SUBSTRUCTURE Description Qty Rate AmountUnit GENERALLY ... · Description Qty Rate AmountUnit EXTERNAL WALLS (Cont) GENERALLY PROTECTION A Allow for protecting all works in "External

Description UnitQty Rate Amount

SUBSTRUCTURE

GENERALLY

INFORMATION

A For a detailed description of materials and workmanship,Contractors are to refer to the Engineers specificationdocuments. Note

DRAWINGS

B For layouts and elevations see Engineers plans, elevationsand details. Note

NOTE

C Contractor shall consult and take note of all relevantEngineers specifications and drawings and price this Bill OfQuantities in conjunction with same. Should there be anyambiguities or conflict between this Bill Of Quantities andthe afore mentioned drawings and specification thedrawings and specification shall take priority. Note

Excavation and Earthwork

Strip Foundations;

D 1.00 deep m3 133 6.50 864.50

Pad foundations;

E Pad foundations; 1.00 m deep m3 36 7.50 270.00

Extra over excavations for

F Excavating around existing services parallel to excavations

Item 1

G Excavating around existing services crossing excavations Item 1

H Allow for probing the sub-strata to the satisfaction of theEngineer during and after excavations to detect anyirregularities Item 1

Working Space

Excavate working space including earthwork support,disposal off-site, backfilling with Clause 804 fillinglevelled and consolidated in 150mm thick layers to:

J Strip foundations, not exceeding 1.00 m deep m2 369 12.85 4,741.65

K Pad foundations, not exceeding 1.00 m deep m2 96 12.85 1,233.60

To Collection €Block C, 7,109.75

Brooklodge Business Park, BQ/1

Build Costs October 2014


SUBSTRUCTURE

(Cont) GENERALLY

Soft Spots

Cassification of "Soft Spots" shall be ascertained by theEngineer and shall not occur due to abuse of formation orover excavation

A Excavate in soft-spots where directed; depth 1.00 mstarting at formation level; backfill with Grade C10N/mm2 lean-mix concrete. m3 5 100.00 500.00

Disposal

Disposal of materials from excavations:

B Disposal of surface water Item

C Disposal of ground water Item

D Removal from site surplus excavated material. m3 169 12.50 2,112.50

Filling

Approved imported fill which complies with Clause 804granular material of natural gravels or crushed rock wellgraded and passing a 75 mm sieve deposited and compactedin layers not exceeding 200 mm in:

E Backfilling around rising walls m3 81 26.00 2,106.00

F Not exceeding 250 mm bed m2 1,014 6.50 6,591.00

Sand blinding

G 50 mm sand blinding on hardcore bed. m2 1,014 2.50 2,535.00

Concrete Work

In-situ Concrete

Plain concrete Grade 10 N in:

H Blinding under foundations m3 10 90.00 900.00

J Blinding under pad foundations m3 3 90.00 270.00

Concrete Grade 35 N/mm2; reinforced; vibrated in

K Strip foundations m3 40 102.00 4,080.00

L Pad foundations m3 18 102.00 1,836.00





SUBSTRUCTURE

(Cont) GENERALLY

(Cont) In-situ Concrete

Beds

A 175 mm thick m3 178 105.00 18,690.00

Reinforcement

High tensile steel bar reinforcement; B.S.4449 deformedhigh yield steel including bends, hooks, tying wire, distanceblocks and ordinary spacers

B Nominal diameter not exceeding 12 mm t 2.20 1,050.00 2,310.00

C Nominal diameter 12 - 25 mm t 1.80 1,050.00 1,890.00

Fabric reinforcement; B.S.4483 including bends, tying,distance blocks, spacers and chairs ;

D A393 weighing 2.22 kg/m2, in floor slab, minimum 300mm side and end laps (measured nett) m2 1,014 7.85 7,959.90

Wrot formwork as described to produce a uniformly smooth

surface free from blemishes to the Engineers approval

E Sawn formwork as described to : Note

F Sides of strip foundations, 250 - 500 mm high m 111 8.00 888.00

G Sides of pad foundations, 250 - 500 mm high m 96 10.00 960.00

Surface Finishes

Powerfloat surface finish to:

H Concrete slab; to falls m2 1,014 2.50 2,535.00

Sundries

J Form isolation joint using 25 mm x 25 mm 2 partpolysulphite sealant and 20 mm flexcell between 175 mmthick floor slab and blockwork walls m 134 8.00 1,072.00

K Form contraction joint within 175 mm thick concrete floor

slab using surface groove 10 mm wide filled with 2 part

polysulphite sealant, with timber or plastic crack

inducer, with and including dowel bars T12s at 300 mm

centres 1000 mm long, half coated with debonding compound m 232 12.00 2,784.00





SUBSTRUCTURE

(Cont) GENERALLY

Masonry

Solid concrete blocks to I.S 20:1987 having a compressivestrength of 5 N/mm2; built-in cement mortar in:

Walls in trenches

A 100 mm thick in leaves of cavity walls m2 31 20.00 620.00

B 215 mm thick in leaves of cavity walls m2 31 40.00 1,240.00

C 465 mm thick m2 91 93.00 8,463.00

Sundries

D Bond solid concrete blockwork to steel columns with150mm long galvanised steel fish-tailed ties; shot fixedvertically to concrete at 225mm centres. m 29 12.00 348.00

Forming Cavities

Form cavity between block walls with and include for 60mm thick expanded insulation and stainless steel wall tiescentred 450 mm vertically, 750 mm horizontally and 225mm centres both vertically and horizontally around opeswith Staifix insulation retaining clips

E 100 mm wide m2 31 3.00 93.00

Damp Proof Courses

Hession based bitumen dpc bedded in cement mortar

F 100 mm wide. m 134 1.00 134.00

G 215 mm wide. m 134 2.00 268.00

Insulation

H 60 mm thick 'Kingspan' or similiar approved high densityfloor insulation laid butt jointed and loose on membraneunder floor slab m2 1,014 14.50 14,703.00

J 25mm ditto, 200mm high, fixed vertically at floor edge ~held in position whilst pouring concrete floor slab. m 134 3.00 402.00





SUBSTRUCTURE

(Cont) GENERALLY

Damp Proof / Radon Membrane

A Monarflex or similiar approved radon barrier, laid onsand blinded hardcore floor lapped 200 mm at all jointswith 30 mm Monobond double sided self adhesive tape atall joints, m2 1,014 5.00 5,070.00

B Ditto 250 mm girth turned up face of rising wall andunder horizontal damp proof course. m 134 3.50 469.00

Radon Sumps

C "Necoflex" easi-sump or equal approved patentprefabricated radon sumps fixed in accordance withmanufacturers instructions No. 2 65.00 130.00

D 100 mm uPVC pipe in connections to sump bedded onand including granular bed m 30 10.00 300.00

E 100 mm uPVC pipe in upstand including bend notexceeding 1.00 m high No. 2 25.00 50.00

F 100 mm uPVC grating to top of pipe No. 2 12.00 24.00

Holding Down Bolt / Shoe Arrangements

Take delivery of ( from specialist contractor ) and fix inposition holding down bolt arrangement consisting of 4 No.M24mm diameter x 450 mm long anchor bolts andappropiate length 100 x 100 x 6 mm steel angles; burn-outpolystyrene sleeve and grout on completion

G 400 x 400 mm. No. 16 65.00 1,040.00

Grout under baseplate; Five Star or equivalent; 25 mm thick~ in the following baseplate types

H 400 x 400 mm. No. 16 38.00 608.00

PROTECTION

J Allow for protecting all works in "Substructure" duringthe progress of the work, clean down and leave perfect oncompletion. Item 1




Description UnitQty Rate AmountDescription UnitQty Rate Amount

SUBSTRUCTURE

COLLECTION

Page No. BQ/1 7,109.75

Page No. BQ/2 20,930.50

Page No. BQ/3 39,088.90

Page No. BQ/4 26,271.00

Page No. BQ/5 7,691.00

SUBSTRUCTURE

Carried to Summary 101,091.15

Block C,




EXTERNAL WALLS

GENERALLY

INFORMATION


DRAWINGS


NOTE


Blockwork

Standard concrete blocks to I.S.20 Type A: 1987manufactured on a static block plant and kiln cured, havinga compressive strength of 5N/mm2 in stretcher bond,bedded and flush pointed in gauged mortar in

Skins of cavity walls

D 100 mm thick m2 340 21.00 7,140.00

E 215 mm thick m2 340 42.00 14,280.00

Extra on 215 mm concrete blockwork for

F 450 x 215 x 215 mm in-situ concrete band beam consisting

of concrete grade C35 concrete, reinforced with 2 No T16

high tensile steel bars and T10 links at 300 mm c/c and

include for 215mm high formwork either side. m 121 45.00 5,445.00

Ancillaries to Blockwork

Bonding

G Bond solid concrete blockwork to steel columns with150mm long galvanised steel fish-tailed ties; shot fixedvertically to concrete at 225mm centres. m 90 12.00 1,080.00





EXTERNAL WALLS

(Cont) GENERALLY

(Cont) Ancillaries to Blockwork

Form cavity between block outer leaf and inner leaf, include

for stainless steel wall ties centered 450mm vertically,

750mm horizontally and 225mm centres both vertically and

horizontally around opes with 150mm full fill insulated pump

bead to cavity include for keeping cavity clear of mortar

droppings; leaving openings at bottom and making good

A 100 mm wide m2 340 16.50 5,610.00

Close cavity at reveals of openings with 5N/mm2 L-shapedcavity closer blocks with nib returned across cavity, includefor 100 mm wide x 25 mm thick extruded polystyreneinsulation board, 150 mm wide strip of bituminous feltdamp proof course, additional ties as required and cuttingnib projection to size

B 100 mm wide. m 17 8.00 136.00

Expansion Joints

Joints, 12mm wide by required depth "Aerofill" orequivalent polyethylene expansion joint filler; pointing andfilling one side with 10 x 10 mm two pack colouredpolysulphide mastic

C 100 mm thick blockwork walls m 40 8.00 320.00

D 215 mm thick blockwork walls m 40 12.00 480.00

Vents

E Form or leave ope in 465 mm thick external cavity wall

for and including 100 mm diameter u.P.V.C. pipe sleeve. No. 2 35.00 70.00

F 225mm long x 150mm high patent vent brick built intoexternal leaf of cavity wall. No. 2 30.00 60.00

G 225 x 225 mm proprietary "Hit and Miss" vent fixedinternally to face of plastered wall. No. 2 55.00 110.00

Cavity Fire Barriers

Envirograph or other approved, cavity barrier; vertical /horizontal

H 250 x 100mm. m 134 12.80 1,715.20





EXTERNAL WALLS

(Cont) GENERALLY

PROTECTION

A Allow for protecting all works in "External Walls" duringthe progress of the work, clean down and leave perfect oncompletion. Item

To Collection €Block C,




EXTERNAL WALLS

COLLECTION

Page No. BQ/7 27,945.00

Page No. BQ/8 8,501.20

Page No. BQ/9

EXTERNAL WALLS


Block C,




STRUCTURAL STEEL FRAME

GENERALLY

INFORMATION


DRAWINGS


NOTE


STRUCTURAL STEELWORK

D Steel shall compaly with B.S. 4360 Grade 43 and shall notbe more heavily pitted or rusted than Grade C of SwedishStandard 055900 - 1967. Note

E Provide for complying with specification requirements fortests of materials workmanship, tolerance and finishedstructure. Note

F Steel shall be shot blasted to Swedish Standard SA21/2 andzinc rich primed to a dry film thickness of 50 microns. Note

G Contractor will be required to submit detailed fabricationdrawings for the Engineer`s approval. Note

Holding Down Bolts

Fit on site holding down bolt arrangement consisting of 4No. M24mm diameter x 450 mm long anchor bolts andappropiate length 100 x 100 x 6 mm steel angles; burn-outpolystyrene sleeve and grout on completion

H 400 x 400 mm. No. 16 125.00 2,000.00

Baseplates

25 mm thick baseplate; shop welded to column with 10 mmcontinuous fillet weld all round

J 400 x 400 mm. No. 16 85.00 1,360.00






(Cont) STRUCTURAL STEELWORK

Main Portal Columns

A 356 x 171 x 67 U.B. : Kgs 6,229 2.25 14,015.25

Main Roof Beams

B 356 x 171 x 67 U.B. : Kgs 13,936 2.25 31,356.00

Wall Channel

C 230 x 75 x 26 PFC Kgs 3,146 2.25 7,078.50

Wall Bracing ~

D 89.9 x 6 CHS kgs 2,771 2.25 6,234.75

Roof Bracing ~

E 89.9 x 6 CHS kgs 2,604 2.25 5,859.00

Fittings to Steelwork

F Allowance for fittings : 10 %. Kgs 2,800 2.25 6,300.00

Cold Rolled Roof Purlins

G 200 / 160 " Kingspan " or equivalent multibeam coldrolled purlins : fixed / cleated to main portal steel rafter :include in rate for all associated fixings, cleats, threadedrods, anti-sag ties, apex ties, eaves struts and all necessaryfixings. m 949 14.55 13,807.95

Cold Rolled Sheeting Rails

H 200 / 160 " Kingspan " or equivalent multibeam coldrolled purlins : fixed / cleated to main portal steel rafter :include in rate for all associated fixings, cleats, threadedrods, anti-sag ties, apex ties, eaves struts and all necessaryfixings. m 636 14.55 9,253.80

J Allow an item for anti sag bars as per manufacturersrecommendations Item 1 850.00 850.00

Protective coatings

K Surface treatment off site; shot blast and cleaning toremove all traces of loose rust, grit etc to BS 7079 PartA1 (SA 2.5), and apply one coat high build two packepoxy zinc phosphate modified alkyd primer to B.S.5493standard SF6, 120 um d.f.t., all applied by airless spray tostructural steelwork. m2 656 12.50 8,200.00






(Cont) STRUCTURAL STEELWORK

Intumescent Painting

A Touch up primed steelwork,prepare steel and apply onecoat of intumescent fire proofing paint;all in accordancewith manafacturers instructions to achieve one hour fireprotection. m2 525 28.50 14,962.50

PROTECTION

B Allow for protecting all works in "Frame" during theprogress of the work, clean down and leave perfect oncompletion. Item 1 INCL






COLLECTION

Page No. BQ/11 3,360.00

Page No. BQ/12 102,955.25

Page No. BQ/13 14,962.50



Block C,




EXTERNAL WALLS : COMPLETIONS

GENERALLY

INFORMATION


DRAWINGS


NOTE


Preambles

D Contractor will be required to submit detailed fabricationdrawings for the Architect`s approval. Note

E All opening sections shall be fitted with non-corrosivegearing and key locking handles. Note

F All windows to be fitted with colour matching adjustableglazed-in permavents to comply with the ventilationrequirements set out in the Building Regulations. Note

G Where required, doorsets to have suitable ironmongery andfour point locking system. Note

H Doorsets to be rebated and opening outwards unlessotherwise noted. Note

J Fire escape doorsets to be provided with transom heightpush bar assembly with external key lock over-ride. Note

K Toughened glass to be provided where specified andnecessary to comply with BS 6262 and BS 6206. Note

L Provide for complying with requirements for tests ofmaterials workmanship, tolerance and finished units. Note






(Cont) GENERALLY

Windows

Polyester powder coated (80 microns) anodised aluminiumdouble glazed windows to comply with requirements ofBS4873, ral colour to be agreed with the Engineer torelevant Irish or British standards, double glazed (low eglass of emissivity 0.2) air filled 12 mm gap between panesand 12mm break in frames, opening sections as perdrawings with suitable friction hinging system inaccordance with Engineers drawings and to manufacturer'sinstructions in compliance with Building Regulationsincluding condensation holes, fixing lugs, etc. with andincluding all neccessary ironmongery, bedding and pointingin approved sealant, etc., overall size;

A 3800mm wide x 1000mm high No. 7 1,330.00 9,310.00

Pressed Aluminium Cills.

B Pressed Aluminium Cills to match cladding profile andcolour. m 30 55.00 1,650.00

Roller Shutter Doors

Ring-guard or equal and approved electrically operatedroller shutter industrial door with powder coated finish raltbc, comprising galvanised steel curtain of 75 mm curvedlath profiles fully interlocking along their length, rolling onheavy gauge steel roller barrel assembly incorporatingcounter balance springs, spingle and gear drive to motor, allmounted on steel head plate assembly, complete with steelside channel guides and fitting angles in accordance withthe manufacturers instructions.(Include for key switchinside and outside with ground locks)

C Size 5.00 x 4.00 m No 3 5,500.00 16,500.00






(Cont) GENERALLY

Steel Fire Escape Doorsets

Fireblock or Equivalent Hollow Metal doorset ~ ReferenceType C; tested to B.S. 476 Part 22 and assessed byWarrington Fire Research Centre for 60 minutes; door skinsmanufactured from 1mm thick Zintec, zinc coated steelsheet with powder coating finish in selected colour; doorinfilled with high density dufaylite core; door framemanufactured to B.S. 1245 1975 from 2mm thick Zintecwith powder coating finish in selected colour, all jointsneatly mitred and fully welded; proprietary threshold sealand factory applied door seal; ironmongery to include 3 No.stainless steel hinges, 1 No. Dorma TS83 overhead doorcloser with back check and 1 No. F.E.B. panic bar; fitted tosteel trimmed opening size.

A 900mm wide x 2100mm high. No. 2 1,250.00 2,500.00

Woodwork

B Planing margins shall be to B.S. requirements, but shall notbe outside the range 0 - 3.2 mm from the nominal size foreach wrot face. Note

First Fixings

The following in vac-vac treated sawn white deal ( unless

otherwise stated ) compression nailed to concrete blockwork

C Grounds for window boards : 50 x 25 mm. m 30 2.50 75.00

Second Fixings

The following in 25mm thick MDF window boards countersunk

and screwed to timber grounds ( elsewhere measured ) include

for sealing cut ends on site prior to installation

Window boards, bullnosed, notched returned ends

D 400 mm wide x 25 mm thick. m 30 28.00 840.00

PROTECTION

E Allow for protecting all works in "External WallsCompletion" during the progress of the work, clean downand leave perfect on completion. Item 1 INCL






COLLECTION

Page No. BQ/15

Page No. BQ/16 27,460.00

Page No. BQ/17 3,415.00



Block C,




WALL FINISHES EXTERNALLY

GENERALLY

INFORMATION


DRAWINGS


NOTE


EXTERNAL PLASTERING

Scud in cement and sand, apply two coats of cement andsand (1:3) and coat of white cement and sand (1:3) totalthickness 20 mm; finish with a wood float with a fine napsurface

D Exceeding 300 mm wide; m2 340 24.00 8,160.00

E Not exceeding 300 mm wide : Patent Reveals. m 17 9.00 153.00

F Plinth 150-300mm high. m 122 11.00 1,342.00

G Extra over for forming bellcast projection; 25mm wide x30mm high. m 122 3.00 366.00

Sundries

"Expamet" or equivalent stainless steel beads fixed to solidconcrete blockwork with "Hilti" or equivalent steelwashered masonry nails, included for working plaster intosides of bead in the following

H Angle bead, Ref. 545. m 29 3.75 108.75

J Stop bead, Ref. 546 m 17 3.75 63.75

K Bellcast stop bead, Ref. 547. m 122 3.75 457.50

L P.V.C. extrusion expansion joint. m 40 6.00 240.00






(Cont) GENERALLY

PROTECTION

A Allow for protecting all works in "Wall FinishesExternally" during the progress of the work, clean downand leave perfect on completion. Item






COLLECTION

Page No. BQ/19 10,891.00

Page No. BQ/20



Block C,




WALL FINISHES INTERNALLY

GENERALLY

INFORMATION


DRAWINGS


NOTE


Pointing Blockwork Walls

To walls; blockwork base

D Exceeding 300 mm wide. m2 340 3.00 1,020.00

Air Permeability

E Air permability in terms of the overall envelope shall notbe greater than 5m3 / m2 / hour / 50 pascals; all inaccordance with the works requirements, drawings andspecification. Item 1 5,000.00 5,000.00

F Testing shall be carried out by an independant approvedcontractor in accordance with the Engineers specification.

Item 1 700.00 700.00

PROTECTION

G Allow for protecting all works in "Wall FinishesInternally" during the progress of the work, clean downand leave perfect on completion. Item 1






COLLECTION

Page No. BQ/22 6,720.00



Block C,




FLOOR FINISHES

GENERALLY

INFORMATION


DRAWINGS


NOTE


FLOOR SEALER

D Vacuum blast and thoroughly clean powerfloatedconcrete floor slab, prepare, prime and apply 2No. coatsof Sika floor seal, all strictly in accordance with themanufacturers instructions and recommendations. m2 1,014 16.25 16,477.50

PROTECTION

E Allow for protecting all works in "Floor Finishes" duringthe progress of the work, clean down and leave perfect oncompletion. Item 1





FLOOR FINISHES

COLLECTION

Page No. BQ/24 16,477.50

FLOOR FINISHES


Block C,




ROOF AND WALL CLADDING

GENERALLY

INFORMATION


DRAWINGS


NOTE


Preamble

D Contractor will be required to submit detailed workingdrawings for the Architect`s approval. Item

E All details, flashings etc shall be in accordance with"Manufacturers" technical details. The Contractor will bedeemed to have included in his rates for fully complyingwith the manufacturers requirements. Item

Health and Safety Requirements

The following are to be carried out by suitably qualifiedpersonnel who have attained the requisite certification

F Supply, erect, maintain and dismantle on completionsafety netting in accordance with EN 1263-1 and EN1263-2. m2 1,014 5.50 5,577.00

ROOFING

G Kingspan KS 1000 RW or similar approved 100mm thickcomposite roof panel with trapozidal profile top sheetpainted finish in Goosewing Grey, 0.55 thick outer skin100mm thick CFC free PIR insulation core, 0.40 thickwhite enamel liner sheet fixed to cold rolled purlins (bysteelwork contractor) with carbon steel fixings completewith 19mm bonded stainless steel washers laid to 4degree pitch in strict accordance with the manufacturersinstructions. m2 1,121 43.50 48,763.50






(Cont) GENERALLY

(Cont) ROOFING

A Extra over for translucent sheeting to HSA requirements.(10% allowance) m2 121 25.00 3,025.00

B Ridge flashing (External) comprising of 0.70mm thickHPS2000 pressed metal flashing, 550mm in girth, 4 timescranked, with 4No. AWP joints including all necessaryfixings and sealing each side at junction with roofcladding all in strict accordance with the engineersdrawing and specification. m 44 28.00 1,232.00

C Raking verge flashing, not exceeding 1400mm girth, 2times cranked including all necessary fixings, and sealingat junction with cladding, all in strict accordance withArchitects specification and drawings. m 52 26.00 1,352.00

D Fascia flashing, not exceeding 1400mm girth,2 timescranked including all necessary fixings, and sealing atjunction with cladding, all in strict accordance withArchitects specification and drawings. m 88 34.00 2,992.00

E Provide for eaves ventilation . m 88 8.00 704.00

Roof Penetrations

F Cut ope and include for flashings; 200 mm diameter . No. 10 15.00 150.00

Sundry Items

G Provide for carrying out water test on insulated gutters tothe Architects approval; include for temporary sealing allrainwater outlets and all other works as may be required.

Item 1 300.00 300.00






(Cont) GENERALLY

WALL CLADDING

The Contractor shall include in his rate for all claddingsupports and fixings to steelwork required to carry out theworks as per the drawings. The Contractor shall beresponsible for the detail design of all joints, seals,flashings etc. and submit details for same to the Architectfor his approval prior to commencement of the works, alldetails shall be prior approved by the manufacturers beforesubmitting same to the Architect, refer to theArchitects/Engineers drawings and specification sections.

Kingspan KS 1000 RW or similar approved 100mm thickcomposite roof panel with trapozidal profile top sheetpainted finish in Goosewing Grey, 0.55 thick outer skin100mm thick CFC free PIR insulation core, 0.40 thickwhite enamel liner sheet fixed to cold rolled purlins (bysteelwork contractor) with carbon steel fixings completewith 19mm bonded stainless steel washers laid to 4degree pitch in strict accordance with the manufacturersinstructions.

A Over 300mm wide. m2 461 43.50 20,053.50

Form opening in wall cladding for passage of servicesincluding for necessary flashings, mastic pointing and foamsealing strips etc. in strict accordance with themanufacturers instructions & recommendations.

B < 500mm girth. No. 2 15.00 30.00

C 500mm - 1000mm girth. No. 4 30.00 120.00

D 1000mm - 2000mm girth. No. 10 65.00 650.00






(Cont) GENERALLY

Flashings

The Contractor shall note that the description of flashingshereunder are to convey the extent and scope of work onlyand the Contractors should refer to the Manufacturersstandard details for requirements & Engineers drawings

"Kingspan" or similar prior approved galvanized pressedmetal flashings with PVF finish in colour to match abovecladding panels, with 150mm end laps (measured nett) buttstraps and locked formed rolled edges, include for fixingwith self drilling, self tapping screws, including allnecessary mastic pointing, impregnated foam sealing strips,stitching and riveting to provide water tight joints all instrict accordance with manufacturers recommendations andattached specification and to the approval of the Engineer.

Corner Flashing

A Pressed metal internal corner flashing 100mm girth twicecranked with 6mm diameter butyl rubber sealant. m 12 24.00 288.00

B Pressed metal external corner flashing 200mm girth twicecranked with 6mm diameter butyl rubber sealant. m 12 24.00 288.00

Drip Flashings - Base Of Cladding

C 0.7mm thick pressed metal drip flashing to base ofcladding 300mm girth twice cranked, with 6mm diameterbutyl rubber sealant with 100mm internal closure piece,complete with mineral fibre insulation, panel bears andcontinuous runs of gun grade sealant to provide an airseal complete with all angles, ends etc. m 120 22.00 2,640.00

D 0.7mm thick eaves metal flashing 300mm girth twicecranked, with 6mm diameter butyl rubber sealant with100mm internal closure piece, complete with mineralfibre insulation, panel bears and continuous runs of gungrade sealant to provide an air seal complete with allangles, ends etc. m 86 24.00 2,064.00

Flashings - Windows

E 0.7mm thick pressed metal jamb flashings 600mm girth

three times cranked complete with polythylene backing rob

silicone sealant, 4mm diameter butyl rubber sealant, with

internal 100mm trim flashing and continuous bead of gun

grade sealant, complete with 100mm twice cranked air

sealed closure piece, complete with all angles, ends etc. m 14 19.00 266.00






(Cont) GENERALLY

(Cont) Flashings - Windows

A 0.7mm thick pressed metal head flashings 600mm girth






B 0.7mm thick pressed metal cill flashings 600mm girth






C Site applied approved insulation to heads & jambs200mm x 50mm thick laid into cladding rails. m 44 23.00 1,012.00

PROTECTION

D Allow for protecting all works in "Roof Finishes" duringthe progress of the work, clean down and leave perfect oncompletion. Item 1






COLLECTION

Page No. BQ/26 54,340.50

Page No. BQ/27 9,755.00

Page No. BQ/28 20,853.50

Page No. BQ/29 5,546.00

Page No. BQ/30 2,152.00



Block C,




DRAINAGE & REFUSE DISPOSAL

GENERALLY

INFORMATION


DRAWINGS


NOTE


GUTTER

"Marley Flowline" or equivalent and approved black P.V.C.rainwater gutter, fixed on external face of cladding, approx.50mm clear of wall cladding with and including matchingP.V.C. brackets, include for solvent welding all joints.

D Horizontal. m 87 30.00 2,610.00

E Stop Ends No. 4 15.00 60.00

F Outlets No. 8 12.00 96.00

DOWNPIPES

"Marley Flowline" or equivalent and approved black P.V.C.rainwater pipe, fixed on external face of cladding, approx.50mm clear of wall cladding with and including matchingP.V.C. brackets, include for solvent welding all joints.

G Vertical nominal 150mm diameter. m 47 25.00 1,175.00

H 90 degree bends. No. 8 15.00 120.00

J 135 degree bends. No. 8 20.00 160.00

K Rodding eyes. No. 8 18.00 144.00

L 100 - 150 " Y ". No. 8 22.00 176.00






(Cont) GENERALLY

PROTECTION

A Allow for protecting all works in "Drainage & RefuseDisposal" during the progress of the work, clean downand leave perfect on completion. Item 1






COLLECTION

Page No. BQ/32 4,541.00

Page No. BQ/33



Block C,




ELECTRICAL INSTALLATION

GENERALLY

INFORMATION


DRAWINGS


NOTE



PRIME COST SUMS

Provide the following Prime Cost Sum for work to beexecuted by a Nominated Sub - contractor

Electrical Installation

D Thirty thousand euros Sum 1 30,000.00 30,000.00

E Profit on the above P.C. Sums. Item 1 1,500.00 1,500.00

F General attendance as defined. Item

G Special attendance including unloading, distributing andhoisting materials and equipment. Item

H Special attendance, fully protecting from damage orstaining during the currency of the contract, clean andrectify any damage and hand over in a perfect condition tothe satisfaction of the Architect. Item.

J Allow for 110/220/380V power supply to facilitate allsub-contractor's works and pay all charges in connectiontherewith. Item

K Maintain temperature and humidity levels necessary toprotect sub-contractor's works. Item






(Cont) PRIME COST SUMS

(Cont) Electrical Installation

A Special attendance, fully protecting from damage orstaining during the currency of the contract, clean andrectify any damage and hand over in a perfect condition tothe satisfaction of the Architect. Item

Builders Work (All Provisional)

Lightning Protection

Excavate in natural material below the final surface,backfill and remove surplus material from site for earth rodchamber;

B 400 x 400 x 500 mm deep No. 1 200.00 200.00

PROVISIONAL SUM

Provide the following Provisional Sum for work whichcannot be entirely foreseen, defined or detailed

Builders Work & Fireproofing

C Two thousand euros. Sum 1 2,000.00 2,000.00

PROTECTION

D Allow for protecting all works in "Electrical Installation"during the progress of the work, clean down and leaveperfect on completion. Item 1






COLLECTION

Page No. BQ/35 31,500.00

Page No. BQ/36 2,200.00



Block C,




DECORATION

GENERALLY

INFORMATION


DRAWINGS


NOTE


External Work

Thoroughly clean down, brush off loose particles, removeany grease or dirt, prepare and apply one coat thinned andtwo full coats of "Dulux" or equivalent external qualitymasonry paint

D Plastered walls. m2 340 6.50 2,210.00

E Patent reveals; 150 - 300 mm wide. m 17 3.35 56.95

F Plinth 150-300mm high. m 122 3.65 445.30

PROTECTION

G Allow for protecting all works in "Decoration" during theprogress of the work, clean down and leave perfect oncompletion. Item 1





DECORATION

COLLECTION

Page No. BQ/38 2,712.25

DECORATION


Block C,




PRELIMINARIES

Preliminaries to include

A Site Supervision Item

B Insurances Item

C Scaffolding Item

D Health & Safety Item

E General Plant Item

F Lighting & Power Item

G Water Supply Item

H Cleaning on Completion Item

J Waste Disposal & Skips Item

K Total for above Item 1 35,000.00 35,000.00





PRELIMINARIES

COLLECTION

Page No. BQ/40 35,000.00

PRELIMINARIES


Block C,




SITEWORKS APPORTIONED COSTS TO BLOCK C

Site works costs for Block C

A Siteworks costs for Block C based on the attached overallsiteworks final account agreed with C & C Plant Hire.(€1,058,758.00/65913sq ft) sq ft 10,911 16.06 175,230.66






COLLECTION

Page No. BQ/42 175,230.66



Block C,




NOTES AND EXCLUSIONS

Exclusions

A Site Costs Note

B Cork County Council Planning Fees & Contributions Note

C Utility Companys Fees & Connection Charges Note

D Design Team Fees Note

E Other Professional Fees Note

F Marketing Fees Note

G Stamp Duty Note

H Mechanical Note

J Offices,Toilets etc Internally to Building. Note

K Vat @ 13.5% Note

Notes

L The Internal Area is measured as complete open space. Note






COLLECTION

Page No. BQ/44


Carried to Summary

Block C,




SUMMARY

SUMMARY Page No.

SUBSTRUCTURE BQ/6 101,091.15

EXTERNAL WALLS BQ/10 36,446.20

STRUCTURAL STEEL FRAME BQ/14 121,277.75

EXTERNAL WALLS : COMPLETIONS BQ/18 30,875.00

WALL FINISHES EXTERNALLY BQ/21 10,891.00

WALL FINISHES INTERNALLY BQ/23 6,720.00

FLOOR FINISHES BQ/25 16,477.50

ROOF AND WALL CLADDING BQ/31 92,647.00

DRAINAGE & REFUSE DISPOSAL BQ/34 4,541.00

ELECTRICAL INSTALLATION BQ/37 33,700.00

DECORATION BQ/39 2,712.25

PRELIMINARIES BQ/41 35,000.00

SITEWORKS APPORTIONED COSTS TO BLOCK C BQ/43 175,230.66

NOTES AND EXCLUSIONS BQ/45

TOTAL EXCLUDING VAT @ 13.5% 667,609.51

BQ/1 - BQ/45.

Block C,

Brooklodge Business Park, (i)


Documents

SUBSTRUCTURE Description Qty Rate AmountUnit GENERALLY ... · Description Qty Rate AmountUnit EXTERNAL WALLS (Cont) GENERALLY PROTECTION A Allow for protecting all works in "External