protection ofthe public from site operations andarrangements for protection of thirdparties and visitors to the site inaccordance with all statutoryrequirements

A The Contractor shall provide forthe protection of the public fromsite operations and shall providearrangements for the protectionof third parties and visitors tothe site in accordance with allstatutory requirements. Item 1

4.g Transport for work people

B The Contractor shall providetransport to and from the siteand in and about the Works asnecessary. Item 1

4.h Protecting the Works frominclement weather

C The Contractor shall protect theWorks against damage frominclement weather Item 1

D Provide for carefully coveringand protecting at all timesagainst damage from inclementweather, impact or any othercause. The Contractor shallprovide waterproof and frostproofcoverings, temporary drainage,pumping and any other necessaryprotecting for this purpose.Maintain, alter, shift and adaptsame from time to time, asnecessary, remove on completionand make good areas. Item 1

4.i Water for the Works

E The Contractor shall provideclean fresh water for use on theWorks, and pay all costs andcharges in connection therewith,provide all temporary storage andplumbing services and clear awayand make good on completion. Item 1





4.j Temporary lighting and power forthe Works

A The Contractor shall provideelectricity for use on the Worksand pay all costs and charges inconnection therewith. Alltemporary installations are to becleared away and made good oncompletion. Item 1

B Contractors shall be deemed tohave ascertained the requirementsof the ESB with regard totemporary supply. Item 1

C All temporary installations shallconform to the FACTORY ACT S1 No.3 of 1973. Item 1

4.k Temporary roads, hardstandings,crossing and similar items

D The Contractor shall provide allnecessary temporary roads,entrances and gates,hardstandings, crossings and thelike, and shall maintain duringthe course of the Contract andremove and make good oncompletion. Item 1

4.l Temporary accommodation for theuse of the Contractor

E The Contractor shall provide andmaintain all necessary temporaryoffice accommodation for theiruse including an office for theForeman or Site Agent in chargeof the Works, with telephone, andremove and make good oncompletion. Item 1

F The Contractor shall providesuitable accommodation for theholding of site meetings with atable for up to 15 people and 15chairs. Item 1





A The Contractor provide temporaryoffice accommodation, meetingrooms, mess-rooms, furniture in aposition as directed by theArchitect provided always thepositioning of same shall notinconvenience the safe anduninterrupted passage of thepublic in the area. Item 1

B Stores for cement are to bewatertight and are to have raisedfloors to the approval of theArchitect. Maintain, alter, shiftand adapt same from time to time,as necessary, remove oncompletion and make good areas. Item 1

C Provide suitable separatesanitary convenience(s) for theworkpeople in an appropriatelocation on the site to theapproval of the Architect andconnect to existing drains asdirected. Sanitary convenience(s)shall be maintained by theContractor at all times in aclean and hygienic condition.Alter, shift and adapt same fromtime to time, as necessary, andremove, deodorise, disinfect andmake good area on completion oras otherwise agreed with theArchitect. Item 1

4.m Temporary storage areas

D The Contractor shall providewatertight storage areas formaterials and tools, includingsuitable and separate storage fordangerous materials orsubstances, in positions to beagreed with the ProjectSupervisor Construction Stage. Item 1

E The Contractor shall clear awayand remove from site oncompletion any temporary storagefacilities, make good any areasdisturbed and deodorise the sitewhere necessary. Item 1





4.n Temporary telephones for the useof the Contractor

A The Contractor shall providetemporary telephone and fax fortheir own use and so that theymay be contacted on the site andpay all costs and charges inconnection therewith. Item 1

4.o Traffic Regulations

B The Contractor shall ascertainand comply with any TrafficRegulations, Local Authority andor Garda Restrictions affectingthe execution of the Worksincluding any road closure,alternative route restrictions,the provision of signs and theeffects of parking restrictions.

C The Contractor shall pay allcosts and charges in connectiontherewith. Item 1

4.p Welfare facilities for workpeople

D Welfare facilities for workpeople shall be in compliancewith the Safety, Health andWelfare at Work (Construction)Regulations. Item 1

4.q Safety, Health and Welfare atWork provisions

E The Contractor shall comply withall Health and Safety at Workprovisions as required under thecontract. In accordance with theAgreed Rules of Measurement, thefollowing are listed separately: Item 1

The Contractor shall provide for:

F The operation of the requirementsof the 'Safe Pass' and'Construction SkillsCertificates' schemes Item 1





A Safety officers and all safetysupervisors, first-aiders,inspectors and certifiersrequired Item 1

B Tests and certificates on plantand equipment Item 1

C Safety signs and signals Item 1

D Provision of personal protectiveclothing and personal protectiveequipment Item 1

E Provision and maintenance ofemergency routes and exits anddesignated personnel responsiblefor emergency procedures Item 1

F Energy distribution installations Item 1

G Temporary fire detection and firefighting systems Item 1

H Maintenance of appropriateworking conditions and workstations Item 1

J Provision and maintenance of on-site traffic routes Item 1

K Provision of first aid equipmentand first aid room as appropriate Item 1

L The contractor is referred to thePreliminary Safety and HealthPlan Item 1

M The contractor should provide asafety file in draft to the PSDPbefore handover Item 1

4.r Disbursements arising from theemployment of workpeople

N Provide all statutory and otherdisbursements arising from theemployment of workpeople. Item





4.s Maintenance of public andprivate roads

A The Contractor shall record thecondition of any public orprivate roads and footpathsadjacent to the site insofar asaffected by the Works. Item 1

B The Contractor shall repair andmake good any of these roads andfootpaths damaged as a result ofthe works. Item 1

C The roads to and from the sitehave to be maintaned during thecourse of the works. Item 1

D The contractor shall establishon-site procedures that willlimit the amount of mud, debris,etc. that is carried onto theroad network. Item 1

E The contractor shall continuallybrush the adjacent public roadswith a mechanical road sweeper,throughout the duration of thecontract. Item 1

F The contractor shall establish aroutine cleaning of the windowsand the facades generally of theadjoining properties asneccessary. All visits to thesebuildings are to be arranged withthe respective occupiers. Item 1

G The existing pedestrian footpathsare to remain in use during theprogress of the works or untilotherwise directed by theArchitect. In the event that theArchitect wants otherwise asuitable temporary footpath mustbe erected to the approval of theArchitect. It is the contractorsresponsibility to ensure a safepedestrian pathway remains inoperation while this work is inprogress. Item 1





A Maintain public and privateroads, footpaths, kerbs, etc.(outside the site boundary) intheir present condition and keepthe approaches to the siteabsolutely clean and clear ofmud, debris etc., arising as aconsequence of the project tocomply with Local Authorityrequirements. The Contractor isto make good any damage caused tothese by his own or any Sub-contractors or Suppliersoperations or transport at hisown expense and pay all costs andcharges in connection therewith. Item 1

4.t Removing rubbish, protectivecasings and coverings and cleaningthe Works on completion

B The Contractor shall from time totime as it accumulate remove anyrubbish, protective casings andcoverings and the like, and oncompletion of the works removeall plant, surplus materials andrubbish from the premises andleave them in a clean and properstate throughout. Item 1

C Skips shall be properly protectedagainst wind dispersal ofmaterials and be clearly markedto avoid creation of a hazardeither by day or night. Theyshall be removed and replacedwhenever filled. Item 1

4.u Compliance with waste managementstatutory requirements

D The Contractor shall include forcomplying with all wastemanagement statutory requirementsand shall include for all leviesand charges in connectiontherewith. Item 1





A Prior to commencement on site,the Contractor shall submit aWaste Management Plan forremoval, disposal and managementof all waste arising fromdemolitions, for the writtenapproval of the Employer'sRepresentative. Item 1

Such plan shall include, inter alia:list of wastes and quantities likelyto arise as a result of thedemolition works, into the followingcategories:

B (1) Non-hazardous, non re-usablewastes, Item 1

C (2) Hazardous wastes, includingasbestos, Item 1

D (3) Non-hazardous, recyclable /re-usable waste. Item 1

The Contractor shall supply thefollowing

E (a) Details, including name andaddress of all proposed wasteremoval contractors, including acopy of each contractor's wastecollection permit Item 1

F (b) Details (address) of disposal/ recovery locations, authorisedin accordance with the WasteManagement Acts Item 1

G (c) A method statement for theremoval and disposal of asbestos-containing materials, if any. Item 1





4.v Drying the Works

A The Contractor shall provide forall equipment and fuel for dryingand controlling the humidity ofthe building. The heating plantmay be used for this purpose butif so used the Contractor shallpay for all fuel used and havethe installation tested andrecommissioned and shall hand itover in perfect condition onSubstantial Completion of thework. Item 1

4.w Temporary fencing, hoardings,gates, doors, screens, fans, plankedfootways, guardrails, gantries,floor, stair, roof edge protection,and protection of openings, safetynets and similar items

Hoardings

B The Contractor shall providesuitable secure hoardings andmaintain them in a safe andproper manner. Note





A Provide, erect and maintain allnecessary day and night watching,protection, lighting, temporaryscreens, fencing, hoardings(minimum of 2.4m high timbersheeting fence with doublelocable gates as appropriate)(painted on the outer face) tothe minimum site area, and alsosingle lockable gates as requiredby the Contractor, all to befirmly fixed to supports atappropriate centres, (means ofsecuring these supports to be thedesign and responsibility of themain contractor); plankedfootways, guard rails, signs,gantries and the like for theproper execution of the Works forthe protection of the public andfor meeting the requirements ofany Local or other Authority andalter, shift and adapt from timeto time as necessary and clearaway and make good area oncompletion. Item 1

B The contractor shall satisfyhimself as to the extent ofsecurity required and shall visitthe site and ascertain the extentof temporary fencing, screens,etc. required. Item 1

C Notwithstanding any protectivemeasures which may be taken inthis regard the Contractor shallbe responsible for and shall makegood any damage to or loss ofcompleted or uncompleted workthat may occur as a result oftrespass on the site. Item 1

4.x Control of noise, pollution andcompliance with statutoryobligations

D The Contractor shall comply withall statutory obligations inrelation to the control of noiseand pollution. Item 1





A The Contractor shall take allnecessary precautions to avoidthe dispersal of dust andpollution to other areas withinthe property not directlyinvolved with construction works.The Contractor is to install,maintain for the duration of theWorks and remove on completion,all dust proof screens necessaryor as required for the Works. TheContractor shall be deemed tohave ascertained all localconditions and restrictionslikely to affect the execution ofthe Works in this regard. Item 1

B The Contractor shall comply withthe statutory obligations inrelation to the Local Government(Water Pollution) Acts, 1977 &1990. Prior to commencement onsite the Contractor shall submita detailed proposal to theappropriate Local Authority fordisposal of excess surface andground water off site and shallobtain the appropriate licencesfor same. Item 1

4.y Protection of the Works

C The Contractor shall provide forprotecting the completed Worksfrom any damage whatsoeverincluding providing, maintainingand subsequently removing anynecessary protective casings orthe like and shall

D leave the Works clean, undamagedand fit for immediate occupationto the satisfaction of theEmployer's Representative.





Protecting of Existing Works

A Where the pipes pass underneathor through any wall or fence ofany description, the work ofcutting and making good is to becarried out by the Contractor tothe satisfaction of the Architect Item 1

B The Contractor shall shore up andunderpin any buildings, retainingwall, foundations or other builtstructures, the stability ofwhich may possibly be endangeredby the execution of the works.Should any failure take placeeven after such precautionarymeasures have been carried outthe same must be made good by theContractor. Item 1

C All sewers, drains, water pipes,water courses, gas pipes, pipeplugs and other appurtenances inconnection therewith that are metwith in the excavations, togetherwith all electric cables, mainssupply wires, fittings, posts,boxes etc. are to be properlyslung or held or shored inposition during the excavation ofthe works. Item 1

D Where these services are exposed,the Contractor shall notify theappropriate Authority and gettheir approval for the method ofexcavation, protection etc. Wherefield drains are encountered inexcavations the Contractor shallensure that uninterrupteddrainage takes place duringexcavation of the various works.Before backfilling he shall makegood these field drains to thesatisfaction of the Engineer, andshall connect them as so directedto an adjacent surface waterdrain or sewer with a concreteblock built catchpit. Item 1





A The Contractor shall take everyprecaution to prevent the entryof silt, mud or other extraneousmatter into existing sewer or anysewer or drain laid under this orany other contract. Item 1

Maintenance of Existing Services

B Protect, uphold, maintain allpipes, ducts, sewers, servicemains, overhead cables, etc.,during the execution of theWorks. The Contractor is to makegood any damage due to any causewithin his control at his ownexpense and pay any costs andcharges in connection therewith. Item 1

C Protect existing drainage systemfrom ingress of debris from newadditional drainage or fromconnecting new additional toexisting drainage. Item 1

D The Contractors attention isdrawn to the existing services inthe vicinity of the site. Everyprecaution must be taken to avoiddamage to these. Any damagecaused must be made good at theContractors own expense. Item 1

E The Contractor is to provide forclearly identifying the siteperimeters and surroundings forthe full duration of the work. Item 1

4.z Any other general facilities andobligations

F Contractor to protect existingcourthouse building andsurrounding areas, properties andboundaries Item 1





5.0 General Matters

A All items must be in ink indetail and should any item hereinbe left un-priced, it shall beheld to be included in the pricesgiven for other items of thework. Item 1

B From 1st September 2008 new VATrules will apply to ConstructionServices for PrincipalContractors and Sub-Contractors.The change will be known as the'Reverse Charge' and will operateon the basis that the charge asub-contractor makes to aprincipal contractor will NOTinclude VAT. The overridingcharacteristic as to whatconstitutes a principalcontractor and sub-contractor forthe purpose of the Reverse Chargewill be whether RelevantContracts Tax [RCT] applies andwhether the principal contractorholds a Relevant Payments Card[RCT 47] for a sub-contractor orfailing this is obliged to deducttax at 35% from payments made toa sub-contractor. Item 1

C Where reference is made in theSpecification or in the PricingDocument to an Irish or BritishStandard Specification or code ofPractise, the issued shall bethat of the latest edition,Imperial or Metric, asappropriate. Item 1





6.0 Employment of Labour

A None but fully qualified andcompetent work people shall beemployed on the Works and theContractor shall furnish suchevidence as the ER may require asto the qualifications andcompetency of any work person.The ER shall have the power tohave dismissed from site any workperson who misconducts himself/herself or who is incompetent ornegligent. The Contractor shallbe responsible for keeping allwork people under his control andwithin the confines of the site,except as may be necessary forparts of the Works locatedoutside the confines of the site. Item 1

7.0Trade Union Membership; PensionFund; Income Tax

B All workers employed by theContractor (and his Sub-contractors) shall be members ofa recognised Trade Union. Item 1

C The Contractor (and his Sub-contractors) shall be a fullypaid up member of a recognisedTrade Union. Item 1

D The Contractor shall beregistered with the RevenueCommissioners for Income Taxpurposes and shall furnish withhis tender a current Certificateof Authorization (Form C2) issuedunder Section 17 of the FinanceAct 1970, as amended by Section21 of the Finance Act 1976. Item 1

8.0 Removal of Improper Work andMaterials

E The ER shall have the power toorder during the progress of theworks :- Item 1





A (a) Removal from the site of anymaterials which in his opinionare not in accordance with thespecification Item 1

B (b) Substitution of impropermaterials Item 1

C (c) Removal and proper re-execution (notwithstanding anyprevious test thereof or interimpayment therefor ) of any workwhich in respect of materials orwork-people is not in accordancewith the Contract . Item 1

9.0 Workmnship & Quality Control

D The workmanship throughout shallbe of the highest standard andthe materials in all cases thebest quality of the kindsspecified. Item 1

E The Contractor shall provide, inhis tender, for a system ofquality control. He shall submit,on request, details of hisproposals for quality control tothe ER's for approval, prior tocommencement on site. Item 1

F Where appropriate all materialsdelivered to the site shall bearthe manufacturer's name, brandname or any other data that maybe required to verify the exactnature of the material and relateit to the requirements of theSpecification. Where applicablethe materials shall bear theBritish Standards CertificationTrade Mark and/or British Boardof Agreement Certificate mark. Item 1

G Works test certificates shallinclude, whenever applicable, thelocation in the Works or thedelivery or batch which thesample represents. Item 1





A The Contractor shall makeavailable to the ER or hisrepresentative any instruments orother equipment and everyassistance they may require fromtime to time for checking theaccuracy and quality of theWorks. Item 1

10.0 Fire Safety of Equipment

B All equipment and plant capableof emitting flames shall conformto good fire safety standards.Flammable gas cylinders such asLPG, acetylene or oxygen tanks,must be fitted with suitableanti-flash-back valves. Tar orbitumen boilers from a buildingor combustible materials. Item 1

C A competent person must attend atany such boiler when it isignited. Suitable fireextinguishers e.g. 9kg Monnex DryPower, 7kg Halon 1211 (BCF) andhi-spec heavy duty fire blanket,1800 x 1200mm, shall be provided. Item 1

D The Contractor or his Sub-contractors SHALL NOT OPERATE anyplant capable of emitting flameswithout first applying for andobtaining a HOT WORK PERMIT fromthe Architect. Item 1

11.0 Organisation and Procedures

Setting Out

E The Contractor shall set out allparts of the Works and keep themcorrect. Opening up andexcavation shall not be commenceduntil the Architect has inspectedthe setting out. The checking ofany setting out or any line orlevel by the Architect of Works(if any) shall not relieve theContractor of hisresponsibilities for thecorrectness thereof. Item 1





A Drawings shall not be scaled, butonly written dimensions used. TheContractor shall check alldimensions, levels etc. andnotify any discrepancies to theArchitect, in writing, beforecommencing works or disturbingground. Item 1

Notice to Architect for Inspection

B The Contractor shall give earlynotice in writing to theArchitect and shall afford himevery opportunity of inspectingany work that will subsequentlybe covered up e.g. foundations,trenches, reinforced concreteetc., or any work for which theArchitect requests such notice.Approvals given upon suchinspections will not relieve theContractor from fullresponsibility for the quality ofthe work throughout. Item 1

Pipe Courses

C Existing pipe, cable and wirecourses interfered with duringthe execution of the work, shallbe reinstated, if, when and asrequired to the Architectssatisfaction. Item 1

Existing Site Survey

D Before commencing any work onsite the Contractor shall satisfyhim/her self with the existingsurvey as provided by the designteam, in the event the contractoris not satisfied then a detailedlevel survey of the site must becarried out by the contractor athis own expense. The site surveydrawing must be submitted to thedesign team for agreement beforesite clearance, excavation etc.can commence. Item 1





Site Records

A Before commencing any work onsite a detailed level survey ofthe site must be carried out bythe contractor at his ownexpense. The site survey drawingmust be submitted to the designteam for agreement before siteclearance, excavation etc. cancommence. Item 1

B The Contractor shall keep fullydetailed daily records of allplant, labour force (includingSub-Contractors) identifyingtheir occupation, trade andstatus, and materials ( includingManufacturers certificates) usedon site during the course of theContract. He shall supply same tothe Architect or QuantitySurveyor at monthly intervals oron request. Item 1

C The Contractor shall keepdetailed accurate dated recordsof the progress of the Works,and, when directed by theSpecification, of dimensions ofcompleted work. Item 1

D The Contractor shall keep a dailyrecord of weather conditionsincluding maximum, minimum andaverage outside shadetemperatures, humidity and windspeed. Records should reflectchanges in conditions which occurduring any one day. Item 1

E The main contractor will berequired to complete as builtdrawings for the project. Item 1





Tests and Samples

A The Contractor shall establishand maintain clear, complete andcurrent inspection and testprocedure, agreed with theArchitect prior to commencementof the Works. He shall maintainrecords of all inspections andtests. Item 1

B The Contractor shall provide, athis own expense, sample of allmaterials, manufactured articlesand executed work which theArchitect may request forapproval before adoption. Suchapproval will not relieve theContractor from responsibilityfor any defects. Shop drawings(in 4 No. copies) Item 1

C The Contractor shall supplymaterials at his own expense, asnecessary for all tests requiredby the Specification (Preambles)herein or such tests which theArchitect may direct under theConditions of the Contract, andexecute all necessaryarrangements, notices, removalsand reinstatements in connectionwith such tests. Copies of testresults shall be supplieddirectly to the Architect. Item 1

Fees for Tests

D Provide the Provisional Sum of€3,000.00 for fees to testingauthorities payable by theEmployer for testing materialsfor compliance with the contractspecifications as directed by theArchitect. 1 3,000 00





A In accordance with the Conditionsof Contract the Contractor isbound to supply materials thatcomply with the terms ofSpecifications, and he will,there be held liable for thetesting fees for any materialsfailing to pass tests. Fees formaterials passing tests will becovered under the costs mentionedabove. Item 1

Shop Drawings

B The Contractor shall provide, athis own expense, shop drawings ofall materials, manufacturedarticles and executed work whichthe Architect may request forapproval before adoption. Suchapproval will not relieve theContractor from responsibilityfor any defects. Approval (orotherwise) of the submitted shopdrawings shall be forthcomingfrom the Architect four workingdays following receipt of same. Item 1

C Where shop drawings are requestedby the Architect, they are to beprovided in 4 No. copies. Item 1





Dayworks

A No work of any kind, payment forwhich is to be at daywork pricesshall be executed unless thecomplete arrangements for suchare specially authorised by theArchitect in writing beforehand.If daywork is authorised theArchitect is to be notified ofits commencement and completionand the men employed thereon arenot to be employed on other workduring its progress withoutnotification to the Architect.When the work is charged asdaywork, day sheets signed by theForeman and Architect are to beforwarded weekly to the Architectby not later than later than 5working days from which the workwas executed. In the event of anybreach of these requirements, theArchitect estimate of the timerequried for such daywork willformbasis of payment. Item 1

Work by Other Firms In Attendance

B The Contractor is to facilitatethe works of all firms orauthorities to be employed on thesite during the progress of thecontract and is to allow the saidfirms or authorities thereasonable use of any suchscaffolding or other plant on theworks as they may require for theproper execution of their severalundertakings, together withsuitable working space as may benecessary, he is also to providefacilities for unloading andhoisting suitable storageaccommodation as my be required. Item 1

C Lock up accommodation is to beprovided if so required Item 1





A Artificers of each trade,including plumbers, electricians,Electricity Supply Board, The GasCompany, and all trades employedby the Council direct are to beattended on, cut away for, andmade good after, and all work inthe nature of jobbing work thatmay be required in connectiontherewith to be performed by theContractor Item 1

B The lines, position and way orgas main and supplies andelectric mains and wiring,television and Eircom lines, areto be ascertined by theContractor at an early stage sothat where possible ways are tobe left to received same to saveunnecessary cutting away. Item 1

C The Contractor is to permitnothing to be done calculated toinjure the stability of the workor building and no cuttingthrough walls or floors is to beallowed other than where requiredby the drawings of Specificationtherein (even here it is to beavoided as for as possible byleaving holes and ways inadvance) without sanction of theArchitect and the Contractor willbe held responsible for alldamages arising throughcarelessness of inadvertence inthe respect Item 1





Variations

A The Architect shall have power toincrease or diminish thedimensions or alter the situationor vary the form quality,character or description of oromit any part of said work orrequire additional work to beexecuted but the Contractor shallbefore commencing any such workor giving effect to any suchomissions or deviations or extrawork Item 1

B The stipulation in this clausewith regard to extra work shallapply equally to any part of thework, the quantities or monetaryvalue of which are described asprovisional. No claim for anextra on the contract due to achange order from the contractwill be entertained unless thechange order has been approved bythe Architect and only then whenthe strict notificationprocedures under the newGovernment contracts are adheredto. Item 1

Statutory Regulations and Bye-Laws

C The Contractor shall comply withall Garda and Local Authorityregulations and bye-laws. Item 1

Local Authorities Fees and Charges

D Contractor to include for allcosts associated with fees andcharges by local authorities. Item 1





Progress Meetings

A The Contractor, or a responsibleofficial from his organisation,shall attend progress meetingwhich will be held at appropriateintervals (to be arranged).Inform such Sub-contractors andsuppliers as are necessary thattheir attendance at progressmeetings shall be requested. Item 1

Bonds

B It shall be required that theContractor shall obtain aGuarantee Bond from an approvedCompany or Society for the Workswithin the time limited by theContract and shall pay allpremiums and fees required forsame including the cost of theSolicitor to the Employer fornegotiating the Bond. The amountof the Guarantee Bond shall covera sum equal to 12.5% of theestimated total value of thework. Bond NOT to be includedhere but included in theappropriate section in theGeneral Summary. Note

C No additional Bonding whatsoevershall be required under theContract nor shall be paid for bythe Employer. Item 1





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(06) PRELIMINARIES Carried to Summary



WALSH ASSOCIATES (07) INSURANCES

(07) INSURANCES

General

A Provide for insurances underFatal Accidents Acts, Employer'sLiability Acts, Workmen'sCompensation Acts, Social Welfare(Occupational Injuries) Acts,National Health Insurance Acts,Widow's and Orphan's PensionsActs, Unemployment InsuranceActs, Insurance (intermittantUnemployment) Acts and any otherActs effecting Labour at presentin force (unless previouslyallowed for in rates) Item 1

Injury to Persons and Property

B Provide for Employers Liabilityas required by Clause 5 of theArticles of Agreement Item 1

C Provide for Public LiabilityInsurance as required by Clauses5 of the Articles of Agreement Item 1

D (a) The contractor shall providethird party cover for at least€6,500,000 any one accident/unlimited in the period ofinsurance Item 1

E (b) The contractor shall producecopies of his policy with theappropriate endorsements forinspection before the workcommences Item 1

All Risks Insurance

F Provide for all Risks Insuranceas required by Clause 5 of theArticles of Agreement Item 1

Bond

Note: Bond is described andincluded in General Summary



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