ESPECIFICACIONES TECNICAS SUBCONTRATISTAS

8/12/2019 ESPECIFICACIONES TECNICAS SUBCONTRATISTAS

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Outline Specifications and Scope of Work

Facility RenovationThe following outline of work, specifications and exhibits are intended to provide theDesign/Build General ontractor fir! "hereinafter referred to as #ontractor$% basic design and

construction para!eters fro! which the ontractor shall provide &G services "hereinafterreferred to as #&G$% a pro'ect cost( This )cope of *ork docu!ent includes an extensive listattached to sub!ittalThe following outline of work and specifications is not intended to be a co!plete docu!ent(+isting of !aterial and co!ponent co!position for certain sections within this docu!ent arenot known at the present ti!e( The spectru! of work and !aterial uality or uantity set forthherein is intended to establish the work conte!plated and para!eters envisioned co!pletingit( -ll work shall be in strict confor!ity to all applicable laws, rules, ordinances, .oning, andconstruction nor!s for all governing bodies with 'urisdiction over the construction andoccupancy of the proposed facility( t is the sole responsibility of the ontractor to identify andco!ply with all construction codes that !ay be reuired or which are necessary to obtain abuilding per!it for the proposed work as set forth herein( -ny deviation fro! this )cope of*ork and all exhibits attached hereto !ust be clearly identified within your proposal(ontractor should note all specifications, exhibits and infor!ation contained herein areprovided as a basis for the ontractor to sub!it a bid for the said work( The constructionspecifications, exhibits and infor!ation contained herein should not be relied upon forconstruction as there will be final engineering drawings and specifications that will supersedethis docu!ent and all exhibits attached thereto(This 0utline )pecifications and )cope of *ork and attached drawings are and shall re!ain thesole property of &G, ncThis )cope of *ork, the drawings and all addendu!s shall be the basis upon which tendersshall be sub!itted( The work will include site work, co!plete building, asphalt, concrete, gravelbase, utility connections, fencing, all per!its, testing and everything and anything necessary to

co!plete the building ready for occupancy(-ll proposals sub!itted to &G by ontractor shall be considered final unless the )cope of*ork, defined herein, has increased( There shall be no changes in the price and/or )cope of*ork by ontractor unless initiated and pre1approved by &G(-ll work provided by the general contractor will beco!e the property of &G including allarchitectural drawings, structural engineering drawings, engineering calculations, per!itapplications, and any and all docu!ents reuired to co!plete the pro'ect(


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General Scope Requirements1. Definitions:2( The ter! 3pro'ect3 shall !ean the construction of a new pre1engineered !etal productionbuilding and two story office structure totaling 4,567 suare !eters(

a( onstruct a two story office structure 2,858 suare !eters(

b( onstruct warehouse space 2,598 suare !eters with a !ini!u! clear height of 7(:!eters(c( onstruct a !otor repair bay 2,455 suare !eters with two 6;/2; ton bridge cranes with a!ini!u! hook height of 7 !eters( olu!n bay to support


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9( The ter! #Design Tea!$ shall !ean the building architect, civil engineer, structural engineer,electrical engineer, !echanical engineer, landscape architect and other entities involved in thedesign of >ro'ect( -ll proposed bidders are to include #Design Tea!$ services and feesreuired to co!plete the renovation(

2;( -ll dollar a!ounts listed herein are in >eruvian currency(

22( -ll ontractor proposals shall be in >eruvian currency(

2. Contractors General Responsibilities2( ontractor will furnish te!porary sanitary facilities for all construction personnel(

5( ontractor shall include within the )cope of *ork the reuired site survey or building survey(ontractor shall provide a property survey indicating boundaries, ease!ents, and utilitylocations, and all property corner !arkers !ust be physically in place prior to the start ofconstruction if applicable(

6( ontractor shall !ake application and provide deposits as reuired for per!anent utilityservices such as water, gas, and electric power extensions and/or any increase in capacity(

ro'ect shall be paid for by ontractor( ontractor shall provide a listof General onditions with costs in the proposal(


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9( -t the conclusion of the pro'ect, -s1Built Drawings will be supplied to &G( Drawings willinclude?

a( -ll pre1approved changes to the engineering, architectural, @A-, plu!ing, and electricaldesign drawings and specifications(

b( +ocations of all underground utilities and services on a site plan including, but not li!ited to,all underground slab utility lines(c( 0ne electronic copy of the -D file and a >DF file for the co!plete drawing packageincluding the pro'ect !anual and warranties(

d( 0ne hard copy print of the co!plete drawing package(e( 0ne hard copy print of the pro'ect !anual and warranties(

2;( The contractor will deliver all necessary construction docu!ents to &G( These docu!entsinclude working construction drawings, euip!ent data sheet, !aterial uality guaranteedocu!ents and certificates(

22( Detailed Design )cope?

a( ontractor will provide all professional services including architectural and engineering workreuired to properly identify the work to be co!pleted for use of obtaining building per!its andto define work reuired by various trades reuired to co!plete the pro'ect( The constructiondocu!ents/drawings shall include, but not li!ited to?i( ivil engineering reuire!ents2( ertified survey !ap5( )ite grading and drainage plan6( )tor! water !anage!ent planarking lot, sidewalks, aprons, etc(d( Traffic areasii( +andscaping Designiii( -rchitectural design to include &G=s prototypical layout and finish schedule for office andproduction areas(iv( )tructural engineering2( Footings5( Foundations6( Floor slab design

lu!bing engineering design for the building, euip!ent, and process gas reuire!ents(

viii( Cechanical ngineering design for the building heating, cooling, and ventilation as well aseuip!ent exhaust reuire!ents(


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ix( Final design reuires approval fro! &G prior to construction beginning(

b( -t the conclusion of the pro'ect all -s1Built drawings shall be supplied to &G as outlined insection 519(. !Gs General Responsibilities

2( &G represents that it shall have the full legal right to build on the property involved, that theland shall be properly .oned for the type of occupancy proposed, and that local, state, andfederation laws can be co!plied with by the intended occupancy and use of the building(

". Contractor #nsurance2( The successful contractor !ust sub!it proper insurance in accordance with exhibit +(

5( The successful contractor will provide the a!ount of insurance coverage which !ust be inaccordance with >eruvian law(

$. %estin&ontractor shall pay for the cost of services by an independent testing laboratory as follows ifapplicable?2( o!paction and Coisture Density Tests of paving sub grade(

5( oncrete slu!p tests for any reuired foundations or footings( ontractor shall rando!lytest the footing and foundation concrete one ti!e for every 6; cubic !eters of concrete(

6( oncrete co!pressive strength tests(


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,. Commercial %erms2( >hase E ">roposal%? The contractor will provide a fixed Guaranteed Caxi!u! >rice "GC>%proposal based upon the criteria within the scope of work docu!ent and all prototypicaldrawings attached( -ll assu!ptions !ust be clearly identified by the contractor(

5( >hase E "Detailed Design Develop!ent%? &G will select a contractor to enter into >hase (

>hase will allow the contractor to finali.e all assu!ptions identified in >hase , prepareconstruction docu!ents, and finali.e costing of the pro'ect( -ll work co!pleted by thecontractor is 0pen Book and negotiated Fee based(

6( >hase E "onstruction%? The contractor and &G will enter into a contractual agree!entbased upon a #Guaranteed Caxi!u! >rice$ "GC>% before construction begins(

ro'ect co!pletion andacceptance of work by &G(

7( ontractor shall provide all lien waivers with ontractor invoices to &G for each pay!entcycle(

4( >ro'ect -cceptance and Final ontractor >ay!ent? -t the ti!e of substantial co!pletion, &Gwill !ake an inspection of the >ro'ect( -ny ite! needing repair or replace!ent will be noted onthe punch list( pon correction of ite!s noted, the ontractor will present a co!pletioncertificate for &G=s signature and his final invoice which shall then be due(


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9( ontractor shall provide a ti!e schedule with proposal ite!i.ing the following ti!e fra!es?

a( Design and construction docu!ents co!pleted(

b( >er!it approvalc( Caterial delivery

d( onstruction start datee( )ite work co!pletion datef( uip!ent installation dateg( Final walk through and occupancy date(

-. Safet2( The ontractor and all sub1contractor=s and !aterial suppliers shall co!ply with &G=scontractor safety regulations( The ontractor shall have weekly safety !eeting for this purposeand all personnel of contractor and on1'ob )ub1ontractor=s shall be reuired to attend

5( t is the ontractor=s sole responsibility to properly secure, in order to prevent in'ury, all pits

in floor and any obstructions during the construction process( The ontractor !ust !aintainthe secured area at all ti!es while on the 'ob(

6( The contractor shall provide their safety experience(


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10. Contractor Warrant2( ontractor shall warrant that, unless specified otherwise, all !aterials and euip!entincorporated in the work shall be new, of good uality and free fro! faults and defects for aperiod of two "5% years after substantial co!pletion(

5( ontractor further warrants for a period of two years fro! the date of )ubstantial o!pletion

of the ontract, all work!anship furnished by, and all !aterials !anufactured by, ontractor(ontractor agrees to pass on and assign to &G the warranties and conditions fro! the!anufactures of euip!ent, parts, products, accessories, and attach!ents which are not!anufactured by ontractor(

11. cceptance and *inal (ament2( -t the ti!e of )ubstantial o!pletion, &G will !ake an inspection( -ny ite! needing repairor replace!ent will be recorded on a #punch1list$ and sub!itted to the contractor for correction(

5( pon successful correction of #punch1list$ ite!s &G will issue a substantial co!pletioncertificate(

12. (roposal *ormat2( Tender o!!unication-ll uestions, clarifications in the tender process shall be directed to the co!panyrepresentative?5(ids must be submitted b e3mail.6( >ro'ect )chedulea( ontractor shall provide a ti!e schedule with proposal ite!i.ing the following ti!e fra!es?

i( Design and construction docu!ents co!pleted(ii( >er!it approval

iii( Caterial deliveryiv( onstruction start datev( )ite work co!pletion datevi( uip!ent installation datevii( Final walk through and occupancy date

roposal Bid te!i.ationa( General ontractor overview?i( - detailed list of previous custo!ers with contact infor!ation and address of pro'ect( +istshould be of si!ilar pro'ects(

ii( ontractor financial details to illustrate financial strength to &G(

iii( xisting safety syste!s and structure that contractor has in place(

iv( 0rgani.ational chart(

v( >ro'ect !anage!ent structure to lead pro'ect to successful co!pletion(

vi( The contractor=s uality assurance structure and syste!s that will be integrated into thepro'ect(

b( Tenders !ust be broken down into the following su!!ary of costs as well as the bid for!atin the exhibits?


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i( Site Work: ncluding all necessary work reuired to prepare building pad for office and allstructures, parking lot, all exterior concrete pads, hardstand outside storage, and exteriorlandscaping and fencing(Contractor (roposal: 455555555

ii( 6tilit 7aterals? stablish costs for offsite work including but not li!ited to electric, gas,

phone/data lines, water supply, sanitary, etc(Contractor (roposal: 455555555

iii( Office Construction: ncluding all rough and finish carpentry, flooring, electric, plu!bing,@A-, exterior, curtain wall, and any necessary work to erect and build the two story officestructure per specifications(

Contractor (roposal: 455555555iv( Weld8*abrication a: ncluding all pre1engineered !etal building supply, steel erection,pre1cast concrete, electric, @A-, air filtration, plu!bing, concrete, building colu!ns, and anynecessary work reuired to erect structure per specifications(

Contractor (roposal: 455555555v( Ware9ouse: ncluding all pre1engineered !etal building supply, steel erection, electric,@A-, plu!bing, concrete, building colu!ns, and any necessary work reuired to erectstructure per specifications(

Contractor (roposal: 455555555vi( otor Repair a: ncluding all pre1engineered !etal building supply, steel erection,electric, @A-, plu!bing, concrete, building colu!ns, and any necessary work reuired toerect structure per specifications(

Contractor (roposal: 4555555555

vii( Was98Disassembl and ac9ine S9op a: ncluding all pre1engineered !etal buildingsupply, steel erection, electric, @A-, plu!bing, concrete, building colu!ns, and anynecessary work reuired to erect structure per specifications

Contractor (roposal: 4555555555viii( ;on3Crane Support 7ean3to Structures? ncluding all pre1engineered !etal buildingsupply, steel erection, electric, @A-, plu!bing, concrete, building colu!ns, and anynecessary work reuired to erect structure per specifications(

Contractor (roposal: 455555555555 &G nc(, +a @oya, >eru )pecifications and )cope of *ork February 57,5;26 >age 25 of 6:


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ix( Desi&n %eam professional *ees: ncluding all necessary professional services to provideconstruction docu!ents to obtain per!it approvals(

a( -rchitectural design? HIIIIIIIIb( ivil design? HIIIIIIII

c( )tructural engineering design? HIIIIIIIId( Cechanical/lectrical/plu!bing design? HIIIIIIIIe( Fire suppression design HIIIIIIIIf( +andscaping design HIIIIIIIIg( Govern!ent >er!its HIIIIIIIIh( nsurance HIIIIIIII

Contractor (roposal: 455555555555x( General Conditions and Contractor *ee: ncluding all expenses associated with reuiredgeneral conditions and contractor fee(

Contractor (roposal: 455555555555


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onstruction Detail Information

Site 7ocation2( )ite has been selected and the building will take place at the following location?a( -gricultural property called +2 1 2< F, nit 2;2;


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1". eruvian reuire!ents(

a( *eld/Fabrication Bay to acco!!odate 2;;/5: ton bridge crane or support 25: ton per twocolu!n bay spacing(

b( Cotor Repair Bay, *ash/Disasse!bly Bay, and Cachine )hop Bay all to acco!!odate6;/2; ton bridge cranes or support


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c( -ll slab 'oints shall be doweled, greased, and wrapped in plastic on one end(

d( -ll slab 'oints shall be caulk sealed(

e( The botto! !at shall rest on trays


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d( -ll slab 'oints shall be caulk sealed(

:( >aint and Blast booth will have a concrete slab to erect a pre1engineered booth(a( - !ini!u! of 5:;!! thick with two rebar !ats of J2: at 5;;!! on center each way( f thecivil engineer reuires a greater thickness or rebar reuire!ent than specified due to soilbearing, please discuss with &G to approve(

b( -ll interior slabs shall receive a s!ooth trowel finish(

c( -ll exterior slabs shall receive a broo!/brushed finish(

d( -ll slab 'oints shall be doweled, greased, and wrapped in plastic on one end(

e( -ll slab 'oints shall be caulk sealed(

f( The botto! !at shall rest on trays :;!! fro! the botto!( The top !at shall be :;!! fro!the top(

g( >aint and Blast booth will have trench drain located near the door, in the !iddle of the boothand at the closed end( The drain should be a !ini!u! of 5;;!! wide by 8;;;!! long by2;;!! deep( -ll drains to be connected to the oil/water separator(

8( ontrol 'oints in slabs to be installed to !ini!i.e shrinkage and/or settling cracks(onstruction 'oints will be keyed, doweled, and greased(

7( -ll slabs shall be treated with a concrete hardener( The hardener shall be dry shakenon!etallic with at least : Lg per suare !eter coverage(

4( ontractor shall install all concrete aprons as indicated on site plan )2(;( ach apron shallextend 2:;!! beyond each door 'a!(

a( *arehouse concrete apron to extend 25 !eters fro! building(

b( Cotor repair apron to extend 25 !eters fro! building on east side of building and 8 !eterson west side of building(

c( *ash/Disasse!bly apron to extend 25 !eters fro! building(

d( Cachine )hop apron to extend 8 !eters fro! building(

e( *eld/Fabrication apron under extended bridge crane shall extend fro! the building to thesecond crane colu!n or 28 !eters(

f( *eld/Fabrication apron on the west side of the building shall extend 8 !eters fro! thebuilding(

9( -ll concrete slabs shall have a vapor barrier under the!(

2;( The *eld/Fabrication Bay, *arehouse, Cotor Repair Bay, Cachine )hop Bay, and*ash/Disasse!bly Bay shall have a 5(< !eter high pre1cast concrete panel as !easured fro!

the ground as well as !etal cladding as detailed in the #Cetals )ection$(

22( *arehouse Bay, Cotor Repair Bay, Cachine )hop Bay, and *ash/Disasse!bly Bay


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concrete slabs will reuire and epoxy sealer with !aterial !ove!ent and pedestrian aislelines( poxy coating to withstand fork truck traffic( f an alternative solution is available, pleaseidentify( olor should be light grey to reflect light as indicated in picture below?

25( *eld/Fabrication Bay concrete slab should be sealed and J0T epoxy coated( Caterial!ove!ent aisle shall be identified in yellow as illustrated above(

1'. *oundations

2( *ash/Disasse!bly Bay "Codule 6;; Drawing attach!ents%

a( >arts *asher >it "K;2 or *;:;< E Drawing/File M 6;;1-1DF%

b( *ash Booth "K;< or *;:;:2;5%2( nstall a 7(6 !eter by 5(< !eter by 2 !eter thick foundation(5( oncrete should be 2DFN :;;1-1:(5(>DF%


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b( @ori.ontal Boring Cill Table Top "K22 or B::;; E Drawing/File M :;;1-1DFN :;;1-1DF%

6( Cotor Repair Bay "Codule 8;; drawing attach!ents%

a( A> )yste! foundation "K5; or A2;;2% as illustrated below reuires a 57DF( The plate will be2:5!! thick x :(: !eters wide x 8 !eters long !ounted flush with top of concrete( >icturebelow illustrates plate( The plate should have :;!! wide slots :;!! deep the entire length ofthe plate( The slots should be approxi!ately 74:!! apart(

f( :1Ton floor !ount &ib crane "8884 E Drawing/File M 6;;1-16(>DF%2( nstall in two locations in *ash/Disasse!bly area5( nstall 6;;!! gravel base under foundation(6( Design foundation as per !anufacturer reuire!ent(


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7( Fra!ing?

a( )ingle slope, clear span with straight colu!ns or as reco!!ended by design tea!(b( -ll bays shall have 8 !eter colu!n centers or as specified by design tea! to opti!i.e cost(

c( nd wall to be full load R(F(

d( nd wall fra!ing to be expandable( >rovide pri!ary fra!e, capable of supporting fullbay design loads and end wall colu!ns(

e( Bracing to be #O$ type in walls and roof(

4( Design?

a( -s engineered and !anufactured by an approved )teel Building Canufacturer inaccordance with >eruvian reuire!ents(

b( -pplicable dition of nternational Building ode "B%

2( +ive load to be calculated5( *ind load per area specifications6( ollateral load12:Lg per suare !eter

erfor!ance?

a( >rovide !etal building syste!s capable of withstanding the effects of gravity loads and thefollowing loads and stresses within li!its and under conditions indicated?

b( ngineer !etal building syste!s according to procedures in CBC-=s #+ow Rise Building

)yste!s Canual$(

c( +ive +oads? nclude vertical loads induced by the building occupancy indicated in theattach!ents( nclude loads induced by !aintenance workers, !aterials, and euip!ent for liveroof load(

d( *ind +oads? nclude hori.ontal loads induced by a basic wind speed corresponding to a 2;1year !ean1recurrence interval at the pro'ect site indicated in ite! 26(

e( ollateral +oads? nclude additional dead loads other than the weight of the !etal buildingsyste! for per!anent ite!s such as sprinklers, !echanical syste!s, electrical syste!s, andceilings(

f( -uxiliary +oads? nclude dyna!ic live loads such as those generated by cranes and !aterialhandling euip!ent(

g( +oad o!binations? Design !etal building syste! to withstand the !ost critical effects ofload factors and load co!binations(

2;( Deflection +i!its?

a( Design asse!blies to withstand design loads with deflections no greater than the following?

b( >urlin and Rafters? vertical deflection of 2/24; of the span(

c( >urlin and Rafters? vertical deflection of 2/5


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d( Girts? @ori.ontal deflection of 2/24; of the span(

e( Girts? @ori.ontal deflection of 2/5ri!e cover board !echanically anchored as reuired for the region, elevation wind uplift, anda fully adhered single1ply ;(;8; >DC roof !e!brane(

25( *all )yste!/>anels?

a( nsulated panel syste!( *all panels are double tongue and groove to conceal fasteningsyste!( nterior and exterior steel is 58 gauge( >anel thickness to be a !ini!u! of :;!! toprovide R128(

b( nterior panel to be white fro! the factory(

c( xterior panel to be >earl Gray or euivalent fro! the factory(

d( nterior partition walls dividing bays to utili.e insulated panel syste! on top of a 5(< !eterpre1cast concrete panel 0R !etal plate steel whatever is lower cost(

e( xterior walls to utili.e insulated panel syste! on top of a 5(< !eter pre1cast concretepanel(

f( Ten "2;% year color coating for all gutters and downspouts(

26( nsulation?

a( )upply and install insulation for sound abate!ent in all shop offices(


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b( )upply and install insulation for sound abate!ent between co!!on wall of co!pressorroo! and production bays(

c( )upply and install insulation for sound abate!ent in co!!on wall between pu!p roo!s(

2DF to review !anufacturers design details for pro'ect illustrated in pictures( -lso, useFile 2;;1-15(;1+7:(>DF for !ore details on exterior ellipse faQade and curtain wal

b( llipse or curved office surfaces to use #Dri1Design$ perforated panel rain screen product(The panel height is 2529!! high( ach panel section is 2529!! to top of parapet( olor ofpanel is )* 7;8: with 7; !ica( Floor to floor height is 698;!!(

c( Flat surfaces of office to use #Dri1Design$ solid panel rain screen product( The panel si.e is82;!! x 82;!!( olor of panel is )* 7;87(

d( -triu! to include a sun screen at 698;!! fro! ground along curtain wall( )un screen to

pro'ect into lobby area on inside of curtain wall :;;!! or as far as can be allowed(

e( ontractor to install office structure and all interior finishes wall and floor coverings, doorsand window schedule, all bathroo! fixtures and accessories, all cabinetry, and all other ite!sco!plying with roo! schedule(

f( *indow gla.ing on curtain wall and office windows to be gray tinted 6;( )pandrel panelshall be installed on windows over structural ele!ents( Gla.ing to be insulated and !ounted ina ther!ally broken alu!inu! fra!e work( )tyle and depth of syste! and spacing basedon final design and structural considerations( Finish is to be clear anodi.ed alu!inu!(

1-. (lumbin&

2( The ite!s listed below su!!ari.e the various work( >lease see the attached tility


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uip!ent +ist outlining the reuire!ents of the euip!ent( -lso, please see the attacheddrawing for all locations( Be advised, not all the euip!ent is incorporated in the followingparagraphs( ontractor shall use the uip!ent tility +ist, the drawings and this scope toascertain the entire scope(

5( )anitary waste pipe above and below grade to co!ply with >eruvian code and clean outs

shall be provided as indicated by local code and reuire!ents(

6( +ocate one e!ergency eye wash and shower station in the warehouse bay near the batterycharging station( )tation shall be install per >eruvian reuire!ents(

DF%?

a( Dyna!o!eter "K62 or


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a( nstall sanitary and supply lines to all fixtures indicated in roo! schedule(

b( Fixtures should an euivalent to what is listed in schedule and will need to be approved priorto installation(

1/. >eatin&) ?entilation) and ir Conditionin&

2( The ite!s listed below su!!ari.e the various work( >lease see the attached tilityuip!ent +ist outlining the reuire!ents of the euip!ent( -lso, please see the attacheddrawing for all locations( Be advised, not all the euip!ent is incorporated in the followingparagraphs( ontractor shall use File M uip!ent1+ist(>DF and the drawings and this scopeto ascertain the entire scope(

5( *eld/Fabrication Bay Aentilation )yste!? Aentilation !ust be coordinated with air filtration!anufacturer to ensure that necessary nu!ber of air turns is provided( >rovide and installventilation syste! to co!ply with air filtration syste!( -ir filtration syste! is a push1pull syste!to capture weld particulate and re!ove fro! environ!ent( -ir filtration reuires a !ini!u! of 8air exchanges per hour to be successful(

6( *ash/Disasse!bly Bay, Cotor Repair Bay, Cachine )hop Bay, and *arehouse ventilation!ust co!ply with >eruvian code and reuire!ents(

aint booth ">;5


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e( The office is to be cli!ate controlled for heating and air conditioning( tili.e .one controlswhenever practical or other !eans to opti!i.e future operating costs(

f( -ll condensing units that are located on the office roof !ust be screened fro! visibility(

20. lease see the attached tilityuip!ent +ist outlining the reuire!ents of the euip!ent( -lso, please see the attacheddrawing for all locations( Be advised, not all the euip!ent is incorporated in the followingparagraphs( ontractor shall use File M uip!ent1+ist(>DF and the drawings and this scopeto ascertain the entire scope(

2. The electrical syste! shall be installed, tested, inspected, and approved, as reuired by theapplicable ndian Regulations( The syste! shall be designed to acco!!odate &G=s expectedde!and by si.ing the appropriate transfor!er( The !ain service reuired is esti!ated to be6;;; LA-, 61phase, 64; Aolt output( @owever, it is the responsibility of the ontractor to verifythe power service and calculate the service reuired based upon the attached euip!ent list(

a( Distribution panel board shall be located at a co!!on area point so as to !ini!i.e costs ininstalling runs, etc(b( -ll three phase euip!ent shall operate on three phase power using local regulated voltageand hert.(c( -ll single phase euip!ent shall operate on one phase power using local regulated voltageand hert.(d( -t a !ini!u!, there shall be two transfor!ers( Both shall be 2,:;; LA- or what is definedby electrical engineer(e( ontractor shall supply and install a >ower Factor orrection to the facility electrical supply(

6( -ll wire within the distribution syste! shall be copper Type T@* or T@1fJ "no alu!inu!allowed%( >ower conductors shall be as per >eruvian Regulations(

DF(

8( *eld/Fabrication Bay? There are to be three welding outlets using Three phase power onevery *eld Bay building colu!n( ach welding outlet is to have a separate disconnect switch(

7( ontractor shall provide convenience outlets on every building colu!n and should be a!ini!u! of two duplex standard voltage single phase and two outlets standard voltage three

phase to be used by hand power tools(

4( The co!pleted electrical syste! addition shall be tested, inspected, and approved, as


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reuired by the applicable >eruvian Regulations(

9(All Bridge Cranes: )upply and install three phase power feeds for all overhead bridgecranes( >ower feeds shall be installed on runway bea! at approxi!ate center of crane travel(Do not include installation of the crane electrification syste! as the crane installer will beresponsible for this(

2;( 2 Ton Cantilever Jib Cranes: )upply and install three phase power feeds for fifteen "2:%colu!n !ounted 5 ton 'ib cranes that have a total of 6 h(p( "5(< kw% !otors each( Ter!inate atcolu!n !ounted 'unction box and wire crane after installation(

22( 5 Ton Jib Cranes: )upply and install three phase power feeds for four "


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6( )upply and install office door and fra!e as indicated in door, fra!e, and window finishschedule File E 2;;1-18(21+7:(>DF, 2;;1-18(51+7:(>DF(

DF for lobby stair case design(

9( se File E 2;;1-12(61+7:(>DF for typical fra!ing plan of office structure(

2;( se File E 2;;1-12(DF for typical second floor fra!ing plan of office structure(

22( se File E 2;;1-12(:1+7:(>DF and 2;;1-12(81+7:(>DF for typical office roofing plan(

25( se File E 2;;1-12(71+7:(>DF and 2;;1-12(41+7:(>DF for typical reflective ceiling plan onfirst and second levels(

26( se File E 2;;1-1DF and 2;;1-1DF for typical lobby details(

21. S9op *inis9es and Details

2( >lease refer to the following attached drawing nu!bers for details for each shop !odule(5( *ash/Disasse!bly Bay details are found in drawings 6;; series(6( Cachine )hop Bay details are found in drawings :;; series


27/27

22. !G Responsibilities:

2( &G will purchase and install all euip!ent( ontractor is responsible for verifying that all

utility reuire!ents are located and available at each !achine location(

5( &G will purchase and install all bridge cranes, colu!n !ounted cranes, and floor !ountedcranes( ontractor is responsible for provide all necessary utility reuire!ents for each cranesyste!(

6( &G will purchase and install the air filtration syste!( ontractor can provide an alternatesolution as an option, but not necessary to be considered for this bid(

Documents

ESPECIFICACIONES TECNICAS SUBCONTRATISTAS