ersity of pittsb urgh ort 1 a - engr.psu.edu · f the mep sy ct was broke being award ion as their...

UnivCHE PITTS

Rober

Adviso

versiEVRON

SBURGH,

rt Mrosk

or: Dr. Ch

ty of N ANN

, PENNS

key | Con

himay Anu

PittsbNEX

SYLVANI

nstructio

umba

burgh

IA

on Optio

h T S

2

on

Technic Septemb

2011

Photo

cal Rep

ber 23

o Courtesy of BurConstr

ort 1

rchick ruction

EXECU

The purpAnnex pra renovatthree storpenthousfloors.

The lab spstate-of-thsystems rmajority o

The projecontracts Constructthe projecphase of tschedule arrived fo

The verticstructure columns, slab was nminimal sequipmenyards norThere wa

The Chevnumber omajority o

Researchschedulesaffect the Technical

TIVE SUM

ose of Technroject. The prtion and an adry addition, ce. The addit

paces will behe-art laborarequired exteof the MEP sy

ect was broke being awardtion as their Cct was startedthe project w of the projecor classes.

cal addition o of the Audito each with a fneeded to drspace aroundnt and site trarthwest of the

as a small lot t

vron Annex isof the points iof their point

h of this projes involved. I project’s exel Report 2.

MMARY

nical Report 1roject is locaddition to theconsisting of tion will tie in

e occupied byatory equipmensive coordystems relate

en into eight ded in NovemCM Agent to d in late Nove

was sequencect was import

of the Ashe Aorium was nofoundation syrill the piles ad the project,ailers. In orde building anto the west of

s in pursuit ofin question. Ts coming fro

ct will continImportant attrecution will a

Architec

is to becomeated in Pittsbue University’stwo floors of

nto the existin

y the Universent, the MEPination of the

ed to the lab s

packages anmber 2009. A overlook all ember 2009 a

ed in during ttant because

Auditorium prot capable of ystem compoand form new which made

der to solve thnd the materiaf the building

f a LEED GoldThe project tm the Sustain

nue throughouributes of thealso be analy

tural Enginee

e acquaintedurgh, Pennsys Chevron To laboratory spng Chevron T

sity’s Chemis system is ex

e trades to enspace is loca

nd was compeAdditionally, of the work iand completethe first phase the addition

resents a fewsupporting th

osed of pile cw foundationse it difficult tohis problem, al storage wag that was use

d rating. Theteam is utilizinable Sites an

ut the year, we schedule anyzed. This inf

Universit

ering | Septe

d with the Uniylvania and isower and Ashpace and one

Tower, east o

stry Departmxtremely comnable the proated on the 4th

etitively bid the Universitinvolved withed the followe and finishe

n needed to b

w difficulties fhe addition; t

caps and micrs to support to provide ade the site trail

as located 10ed to locate t

e checklist ising the entirend Indoor En

with a concennd key buildiformation and

ty of Pittsbur

ember 23, 20

iversity of Pits a two phasehe Auditoriume story for a m

of the addition

ment. Since thmplex. The cooject to finish

h floor of the

in Septembety chose to hih the project.

wing Decembed in Septembbe completed

for the projecthus resultingropiles. Demthe new columequate spaceers were loca

00 yards norththe heavy eq

s currently une LEED-NC chnvironmental

ntration on thing system cod research ca

rgh – ChevroRobert

011 | 2

ttsburgh’s Che project consm. The additimechanical n, on each of

he project coomplexity of on schedule addition.

er 2009, with tire Mascaro . The first ph

ber. The secober 2011. Th

d before the s

ct team. The g in the need

molition of themns. There w

e for materialated roughlyh of the build

quipment.

nder review whecklist, with Quality secti

he costs and osts and howan be found i

on Annex t Mroskey

hevron sisting of ion is a

f the new

onsists of these

e. The

the

hase of ond he students

existing d for new e existing was also ls, y 200 ding.

with a h a ions.

w they in

TABLE

Executive

Table of C

Project Sc

Founda

Structu

Buildin

Finish .

Building S

Demoli

Structu

Cast-in

Mechan

Electric

Masonr

Curtain

Suppor

Project C

R.S. Me

R.S. Me

Compa

Existing C

Local Con

Client Inf

Project D

Staffing P

OF CONT

e Summary ...

Contents ......

chedule Sum

ation .............

ural ...............

ng Enclosure/

....................

Systems Sum

ition .............

ural Steel Fram

n-Place Concr

nical System

cal System ...

ry .................

n Wall ...........

rt of Excavati

ost Evaluatio

eans Costwor

eans Costwor

arison of Cos

Conditions ...

nditions ........

formation ......

elivery Syste

Plan ...............

TENTS

....................

....................

mary ...........

....................

....................

/Shell ...........

....................

mmary ...........

....................

me ...............

rete .............

...................

....................

....................

....................

ion ...............

on .................

rks Square Fo

rks Assembly

ts .................

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em ................

....................Architec

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oote Estimate

y Estimate ....

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ering | Septe

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ty of Pittsbur

ember 23, 20

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on Annex t Mroskey

............ 2

............ 3

............ 5

............ 5

............ 5

............ 5

............ 6

............ 7

............ 7

............ 7

............ 8

............ 9

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.......... 10

.......... 10

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.......... 12

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Appendix

Appendix

Appendix

Appendix

Appendix

Appendix

x A – Project

x B.1 – Square

x B.2 – Assem

x C – Overall

x D – Steel Ph

x E – Terra C

Schedule Sum

e Foot Estima

mbly Estimate

l Site Layout P

hase Sequenc

otta Facade P

Architec

mmary .........

ate Summary

e Summary ...

Plan..............

cing ..............

Phase Sequen

tural Enginee

....................

y ...................

....................

....................

....................

ncing ...........

Universit

ering | Septe

....................

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....................

....................

....................

....................

ty of Pittsbur

ember 23, 20

....................

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011 | 4

....................

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on Annex t Mroskey

.......... 21

.......... 22

.......... 26

.......... 27

.......... 28

.......... 30

PROJEC

The projeconstructThe sched

Pre Con Tur

In additiowere also

FOUNDA

The foundare to supaccommodemolishsupport atemporar

STRUCT

The strucThe structhe detailschedule with the c

BUILDIN

The buildsystems ain this tasactivity onneeded to

CT SCHED

ect schedule ion for the Chdule is divide

construction nstruction rnover/Comm

on to these thro considered

ATION

dation for thepport the newodate these phed. Additiona 1’-2” thick cry shoring inv

TURAL

tural system tural activitieling and firep for the comp

construction o

NG ENCLO

ding’s façade are included sk is the extern the scheduo be done.

DULE SUM

summary thahevron Anneed into three

missioning

ree sections;.

e Chevron Anw columns anpile caps, the nally, the gradcast-in-place volved with th

for the addites of the scheproofing invopletion of the of this buildin

OSURE/SHE

is a combina under the “Brior sheathing

ule because o

Architec

MMARY

at can be founex. The key m main section

; the foundati

nnex is compnd are located existing floode beams are concrete wahe excavatio

ion includes edule also incolved with the steel erectiong.

ELL

ation of terra Building Enclog and vapor

of the comple

tural Enginee

nd in Appendmilestone andns:

ion, structura

osed of pile cd inside the e

or and steppee located in thll. The found

on for the grad

steel beams clude the inste steel. A milon. This mile

cotta, metal osure/Shell”barrier for th

exity of the ex

Universit

ering | Septe

dix A illustratd phasing rel

al, building e

caps and stepexisting Asheed slabs in thhe northwest

dation work ade beams an

and columnstallation of thlestone activ

estone portray

panels, louve task in the su

he exterior ofxterior façade

ty of Pittsbur

ember 23, 20

tes the majorlationships a

nclosure/she

pped grade be auditoriums

he auditoriumt corner of th

also includes nd foundation

s, as well as che steel deck vity is also incys a significa

ers and glaziummary schef the buildinge systems an


011 | 5

r phases of re also indica

ell and finish

beams. The s. In order to

m needed to bhe building an the soil naili

n walls.

composite ste and slabs, as

cluded in theant event invo

ing. All of theedule. Also ig. This task ind the amoun

on Annex t Mroskey

ated.

sections

pile caps o be nd ing and

eel deck. s well as olved

ese included s a long

nt of work

FINISH

The finish“Interiorssuch as dlonger ac

Overall, tauditoriumwith the afinished O

For the co

hes involved s” task in the rywall, ceilin

ctivities includ

the total projem renovation

auditorium wOctober 14, 2

omplete Gan

in the in the c summary sch

ng finishes, flded in the sc

ect duration in and a verticas completed

2011.

tt Chart Summ

Architec

construction hedule. Somooring, archi

chedule due t

is 486 days. cal addition ad on Decemb

mary Schedu

tural Enginee

of the Chevrme of the item

itectural millwto the time an

This durationabove the audber 31, 2010 a

ule, please re

Universit

ering | Septe

ron Annex arms included in

work, etc. Thnd care need

n is split into ditorium. Thand the vertic

efer to Appen

ty of Pittsbur

ember 23, 20

e summarizen the interiorhis task is an

ded for these

two phases te renovationcal addition i

ndix A.


011 | 6

ed under the rs task are actnother one of activities.

that consistedn and work inis expected t

on Annex t Mroskey

tivities the

d of the nvolved to be

BUILDI

DEMOL

The first pTower’s lmajor demroom for of walls fo

STRUCT

The majoare used A composover 3 or the deck shaped bon the buframes anshown be

ING SYSTE

ITION

phase of the Aobby. In ordmolition that beam and coor new openi

TURAL STE

rity of the Anthroughout thsite deck is p more spans and is to hav

beams and couilding. Sheand are absorbelow:

EMS SUMM

YES

X

X

X

X

X

X

X

X

Annex consisder to do this was necessa

olumn penetrings to tie int

EL FRAME

nnex’s structuhe new addit

placed on theand ranges fr

ve a strength olumns, as wear loads rangibed by large

Architec

MARY

NO

X

sts of renovat, there was se

ary includes drations, remoo to the exist

E

ure consists otion. The W s

e steel to distrfrom 1-1/2” toof 4,000 psi a

ell as HSS croing from 50 K

e footings. A

tural Enginee

W

D

Structu

Cast-In

Prec

Mech

Elec

C

Suppo

ting the existelective demdemolishing

oving the flooting Chevron

of structural sshaped steel ribute the loao 2” in thicknafter 28 days.oss braces areK to 100K are portion of on

Universit

ering | Septe

Work Scope

Demolition

ural Steel Fra

n-Place Conc

cast Concrete

hanical Syste

ctrical System

Masonry

Curtain Wall

ort of Excavat

ting Ashe Audmolition that h holes in bloc

or and steppen Tower.

steel. A comb is ASTM A99ads from the ness. Normal. Additionalle used to hel experienced

ne of the brac

ty of Pittsbur

ember 23, 20

ame

crete

e

em

m

tion

ditorium, as whad to be perck walls and ted slabs, and

bination of W92, with a yie building. Thl weight concly, a braced flp resist the ld at the basesced frames us


011 | 7

well as the Crformed. Somthe roof deck demolishing

W and HSS secld strength o

he deck is concrete is placeframe consistateral loads is of the bracesed on this p

on Annex t Mroskey

Chevron me of the k to make g portions

ctions of 50ksi. ntinuous ed over ting of W imposed ed

project is

CAST-IN

Cast-in-pcaps, grathe concrexisting sin depth. generator

N-PLACE C

lace concreteade beams, slrete used on tslab on grade Stepping grr room.

CONCRETE

e was also uslab on gradethe project ises and stepperade beams a

Figure 2 R

Architec

E

sed throughos, slab on de

s to be in acced slabs, withand mat slabs

Figure 1 Str

Rebar & Formwo

tural Enginee

out the constrcks all requirordance withh the thicknes were also u

ructural Steel Br

ork for Concrete

Universit

ering | Septe

ruction of the red the use oh ACI 318. Piess of these pused to suppo

raced Frame

e Wall at Genera

ty of Pittsbur

ember 23, 20

Chevron Anof cast-in-placile caps were

pile caps rangort concrete w

ator Room


011 | 8

nnex. Footersce concrete. e placed in thging from 24”walls for the

on Annex t Mroskey

s, pile All of he ” to 60”

MECHA

Three newTwo of theof the newfloor. All systems.

Additionasized to pwhile the level and

ELECTR

The electgeneratorvoltage o208Y/120amps, 480specified480Y/277floors thro

ANICAL SYS

w air handline units (AHU-w floors. The three of thes

ally, three labprovide 50% other fan is i

d are enclosed

RICAL SYST

rical system r. The distribf 400 volts th

0 volts throug0/277 volts th

d for this job i7 V. Additionoughout the p

STEM

ng units will s-1, 2) will ser

e third unit (Ase units are d

boratory exhof the designin standby md by louvers.

TEM

for the Chevbution transfo

hrough three pgh three phashrough threes located at t

nally, multipleproject.

Architec

supply the nerve the chemAHU-3) will sedesigned as h

aust fans aren flow rate. T

mode. These f. Two of the t

ron Annex coormer for thisphases and t

ses and four w phases and

the northweste panelboard

Figure 3

tural Enginee

ew addition amical lab and a

ervice the Asheating-cooli

used to remTwo of the fanfans are locatthree exhaus

onsists of trans project has hree wires. T

wires. Additifour wires plt corner of th

ds of differen

Laboratory Exh

Universit

ering | Septe

and are locateadministratio

she Lobby infing, single du

move any fumens operate in ted in the soust fans are sho

nsformers, sws a maximum The secondaionally, the mlus a ground.he building annt ratings and

haust Fans

ty of Pittsbur

ember 23, 20

ed on the newon areas, whifill area locatuct, variable

es from the la parallel undutheast corneown below:

witchboards rating of 300

ary voltage fomain switchbo. The emergend delivers 1

d sizes are loc


011 | 9

w penthouse ich are locateted on the gro volume rehe

ab areas. Eader normal oper of the pent

and an emer0kVA with a por the transfooard consistsency genera1500 kW of pcated on each

on Annex t Mroskey

level. ed on two ound

eat

ach fan is peration, thouse

rgency primary rmer is

s of 1600 tor that is ower at h of the

MASON

The Chevsystem asframing ginch high

The instalattached angles anthis, vertiFinally, thA section

CURTAI

A majoritis 7-1/4” include cglass, 1” system to

NRY

vron Annex ds one of the fagirt system, rih tiles of vario

llation of thisto the exterio

nd then 8” lonical profiles mhe tiles are pu

n view of the e

IN WALL

y of the buildthick and is clear insulatinthick insulate

o help accent

did not includaçade systemigid insulatio

ous lengths to

system takeor face of theng angles aremade of alumut in place anentire terra c

ding’s facadecomposed of ng glass, traned metal pan to the curtain

Architectu

de any traditioms. This systeon and clay tio help break

s time and co building. N

e attached to minum are fasnd attached wcotta system i

e is covered w three types o

nslucent spannels and 8” exn wall.

Figure 4 Sectio

ural Engineer

onal masonryem is a total oles. The clay up the look o

onsists of a feext, rigid ins the horizonta

stened to the with clips to kis shown belo

with an alumiof glazing tha

ndrel glass anxtruded alum

on View of Terra

Universit

ring | Septem

y work; howeof 6 inches, wy tiles used aof the façade

ew detailed ssulation is plaal angles at p 8” angles ankeep them heow:

inum curtain at are each annd opaque sp

minum sunsha

a Cotta System

ty of Pittsbur

mber 23, 201

ever, it did uswhich consistare a combina.

steps. First, aaced betweenpredeterminend are spacedeld in place a

wall system.n inch thick.

pandrel glassades are used


1 | 10

se a clay tile ts of an alumiation of six an

a horizontal an the horizoned locations. d accordinglyand uniformly

The overall The glass tys. In additiond throughout

on Annex t Mroskey

veneer inum nd twelve

angle is ntal After y. y spaced.

l system ypes n to the the

SUPPOR

Although needed tonails were

RT OF EXC

the project do be supporte drilled and

CAVATION

did not required. This was

d installed, fo

Architectu

re a large ams accomplishellowed by Sh

Figure

Figure 6

ural Engineer

mount of excaed by using t

hotcrete to he

5 Curtain Wall S

6 Soil Nail and Sh

Universit

ring | Septem

avation, the ethe method oelp support th

System

hotcrete

ty of Pittsbur

mber 23, 201

excavation thof soil nailinghe excavatio


1 | 11

at was perforg. Roughly 19n.

on Annex t Mroskey

rmed 9 soil

PROJEC

The figuresubcontrathe time o

Bid Pack

A - Site/S

B - Roofin

D - Curta

E - Gener

F - Plumb

G - Fire P

H - HVAC

J - Electr

Referringoverall colaboratoraddition band foundareas withThe largein the figuincreasinrenovatio

FurthermMeans Coreference

CT COST E

es below dispactors’ bids tof the bid ope

kage

Structure

ng

ainwall

ral Trades

bing

Protection

C

ical

g to figure 7, tonstruction cory spaces. A because therdations, withoh numerous m

e amount of cure above. Fg the cost of

on square foo

more, an analyostworks refee and are des

EVALUAT

play cost estio construct thening in Sept

Contracto

Burchick

Stringert

Southwest

Burchick

SSM

Alliance

SSM

Lighthous

the site & struost. This is bvertical addi

re are more vout interruptimechanical connections a

Finally, the in the general c

otage was not

ysis of the coserences. Bothscribed in the

Figure

Architectu

ION

imate values he Chevron Atember 2009

or

t

se

ucture, generbecause the Aition’s structuvariables invoing the space

connections tand equipmenterior finisheconstruction t included in

st of construch, an assembe sections be

e 7 Building Con

ural Engineer

produced byAnnex. The v and may hav

Avg. Bid

$ 5,750

$ 250

$ 1,000

$ 4,750

$ 1,250

$ 375

$ 4,500

$ 2,500

$ 20,375

ral trades anAnnex is a veure is more eolved such ases below. Ado help keep nt increases t

es and exterio involved with the calculatio

ction for the Cbly and squarelow.

struction Estima

Universit

ring | Septem

y Burchick Cvalues of eacve fluctuated

%

0,000 28

0,000 1.

0,000 4.

0,000 23

0,000 6.

5,000 1.

0,000 22

0,000 12

5,000

d hvac all cartical additio

expensive to cs supporting dditionally, tthe area as futhe overall por facades arh the projecton for the cos

Chevron Annre foot estima

ate by Bid Packa

ty of Pittsbur

mber 23, 201

Construction, ch bid packagd since then.

% of Building

8.2%

2%

9%

3.3%

1%

8%

2.1%

2.3%

rry a significon with state-construct tha the structure

the laboratorume and dus

price of the hvre unique andt. (It is imporst per square

nex was perfoate were prod

age


1 | 12

along with fige were reco

g Cost/SF

$ 164

$

$ 28

$ 135

$ 35

$ 10

$ 128

$ 7

$ 582

cant amount oof-the-art che

an a horizontae with new coy space inclut free as possvac systems, d elegant, thurtant to note te foot.)

ormed using duced using

on Annex t Mroskey

ve other orded at

F

4.29

7.14

8.57

5.71

5.71

0.71

8.57

1.43

2.14

of the emical al olumns udes lab sible. as shown us that the

the R.S. this

R.S. ME

Due to theR.S. Meanthat incluas a colleclosest ty

Refer to Aestimate.

R.S. ME

Similar toCostworksestimatinassemblie

Refer to Aestimate.

COMPA

Each typeThe total

The squarthe cost odifferencetype was for a one

ANS COST

e difficulty anns Costworks ded a renova

ege laboratorype of buildin

Appendix B.1

ANS COST

o the square fks reference. g method. Tes to choose

Appendix B.2

ARISON OF

e of estimate costs varied

T

re foot estimaof constructioes were note referenced a story laborat

TWORKS SQ

nd complexreference. Wation to the lory with face bng descriptio

for a more d

TWORKS A

foot estimate, A more accuhe estimate w from to best

2 for a more d

F COSTS

was compare greatly as sh

Type of Est

ActuaSquare FAssemb

ate producedon summarizeed. The first das a college ltory space. T

Architectu

QUARE FO

xity of this proWith that saidower levels. brick and a co

n the referen

detailed brea

ASSEMBLY

, the assemblurate buildingwas more acc model the bu

detailed brea

ed to one anohown in the fi

timate To

al $ Foot $bly $

d using the R.ed in figure 7difference belaboratory, bThis poses a p

ural Engineer

OOT ESTIM

oject, it is toud, the Chevro Using the Cooncrete bricknce provided

akdown of the

ESTIMATE

ly estimate wg estimate wcurate becauuilding of int

akdown of the

other, while egure below:

otal Buildi

20,375 5,025 10,867

.S. Means Cos

. When competween the tw

but the refereproblem bec

Universit

ring | Septem

MATE

ugh to producon Annex is a ostworks refek back-up ond.

e R.S. Means

E

was also prodwas able to beuse this refereerest.

e R.S. Means

evaluating th

ing Cost

5,000.00 5,000.00 7,586.00

stworks resoumparing thesewo estimates nce only pro

cause the Ann

ty of Pittsbur

mber 23, 201

ce an accurat university la

erence, the pn a steel frame

Costworks 20

duced using te produced uence include

Costworks 20

he difference

Cost/SF

$ 582.1$ 143.5$ 310.5

urce was signe two values, was that the

oduces an estnex is a two s


1 | 13

te estimate uaboratory addproject was me; which was

011 square fo

the R.S. Meanusing this typeed numerous

011 assembly

s between th

F

4 59 50

nificantly low a couple of k Costworks btimated buildstory lab spac

on Annex t Mroskey

sing the dition

modeled s the

oot

ns e of

y

he costs.

wer than key building ding cost ce, with

an additionot factorbuilding cfrom the a

The assemcomparinwas morethe increamaking itthe assemproject. Schoices oThese typthere is a when per

After comR.S. Meanat the earinternal in

onal level forr in the extenchosen in Coactual exterio

mbly estimatng this estimae accurate thaase in accurat possible to m

mblies estimaSome major d

of façade systpes of special large amoun

rforming the

mparing the dns resources rly stages of anformation an

r mechanical nsive amount ostworks wasor, but was th

e produced iate with the aan the squareacy of this typmodel the bu

ate resource, differences bems, the lab lized producnt of demolitiassembly est

different meth do not alwaya project whend resources

Architectu

equipment. of work that w faced with b

he most comp

is also signifiactual values e foot estimatpe of estimateuilding more it is still diffi

between the a equipment ats are expenion and MEP timate.

hods and resoys produce anen the scope s may be the

ural Engineer

Furthermorewent into the

brick and a blparable of the

icantly lower of constructiote, but was ste is that there accurately thcult to accuraassembly estand amount osive and are systems for t

ources used n accurate es of work is sti best way to p

Universit

ring | Septem

e, the final ese exterior of tlock brick / se provided s

r than the actuon, it was nottill a considere is a wider rahan the squarately estimattimate and acof special fini not listen in this project, w

to develop estimate. Howill vague. Finproduce an a

ty of Pittsbur

mber 23, 201

stimate produthe building.steel frame bselections.

ual cost of coticed that therable amounange of systere foot methote the constructual costs incishes involvethe selectionwhich was no

estimates, it iswever, these tnally, using haccurate estim


1 | 14

uced in Costw The exterio

back-up. This

onstruction. We assembly esnt off. The reaems to chooseod. Howeveruction cost ofclude the limd with the pr

n of assemblieot estimated i

s concluded tools may be

historical datamate for a pr

on Annex t Mroskey

works did or of the s is far

When stimate

ason for e from, r, using f a

mited roject. es. Also, in detail

that the e effective a and oject.

EXISTI

The projeUniversityaerial pho

The new aaccessiblfor mater

NG COND

ect is located y of Pittsburgotograph bel

addition is plle from both tial storage an

Figure

DITIONS

in Oakland, gh’s main camlow. The Che

laced on top the Chevron nd locating a

e 9 Bird’s Eye Vi

Architectu

Pennsylvaniampus is locateevron Annex

the western Tower and th

an on-site offi

iew of the Chevr

ural Engineer

a; which is laed. The site is outlined in

section of buhe Ashe Audice. The over

ron Annex and a

Universit

ring | Septem

arge neighbo and surroundn RED.

uilding aboveitorium. Therall site layou

adjacent structur

ty of Pittsbur

mber 23, 201

orhood in Pittding building

e the Ashe Aue compacted ut plan is incl

res prior to cons


1 | 15

sburgh whergs are shown

uditorium andsite made it dluded in App

struction

on Annex t Mroskey

re the n in the

d will be difficult

pendix C.

LOCAL

The Chevon a site lParkman

Due to theneed werand was lsmall traiContractoof the pro

Limited p

The follow

RED: Pro

BLUE: Fie

GREEN:

L CONDIT

vron Annex islocated in the Avenue and

e fact that there hard to comlocated approlers and one

or and the Ligoject.

parking was a

wing figure d

oject Site

eld Offices &

Lay-down/St

IONS

s located at 2e corner of Th University D

e project site me by. A siteoximately a q larger doubghting Contra

available at th

displays the lo

& Limited Park

torage Areas

Architectu

19 Parkman Ahe Universityrive.

was located e office was nquarter mile wle-wide traileactor. The la

his site-office

ocations of th

king

s

Figure 10 Ov

ural Engineer

Avenue in Oay of Pittsburg

in a denselyneeded for thwest of the sier. The two s

arger double-

e.

he site, office

verhead View of

Universit

ring | Septem

akland, Penngh’s main cam

y populated ahe multiple pite. The site smaller traile-wide trailer

e, and lay-dow

f Project Area

ty of Pittsbur

mber 23, 201

nsylvania. Thmpus at the in

area, parkingrimes involvoffice compl

ers were occu was for the C

wn areas.


1 | 16

he building isntersection of

g and other ared with the pex consistedupied by the Construction

on Annex t Mroskey

s located f

reas of project d of two

General Manager

CLIENT

The UnivePittsburghnumber oThe Univeis locatedwestern Phundred located oCathedraacademicand 535 fe

Enrollmeaccounts institutionOver 13,5

Although Departmeextremelyproducts.research heterocyc

In additioManagemDepartmeKlimchoc

T INFORM

ersity of Pittsh is a public

of academic aersity is comp

d in Oakland,Pennsylvaniaacademic, ren it. The mos

al of Learningc buildings ineet tall.

nt at the Univ for roughly fns of higher e500 faculty an

The Universent is the maiy notable pro. The space w interests of thclic chemistr

on to the Univment Department is the mai

ck as two main

MATION

burgh, comminstitution tha

areas rangingprised of five with the othe

a. The Oaklanesearch and ast notable of

g. This buildin the world, a

versity is morfive percent oeducation in tnd staff memb

ity of Pittsburin tenant of thofessor with mwill be fitted he tenant incy, combinato

versity and thment is anothein representan representa

Architectu

monly referreat is highly reg from philose campuses. er campusesnd campus haadministrativall the buildi

ing is one of tat an astonish

re than 35,00of all studentsthe state of Pbers assist an

rgh is the outhe space. Thmultiple awa for the depa

clude the totaorial, medicin

heir Chemistrer party invoative for the Uatives for the

ural Engineer

ed to as Pitt, iecognized insophy to dent The main cam located arouas over one

ve buildings ings is the the tallest

hing 42-storie

0 students, ws enrolled in ennsylvania.nd support th

tright owner he departmenrds and publrtment’s synt

al synthesis onal and comp

ry Departmenolved in the pUniversity andepartment.

Universit

ring | Septem

is the owner on a tistry. mpus und

es

which

he needs of th

of the projecnt is led by Dlications invothetic chemis

of natural prodputational che

nt, The Univeproject. The Fnd is led by C

ty of Pittsbur

mber 23, 201

of the projec

he University

ct, the UniverDr. Peter Wipolved with thestry researchducts, organemistry.

ersity of PittsbFacilities Man

Chris Nieman


1 | 17

ct. The Unive

y.

rsity’s Chemipf, who is an e chemistry o

h program. Tometallic and

burgh’s Facilnagement

nn along with

on Annex t Mroskey

ersity of

istry

of natural The d

lities

David

Fig

PROJEC

The UniveChevron competitiprimes anUniversityheld a cobelow.

General Burchick

CM Mascaro Co

Roofing String

Glazing Southwest

G

gure 11 Project

CT DELIV

ersity of PittsAnnex projeively bid andnd their subcy chose to hirst plus a fee c

ContractorConstruction

Agentonstruction, Co.

Contractorgert, Inc.

Contractort Aluminum &

Glass

Other S

Delivery Metho

VERY SYST

burgh used act. The Unive

d was each awcontractors wre a CM Agecontract with

Subs

d

Architectu

TEM

a Design-Bidersity broke

warded as a lwere also lump

nt. Mascaro h the owner. T

OwUniversi

ural Engineer

-Build with C the project inlump sum conp sum contra ConstructionThe organiza

wnerity of Pitt

C

Lu

Universit

ring | Septem

CM Agency pnto eight bidntract. Contracts. Due to tn was the CMational chart f

Cont

ost Plus Fe

ump Sum

ty of Pittsbur

mber 23, 201

project delived packages. Eracts held bethe project’s

M Agent that Pfor the Chevr

PlumbContraSSM Indu

Fire SuppContra

Alliance Fire

HVAC ConSSM Indu

ElectrContra

Lighthouse

ArchiWilson Ar

tract Type

ee


1 | 18

ery method foEach packag

etween each o complexity, Pitt hired andron Annex is

bing actorustries

pression actor Protection

ntractorustries

rical actore Electric

itectrchitects

es

on Annex t Mroskey

or the ge was of the the

d they shown

STAFFI

Burchick job was c

Typicallydoes this project. Fproject mKonesky,Burchick’informatio

On-site, Kalso in chvarious trkeep in tobe complAnnex.

ING PLAN

organized thcomplex, Burc

y, for most of B by staying inFor the Chev

manager. Dav kept him up’s chief estimon that perta

Keith Koneskyharge of four fradesmen thaouch with Davleted. The di

N

heir staff for thchick assigne

Burchick’s prn constant covron Annex, Bve spent mosdated on the

mator, Joe Scained to the b

y is in chargeforemen that

at Burchick emve and Keith iagram below

Architectu

his project sied more fore

rojects, Joe Bntact with the

Burchick assist of his time i daily tasks tramuzzo, for idding of the

e of coordinat help him kemploys. Both to keep trac

w outlines the

ural Engineer

imilar to moseman than usu

Burchick overe project mangned Dave Min the office; hat were bei any question

e project.

ating all of theep track of th

h, Burchick’s k of any accoe staffing plan

Universit

ring | Septem

t of their otheual to this pro

rlooks the ennager that is

Meuschke to t while the oning performens regarding

e contractorshe daily activ accountant aounting or adn that Burchi

ty of Pittsbur

mber 23, 201

er projects. Hoject.

ntire process assigned to ttake on the r-site superin

ed. Dave alsog change orde

s involved in vities that areand administrdministrative ck optimized


1 | 19

However, sin

of the projecthe respectivesponsibilitietendent, Keit

o referred to er costs and a

the project. e performed brative assista duties that n

d for the Chev

on Annex t Mroskey

nce this

ct. He ve es of th any

He is by the

ant also need to vron

ForeJohn W

AHea

Figure 12

emanWalker

ccountingather Sabala

Bu

Burchick Staffin

ForemBill Mro

urchic

g Plan

Architectu

PresidJoe Bur

Project MDave Meu

SuperinteKeith Kon

manoskey

ck Sta

ural Engineer

dentrchick

Manageruschke

endentnesky

ForemRay Bow

affing

Universit

ring | Septem

manwser

Ad

A

g Plan

ty of Pittsbur

mber 23, 201

ChJo

ForemaBob Mros

dministrativAssistant

Amanda Myer

n


1 | 20

hief Estimatoe Scaramuzz

anskey

ve

rs

on Annex t Mroskey

torzo

APPEN

See figure

DIX A – P

e below

ROJECT S

Architectu

SCHEDULE

ural Engineer

E SUMMAR

Universit

ring | Septem

RY

ty of Pittsbur

mber 23, 201


1 | 21

on Annex t Mroskey

ID Task Mode

Task Name Duration Start

1 PRECONSTRUCTION 193 days Wed 8/5/092 Project Bidding Period 20 days Wed 8/5/093 Project Award 0 days Mon 9/28/094 Notice to Proceed 0 days Fri 11/20/095 Submittals & Shop Dwgs 102 days Thu 12/10/096 CONSTRUCTION 486 days Fri 11/20/097 Mobilization 13 days Fri 11/20/098 Auditorium Demo 121 days Wed 12/2/099 Site Utilities 34 days Sat 5/15/1010 Prelim Sitework/Bulk Excavation 82 days Thu 12/3/09

11 Soil Nailing & Temporary Shoring 22 days Wed 3/10/10

12 Mat Slabs/Pile Caps/Micropiles 85 days Wed 2/17/10

13 Foundation Walls 48 days Tue 5/11/1014 Steel Erection 39 days Thu 5/27/1015 Steel Erection Complete 0 days Tue 7/20/1016 Deck & Detailing 48 days Tue 6/22/1017 Fireproofing 45 days Thu 7/22/1018 Building Enclosure/Shell 237 days Thu 10/21/1019 Auditorium/Lobby Complete 0 days Thu 12/30/1020 MEP Rough In 158 days Wed 9/22/1021 MEP Finish 89 days Fri 4/29/1122 Roofing ‐ Coping & Flashing 22 days Thu 8/25/1123 Interiors 159 days Mon 2/7/1124 Punchlist 8 days Wed 8/31/1125 Final Sitework & Cleanup 45 days Fri 7/29/1126 Demobilization 10 days Mon 9/19/1127 TURNOVER/COMMISSIONING 57 days Wed 7/27/1128 Commissioning & TAB 29 days Wed 7/27/1129 Final L&I Inspection 21 days Fri 9/2/1130 Building Air Flush Out 2 days Fri 9/16/1131 Final Completion 0 days Mon 9/19/1132 University Move In 5 days Mon 9/19/1133 Construction Work Complete 0 days Fri 10/14/11

PRECONSTRUCTION

Project Bidding Period

Project Award

Notice to Proceed

Submittals & Shop Dwgs

CONSTRUCTION

Mobilization

Auditorium Demo

Site Utilities

Prelim Sitework/Bulk Excavation

Soil Nailing & Temporary Shoring

Mat Slabs/Pile Caps/Micropiles

Foundation Walls

Steel Erection

Steel Erection Complete

Deck & Detailing

Fireproofing

Building Enclosure/Shell

Auditorium/Lobby Complete

MEP Rough In

MEP Finish

Roofing ‐ Coping & Flashing

Interiors

Punchlist

Final Sitework & Cleanup

Demobilization

TURNOVER/COMMISSIONING

Commissioning & TAB

Final L&I Inspection

Building Air Flush Out

Final Completion

University Move In

Construction Work Complete

7/5 9/20 12/6 2/21 5/9 7/25 10/10 12/26 3/13 5/29 8/14 10/30 1/15October 11 March 21 September 1 February 11 July 21 January 1

Task

Split

Milestone

Summary

Project Summary

External Tasks

External Milestone

Inactive Task

Inactive Milestone

Inactive Summary

Manual Task

Duration‐only

Manual Summary Rollup

Manual Summary

Start‐only

Finish‐only

Deadline

Progress

University of Pittsburgh Chevron AnnexPittsburgh, Pennsylvania

Robert Mroskey

Project: Chevron Schedule SummDate: Tue 9/20/11

APPEN

Estimate N

Building Ty

Location:

Story CounStory HeigFloor Area

Labor TypeBasement Data ReleaCost Per SqFoot: Building Co** Only 1 F

A SubstrucA1010

A1030 A2010

A2020

B Shell B1010

DIX B.1 –

SqName: Ch

21ype: Co

CoNa

nt: 1 ht (L.F.): 16(S.F.): 35

e: UnIncluded: Noase: Yequare $1

ost: $5Floor

cture StStcaspKSSlaSlaBaExonBaFoPLFoPL

FloFloanPS

SQUARE F

quare Foot Coshevron Annex 19 Parkman Avollege, Laboratoncrete Brick Bational Averag

6 5000

nion o ear 2011 Quart143.58

5,025,500

tandard Foundrip footing, coapacity 3 KSF, 1pread footings,SF, 4' ‐ 6" squaab on Grade ab on grade, 4asement Excavxcavate and filln site storage asement Wallsoundation wallLF, 8" thick oundation wallLF, 12" thick

oor Constructioor, concrete, nd column, 35'SF total load

Architectu

FOOT EST

st Estimate Re

ve , Pittsburgh tory with FaceBack‐up / Steege

ter 3

dationsncrete, reinfor12" deep x 24" 3000 PSI concre x 12" deep

" thick, non indvation, 30,000 SF, 4'

s , CIP, 4' wall he

, CIP, 4' wall he

ion slab form, opex35' bay, 41" d

ural Engineer

TIMATE S

port

, PA , 15260e Brick with el Frame

rced, load 5.1 Kwide crete, load 50K

dustrial, reinfo

deep, sand, gr

eight, direct ch

eight, direct ch

en web bar joisdeep, 125 PSF s

Universit

ring | Septem

UMMARY

Costs are derived fro

Scope differences an

KLF, soil bearin

K, soil bearing c

orced

ravel, or comm

hute, .099 CY/L

hute, .148 CY/L

st @ 2' OC, on superimposed

ty of Pittsbur

mber 23, 201

Y

om a building model wit

nd market conditions ca

% of Total

CoS.

8.00% $$2

ng

capacity 3

$4

$0

mon earth,

$3LF, 4.8

LF, 7.2

17.90% $2$3

W beam d load, 173


1 | 22

th basic components.

an cause costs to vary sig

ost Per .F.

C

11.20 $2.26 $

4.96 $

0.17 $

3.81 $

25.20 $3.93 $

on Annex t Mroskey

gnificantly.

Cost

$392,000$79,000

$173,500

$6,000

$133,500

$882,000$137,500

B1020

B2010

B2020

B2030

B3010

B3020

C InteriorsC1010

C1020

C1030 C3010

FloanPSFicoRoFlo25ExBr8"ExAlnoGlExDohaDo0"RoRofeInRoFlaGrRoSkglaRogaSmop

s PaCofinCofinInDo3'FitLoW

oor, concrete, nd column, 35'SF total load, foreproofing, gypolumn, 3 hour roof Constructiooor, steel joist5'x30' bay, 25" xterior Walls rick wall, comp" thick, perlite xterior Windowuminum flush o intermediatelazing panel, pxterior Doors oor, aluminumardware, 6'‐0" oor, aluminum" x 10'‐0" openoof Coverings oofing, asphaltlt, mopped sulation, rigid,oof edges, alumashing, aluminravel stop, alumoof Openings kylight, plastic azing oof hatch, withalvanized steel,moke hatch, unperator

artitions oncrere block (nish oncrere block (nish terior Doors oor, single leaf‐0" x 7'‐0" x 1‐ttings ockers, steel, siWall Finishes

Architectu

slab form, opex35' bay, 41" dor columns addpsum board, firating, 14 PLFon s, beams, 1.5" deep, 40 PSF s

posite double wcore fill ws tube frame, fo

e horizontals late glass, 1/4"

m & glass, with x 10'‐0" openi

m & glass, with ing

t flood coat, gr

roof deck, comminum, duranonum, no backinminum, extrud

domes, insulat

h curb, 1" fiber, 165 lbs nlabeled, galva

(CMU) partitio

(CMU) partitio

f, kd steel fram3/4"

ingle tier, 5' to

ural Engineer

en web bar joisdeep, 125 PSF sd re rated, 2 lay

22 ga metal dsuperimposed

wythe, standar

or 1/4"glass,1‐

" thick, clear

transom, narrong transom, non‐

avel, base shee

mposite with 2odic, .050" thicng sides, .019"ded, 4", mill fin

ted curbs, 30 S

rglass insulatio

anized, 2'‐6" x 3

n, light weight

n, light weight

me, kalamein fir

6' high, per op

Universit

ring | Septem

st @ 2' OC, on superimposed

ers, 1" thick, 8

eck, on column load, 60 PSF t

rd face/CMU b

3/4"x4", 5'x6'

ow stile, doubl

‐standard, hard

et, 3 plies 15#

2" EPS, 1" perlick, 6" face

nish, .050" thic

SF to 65 SF, sin

n, 2'‐6" x 3'‐0"

3', not incl han

t, hollow, 6" th

t, hollow, 8" th

re, commercia

pening, minim

ty of Pittsbur

mber 23, 201

W beam d load, 173

8" steel

$7ns, otal load

$4ack‐up,

$opening,

$2

le door,

dware, 3'‐

$4asphalt

te

k $0

gle

",

nd winch

20.20% $2$9

hick, no

hick, no

$l quality,

$0um

$5


1 | 23

7.09 $

4.71 $

1.99 $

2.09 $

4.99 $

0.41 $

28.44 $9.31 $

1.39 $

0.04 $

5.54 $

on Annex t Mroskey

$248,000

$165,000

$69,500

$73,000

$174,500

$14,500

$995,500$326,000

$48,500

$1,500

$194,000

C3020 C3030

D ServicesD2010

D2020

D2040 D3050

D4010 D4020

D5010

D5020

2 PaWFloCaCoViCeAc&

PlWUrLaLax 2SeShWDoGa57RaRoRoTeRoSFSpWStWfloElSe3 Fe10Sw12LigReSF

coats paint onainting, mason

Wall coatings, epoor Finishes arpet tile, nyloomposition floonyl, compositieiling Finishes coustic ceilingschannel grid, s

umbing FixturWater closet, vitrinal, vitreous avatory w/trimab sink w/trim,24" OD ervice sink w/trhower, stall, fibWater cooler, elomestic Wateras fired water 76 GPH ain Water Draioof drain, CI, sooof drain, CI, soerminal & Packooftop, multizoF, 95.83 ton prinklers Wet pipe sprinktandpipes Wet standpipe roor ectrical Servicervice installatiphase, 4 wire, eeder installati000 A witchgear insta200 A ghting and Braeceptacles incl F, with transfor

Architectu

masonry withry or concretepoxy coatings,

n, fusion bondoring, epoxy, mon tile, maxim

s, 3/4"mineral suspended sup

res treous china, bchina, wall hun, wall hung, PE polyethylene,

rim, vitreous cberglass 1 piecectric, wall hur Distributionheater, comm

inageoil,single hub, oil,single hub, kage Unitsone, air condit

ler systems, st

risers, class III,

e/Distributionion, includes b120/208 V, 10on 600 V, inclu

allation, incl sw

anch Wiringplate, box, cormer

ural Engineer

block filler, latex, brushwmaximum

ed, 18" x 18" ominimumum

fiber, 12" x 12pport

bowl only with ngE on CI, 18" x 1, single bowl, d

hina, wall hunge, three walls, ng, wheelchair

ercial, 100< F r

6" diam, 10' hi6" diam, for ea

ioner, schools

eel, light hazar

steel, black, sc

nreakers, meter000 A uding RGS cond

witchboard, pan

nduit, wire, 8 p

Universit

ring | Septem

work, primer &

or 24" x 24", 35

2" tile, conceale

flush valve, wa

15"double drainbo

g 22" x 20"36" squarer type, 7.5 GPH

rise, 600 MBH

ighach additional

and colleges, 2

rd, 1 floor, 50,0

ch 40, 6" diam

ring, 20' condu

duit and XHHW

nels & circuit b

per 1000 SF, .9

ty of Pittsbur

mber 23, 201

2 coats

$5

5 oz $6

ed 2" bar

52.90% $7$3

all hung

oard, 54"

H $3

input,

$0

foot add

$25,000

$2000 SF

$0pipe, 1

$2uit & wire,

W wire,

breaker,

$9 W per


1 | 24

5.59 $

6.57 $

74.43 $31.89 $

3.21 $

0.64 $

19.00 $

2.80 $

0.27 $

2.54 $

10.47 $

on Annex t Mroskey

$195,500

$230,000

$2,605,000$1,116,000

$112,500

$22,500

$665,000

$98,000

$9,500

$89,000

$366,500

D5030

D5090

E EquipmeE1020

E1090 F Special CG Building

SubTotal ContractorArchitectuUser Fees Total Build

WMCeFlFCCoCodeFicoInOtGegaUnkV

ent & FurnishinInArdiArfibAropArdrArinOt

Construction Sitework

r Fees (Generaural Fees

ding Cost

Wall switches, 2Miscellaneous pentral air conduorescent fixtuC, 10 fixtures @ommunicationommunication etectors, includre alarm commonduit ternet wiring, ther Electrical enerator sets, as/gasoline openinterruptible VA/12.75 kW ngsstitutional Equrchitectural eqstilled water, drchitectural eqberglass, radio rchitectural eqpen rchitectural eqrawer units rchitectural eqcluding HVAC, ther Equipmen

al Conditions,O

Architectu

.0 per 1000 SFpower, 1 wattitioning powerures recess mo@32watt per 10ns and Securityand alarm sysdes outlets, bomand center, a

8 data/voice oSystemsw/battery, chaerated, 3 phaspower supply

uipmentuipment, labodeluxe uipment, laboisotope uipment, labo

uipment, labo

uipment, labodeluxe includint

Overhead,Prof

ural Engineer

F

r, 3 wattsounted in ceilin000 SF ytems, fire deteoxes, conduit addressable wit

outlets per 100

arger, muffler ae, 4 wire, 277/with standard

ratory equipm

ratory equipm

ratory equipm

ratory equipm

ratory equipming fixtures

it)

Universit

ring | Septem

ng, 1.6 watt pe

ection, addressnd wire th voice, excl. w

00 S.F.

and transfer sw/480 V, 11.5 kW battery pack,

ment glassware

ment glove box,

ment, cabinets,

ment, cabinets,

ment fume hood

ty of Pittsbur

mber 23, 201

er SF, 40

$3sable, 50

wire &

$0

witch, W

15

1.10% $$

washer,

,

wall,

base,

ds, not

$00.00% $00.00% $0

100% $2.00% $20.00% $00.00% $0

$


1 | 25

3.36 $

0.24 $

1.50 $1.50 $

0.00 $0.00 $0.00 $

140.77 $2.81 $0.00 $0.00 $143.58 $

on Annex t Mroskey

$117,500

$8,500

$52,500$52,500

$0$0$0

$4,927,000$98,500$0$0$5,025,500

APPEN

See Table

DIX B.2 –

e Below

ASSEMBL

Architectu

LY ESTIMA

ural Engineer

ATE SUMM

Universit

ring | Septem

MARY

ty of Pittsbur

mber 23, 201


1 | 26

on Annex t Mroskey

219 Parkman Ave

Pittsburgh, Assembly Summary Report

Robert Mroskey

Penn State22-Sep-11Chevron Assembly

Prepared By:

Date:

PA, 15620

Year 2011 Quarter 3

TotalDivision Description

SubstructureA $116,713.98

ShellB $3,265,100.00

InteriorsC $1,388,040.27

ServicesD $4,455,621.20

Equipment & FurnishingsE $823,970.00

Building SiteworkG $194,296.35

Grand Total

Subtotal

$307,312.25

$316,531.62

$0.00

$10,867,585.68

Subtotal $10,243,741.80

Subtotal $10,551,054.05

General Contractor's Markup on Subs 3.00%

General Conditions 3.00%

General Contractor's Overhead and Profit 3.00%

$10,243,741.80

1

219 Parkman Ave

Pittsburgh,

Assembly Detail Report

22-Sep-11

Robert Mroskey

Penn State

Prepared By:PA, 15620

Date:Chevron Assembly

Year 2011 Quarter 3

Assembly

Number

Quantity Unit Ext. Total Incl.

O&P

Description Total Incl.

O&P

A Substructure

A10102108250 4.00 Ea. $40,008.32 Spread footings, 3000 PSI concrete, load

800K, soil bearing capacity 3 KSF, 18' - 0"

square x 39" deep

$10,002.08

A10102506250 17.00 Ea. $63,307.66 Pile caps, 10 piles, 11' - 6" x 7' - 9" x 49",

120 ton capacity, 31"column size, 2345 K

column

$3,723.98

A20201202600 50.00 L.F. $13,398.00 Concrete wall, CIP foundation wall, 12"

thick, 3500 PSI concrete, 10' high

$267.96

A $116,713.98Substructure Subtotal

B Shell

B10102081500 10,000.00 V.L.F. $291,600.00 Steel column, TS7x5, 25 K, 20' unsupported

length, 14.53 PLF

$29.16

B10102412700 35,000.00 S.F. $369,250.00 W beam and girder, 20'x20' bay, 40 PSF

superimposed load, 14" deep, fireproofing

.839 SF/SF, 90 PSF total load

$10.55

B10102431950 35,000.00 S.F. $1,132,600.00 Floor - ceiling, structural steel, galvanized

composite deck, 3" deep, 20 gauge

$32.36

B10102540720 35,000.00 S.F. $738,850.00 Floor, composite metal deck, 5" slab, 20'x20'

bay, 21" total depth, 75 PSF superimposed

load, 126 PSF total load

$21.11

B10107100450 2,000.00 L.F. $82,960.00 Fireproofing, concrete, 3000 PSI, 1.5" thick,

12" x 4" steel beam, 2 hour rating, 93 PLF

$41.48

B20101282100 5,000.00 S.F. $174,050.00 Stone wall, ashlar veneer, 4" thick, 8' high,

metal studs@16" back-up, low priced stone

$34.81

B20101465300 11,000.00 S.F. $85,580.00 Metal siding panel, textured aluminum, 4' x

10' x 5/16", plywood backing, single face

$7.78

B20202201400 12,000.00 S.F. $374,160.00 Glazing panel, insulating, 1" thick units, 2

lites, 1/4" float glass, clear

$31.18

B30101603800 15,000.00 S.F. $16,050.00 Insulation, roof deck, polystyrene extruded,

2" thick

$1.07

B $3,265,100.00Shell Subtotal

C Interiors

C10101361200 75,000.00 S.F. $594,750.00 Partitions, gypsum board, 5/8" thick,

standard

$7.93

C10101382500 15,500.00 S.F. $150,815.00 Partitions, load bearing metal stud, 16 ga,

16" OC, 6" wide

$9.73

C10201141000 170.00 Ea. $183,492.90 Metal door/metal frame, flush-hollow core,

20 ga full panel, 3'-0" x 7'-0", KD drywall

frame frame, 4-7/8"

$1,079.37

C10201142360 10.00 Ea. $25,024.60 Metal door/metal frame, flush-hollow core,

louver design, 6'-0" x 7'-0", KD drywall

frame, 4-7/8"

$2,502.46

C10203100100 500.00 Ea. $3,460.00 Hinges, full mortise, low frequency, steel

base, 4-1/2" x 4-1/2", USP

$6.92

C10203100400 40.00 Ea. $6,334.80 Locksets, heavy duty cylindrical, keyed,

single cylinder function

$158.37

C10203100560 80.00 Ea. $23,456.80 Closers, rack & pinion, adjustable

backcheck, 3 way mount, all sizes, regular

arm

$293.21

C10203100740 30.00 Ea. $1,786.20 Push, push plate, aluminum $59.54

C20101301700 7.00 Flight $99,436.40 Stairs, steel, cement fill pan tread, 24 risers $14,205.20

1

Assembly

Number


O&P


O&P

C20101301800 7.00 Flight $8,928.57 Stairs, steel, cement fill pan tread, add for

intermediate landing

$1,275.51

C30102300080 60,000.00 S.F. $70,200.00 Painting, interior on plaster and drywall,

brushwork, primer & 2 coats

$1.17

C30102300260 35,000.00 S.F. $44,450.00 Painting, cabinets and casework, enamel,

primer & 1 coat

$1.27

C30204101100 3,500.00 S.F. $64,785.00 Terrazzo, minimum $18.51

C30302101000 20,000.00 S.F. $84,000.00 Suspended ceiling, 2' x 4' grid, fiberglass

board, film faced, 5/8" thick

$4.20

C30302201400 6,000.00 S.F. $27,120.00 Ceilings, suspended gypsum board, 4' x 8' x

5/8", gypsum drywall, 2 coats paint

$4.52

C $1,388,040.27Interiors Subtotal

D Services

D20101102080 12.00 Ea. $31,043.04 Water closet, vitreous china, bowl only with

flush valve, wall hung

$2,586.92

D20102102000 2.00 Ea. $2,878.54 Urinal, vitreous china, wall hung $1,439.27

D20103101600 15.00 Ea. $19,390.95 Lavatory w/trim, vanity top, PE on CI, 19" x

16" oval

$1,292.73

D20104301960 16.00 Ea. $18,243.20 Lab sink w/trim, polypropylene, cup sink,

oval, 10" x 4-1/2" od

$1,140.20

D20908100920 12,000.00 L.F. $662,400.00 Pipe cast iron, soil, B & S, service weight, 6"

diameter

$55.20

D30105301920 35,000.00 S.F. $307,300.00 Commercial building heating systems,

terminal unit heaters, forced hot water,

10,000 SF bldg,100,000 CF, total, 2 floors

$8.78

D30201242600 35,000.00 S.F. $215,250.00 Gas fired, heating and cooling, area to 3000

SF

$6.15

D30401061010 2.00 Ea. $186,517.00 AHU, field fabricated, built up, cool/heat

coils, filters, constant volume, 40,000 CFM

$93,258.50

D30401101020 1.00 Ea. $32,160.38 AHU, central station, cool/heat coils,

constant volume, filters, 5,000 CFM

$32,160.38

D30501501760 35,000.00 S.F. $393,050.00 Rooftop, single zone, air conditioner, banks

or libraries, 10,000 SF, 41.67 ton

$11.23

D30903101050 12.00 Ea. $641,328.96 Fume hood exhaust system, 10 FT long,

8000 CFM

$53,444.08

D40104202500 35,000.00 S.F. $206,150.00 Fire sprinkler system wet, ordinary hazard,

one floor, area to 8000 SF/floor

$5.89

D40203100560 4.00 Floor $31,046.32 Wet standpipe risers, class I, steel, black, sch

40, 4" diam pipe, 1 floor

$7,761.58

D50101200280 50.00 Ea. $191,170.00 Service installation, includes breakers,

metering, 20' conduit & wire, 3 phase, 4

wire, 120/208 V, 200 A

$3,823.40

D50101200520 1.25 Ea. $48,365.31 Service installation, includes breakers,

metering, 20' conduit & wire, 3 phase, 4

wire, 120/208 V, 1600 A

$38,692.25

D50102400360 1.00 Ea. $46,513.00 Switchgear installation, incl switchboard,

panels & circuit breaker, 1600 A

$46,513.00

D50201150280 35,000.00 S.F. $295,400.00 Receptacle systems, underfloor duct, 7' on

center, low density

$8.44

D50202481300 50.00 Ea. $22,681.00 Lighting, fluorescent, surface mounted, 2' x

4', acryl prismatic diffuser

$453.62

D50202481400 75.00 Ea. $29,461.50 Lighting, fluorescent, strip fixture, 8' long,

two 8' lamps

$392.82

D50303100320 35,000.00 S.F. $411,250.00 Telephone systems, underfloor duct, 7' on

center, high density

$11.75

D50309100280 2.00 Ea. $263,702.00 Communication and alarm systems, includes

outlets, boxes, conduit and wire, sound

systems, 100 outlets

$131,851.00

D50902101400 1,500.00 kW $400,320.00 Generator sets, w/battery, charger, muffler

and transfer switch, diesel engine with fuel

tank, 1000 kW

$266.88

D $4,455,621.20Services Subtotal

E Equipment & Furnishings

2

Assembly

Number


O&P


O&P

E10207300110 1,000.00 L.F. $223,330.00 Architectural equipment, laboratory

equipment, cabinets, wall, open

$223.33

E10207300120 1,000.00 L.F. $600,640.00 Architectural equipment, laboratory

equipment, cabinets, base, drawer units

$600.64

E $823,970.00Equipment & Furnishings Subtotal

G Building Sitework

G20103052000 140.00 L.F. $1,318.80 Concrete curb, 6" wide, 18" high,

cast-in-place

$9.42

G20103053000 100.00 L.F. $2,329.00 Granite curb, 4-1/2" wide, 12" high precast $23.29

G20301201600 5,000.00 L.F. $124,500.00 Concrete sidewalk, 4" thick, 4" gravel base,

4' wide

$24.90

G20301506100 500.00 S.F. $20,125.00 Plaza, granite pavers, 3-1/2" x 3-1/2" x

3-1/2" thick, slab-on-grade, mortar bedding

$40.25

G20504201000 1,500.00 S.Y. $18,015.00 Lawn establishment, with loam, lime,

fertilizer, seed, hay mulch

$12.01

G30603201010 1.00 Ea. $28,008.55 Storage tank, fuel, underground, double wall

steel, 500 gallon

$28,008.55

G $194,296.35Building Sitework Subtotal

3

APPEN

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1 | 32

on Annex t Mroskey

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