estimation of a office building

7/24/2019 estimation of a office building

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PROJECT COST ESTIMATING - BLDG 6851

Submitted by: Group 1

DEPARTMENT OF BUILDING, I!IL " EN!IRONMENTAL ENGINEERING

Project Report

BLDG 6851 Project Cost Estimating 1


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ACKNOWLEDGEMENT

We would lie to con!e" our special t#ans to Dr$ %ona %etwall" &'ou#amad( )or gi!ing us

t#e opportunit" in woring on t#is project wit# #er e*cellent guidance and #er !alua'le

ad!ices regarding t#e project t#at #elped us to complete t#is project$

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TABLEOFCONTENTS

+&BLE ,- C,.+E.+/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

L0/+ ,- -0GRE/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

L0/+ ,- +&BLE/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

/ummar"$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $$$

1$ WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$ $$$

1$1$ 0ntroduction to WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

1$2$ %et#odolog"$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

1$3$ De!eloping WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

2$0ntroduction to t#e Gi!en project$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

3$Pacage 1$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

4$Pacage 2$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

5$Pacage 3$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

6$ Conclusion$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

$ &''re!iations$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

8$ Re)erences$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

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LISTOFFIGURES

-igure 1 General Re7uirements WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 2 /ite Wor WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$-igure 3 Concrete WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 4 %etal WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 5 Wood and Plastics WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 6 +#ermal and %oisture Protection WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure Doors and Windows WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 8 -inis#es WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 9 /pecialties WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 1: -urnis#ing WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 11 Con!e"ing /"stems WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 12 %ec#anical Wors WB/$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$-igure 13 Paring Le!el 1; Building &$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 14 Paring Le!el 1; Building B$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 15 /$,$G$ /ections$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 16 Concrete Column Rein)orcing +"pe$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 1 Concrete Wall Rein)orcing B$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 24 Plan o) o))ice 2nd)loor Building > &$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 25 Plan o) o))ice 2nd)loor sla' Building > &$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 26 Plan o) o))ice 2nd)loor Building > B$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 2 Plan o) o))ice 2nd)loor sla' Building > B$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 28 Plan o) 3rd and 4t# )loor Building > &$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 29 Plan o) 3rd and 4t# )loor sla' Building > &$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 3: Plan o) 3rd and 4t# )loor Building > B$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

-igure 31 Plan o) 3rd and 4t# )loor sla' Building > B$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$

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LISTOFTABLES

T&b'e 1 ( )u&*tity t&+e( &*d pri-i*. /or Fou*d&tio* o*-rete00000000000000000000000000000000

T&b'e # ( )u&*tity t&+e( &*d pri-i*. /or Fou*d&tio* Rei*/or-eme*t000000000000000000000000

T&b'e $ ( )u&*tity t&+e( &*d pri-i*. /or S0O0G0 o*-rete P&r+i*. Le2e' 1(

Bui'di*. A " B3000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

T&b'e % ( )u&*tity t&+e( &*d pri-i*. /or S0O0G0 rei*/or-eme*t P&r+i*. Le2e' 1(

Bui'di*. A " B3000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

T&b'e 4 ( )u&*tity t&+e( &*d pri-i*. /or o'um* o*-rete P&r+i*. Le2e' 1(

Bui'di*. A " B3000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

T&b'e 5 ( )u&*tity t&+e( &*d pri-i*. /or o'um* Rei*/or-eme*t P&r+i*. Le2e' 1(

Bui'di*. A " B3000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

T&b'e 6 ( )u&*tity t&+e( &*d pri-i*. /or 7&'' o*-rete P&r+i*. Le2e' 1( Bui'di*.

A " B300000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

T&b'e 8 ( )u&*tity t&+e( &*d pri-i*. /or 7&'' Rei*/or-eme*t P&r+i*. Le2e' 1(

Bui'di*. A " B3000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

T&b'e 9 ( )u&*tity t&+e( &*d pri-i*. /or R&mp o*-rete00000000000000000000000000000000000000000

T&b'e 1()u&*tity t&+e( &*d pri-i*. /or 7&'' Rei*/or-eme*t0000000000000000000000000000000000

T&b'e 11 ( )u&*tity t&+e(o &*d pri-i*. /or Rei*/or-eme*t Grou*d 'e2e' ;'&b

Bui'di*. < A000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

T&b'e 1# ()u&*tity t&+e(o &*d pri-i*. /or o*-rete Grou*d 'e2e' ;'&b Bui'di*. F'oor Bui'di*. F'oor Bui'di*. < A00000000

T&b'e $$ ( )u&*tity t&+e(o &*d pri-i*. /or Rei*/or-eme*t T>ird F'oor Bui'di*. < A

000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

T&b'e $% ( )u&*tity t&+e(o &*d pri-i*. /or Rei*/or-eme*t Fourt> F'oor Bui'di*. F'oor Bui'di*. < A00000000

T&b'e $6 ( )u&*tity t&+e(o &*d pri-i*. /or Rei*/or-eme*t T>ird F'oor Bui'di*. < B

000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

T&b'e $8 ( )u&*tity t&+e(o &*d pri-i*. /or Rei*/or-eme*t Fourt> F'oor Bui'di*. F'oor Bui'di*. < B000000000

T&b'e %1 ( )u&*tity t&+e(o &*d pri-i*. /or Rei*/or-eme*t T>ird F'oor Bui'di*. < B

000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000T&b'e %# ( )u&*tity t&+e(o &*d pri-i*. /or Rei*/or-eme*t Fourt> F'oor Bui'di*. F'oor Bui'di*. < B00000000

T&b'e %4 ( )u&*tity t&+e(o &*d pri-i*. /or o*-rete Roo/ Le2e' Bui'di*. A " B000 00

T&b'e %5 ( )u&*tity t&+e(o &*d pri-i*. /or Rei*/or-eme*t Roo/ Le2e' Bui'di*. A

" B000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000

T&b'e %6 ( Fi*&' Summ&ry S>eet Per P&-+&.e No0 100000000000000000000000000000000000000000000000000

T&b'e 68 ( Fi*&' Summ&ry S>eet Per P&-+&.e No0 #00000000000000000000000000000000000000000000000000

T&b'e 69 ( Fi*&' Summ&ry S>eet Per P&-+&.e No0 $00000000000000000000000000000000000000000000000000T&b'e 4 ( Fi*&' Summ&ry S>eet For Pro?e-t00000000000000000000000000000000000000000000000000000000000000



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SUMMARY

.owada"s &rc#itecture( Engineering and Construction 0ndustr" are !er" demanding in

accurate cost estimation( sc#eduling and project management construction processes$ +#ese

0ndustries are d"namic places( w#ere numerous contractors( su'contractors( trades people and

la'ourers come toget#er to carr" out tass and complete t#e project$

E))icient management and e*ecution o) t#ese acti!ities using t#e a!aila'le resources are

usuall" di))icult and )re7uentl" pro'lematic$ +#is leads to wastage o) time( mone" and

resources$ +#ere)ore( in t#is project report t#e )irst )ocus is concentrated on De!elopment o)

detailed Wor Breadown /tructure( t#en we are going to introduce t#e gi!en case stud"

?-our store" o))ice 'uilding@and #ow we assigned a scope o) wor( calculation o) Auantit"

tae;o))( Cost estimation( Complete Bid Estimate and Pro)it estimation$

,ur /u'mittal consists o)

,ne electronic cop" PD- )ile o) t#e w#ole project



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1. WORKBREAKDOWNSTRUCTURE

1.1. Introduction

& wor Breadown /tructure commonl" nown as WB/( is a #ierarc#ical 'readown o) a

project into simpler tass or deli!era'les$

+#e Wor Breadown /tructure WB/ identi)ies t#e projects tass and pro!ides a

)ramewor )or organi=ing and managing t#e wor$ +#e importance o) t#e WB/ deri!es )rom

t#at it is t#e cornerstone )or most o) t#e project p#ases )or e*ample as( 'ut not limited to

Project Planning

E*ecution

Project Controls

Project reporting

Cost estimation

/c#eduling



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+#ere)ore( t#e planning and de!elopment o) t#e WB/ s#ould 'e done care)ull" as its structure

and codes integrate all t#e project components /cope( /c#edule and Cost$ +#e WB/ is

necessar" to ac#ie!e all t#e tec#nical o'jecti!es o) t#e wor descri'ed$

& wor Breadown /tructure commonl" nown as WB/( is a #ierarc#ical 'readown o) a

project into simpler tass or deli!era'les$& WB/ can 'e created '" 'reaing down a project into major di!isions( 'ased on t#eir

disciplines or t#e actual wor areap#ase o) t#e project$ +#ese di!isions can )urt#er 'e su';

di!ided into more categories( and can t#ere)ore 'e monitoredcontrolled accordingl"$ +#e

le!el o) detail mainl" depends on t#e purpose t#e WB/ is 'eing esta'lis#ed )or$

1.2. Mt!odo"o#$

-or our case stud"( t#e Wor Breadown /tructure was carried out depending on its

)unctions$ %aster-ormat was used to identi)" le!els o) )unctions su'ject to t#e project si=e(

comple*it" and organi=ation are more logical to 'readown to cost centers pacages w#ic#can 'e measura'le and controlla'le '" its )unctions$

-irst( t#e WB/ was done according to t#e owners point o) !iew and t#e contractor e*panded

t#e WB/ on t#e e*ecution part to s#ow t#e project components and se7uence o) t#e wors$

Code accounts were gi!en to eac# le!el o) t#e WB/ to mae it eas" to trac t#e c#anges

#appening speciall" to t#e cost centers$

We )ound t#at considering t#e scope o) t#is project( it would 'e relati!el" con!enient to

di!ide t#e wor according to t#eir discipline$ We assumed t#at eac# wor pacage would 'e

assigned to one contractor$ Breaing down t#e wor according to t#eir disciplines would

pre!ent clas#es and disputes amongst !arious contractors woring on t#e same project$

0n order to create our coding s"stem we initiall" considered t#e master )ormat w#ic# is

widel" used t#roug#out t#e industr" #owe!er we decided to de!elop our own codes 'ased on

general nowledge 'ecause it is simpler to descri'e$ +"picall"( eac# speci)ic component o)

t#e 'uilding would #a!e a !er" speci)ic code w#ic# would 'e assigned 'ased on )actors suc#

as categor"( location and t"pe o) wor in!ol!ed$

%aster-ormat is t#e speci)ications;writing standard )or most commercial 'uilding design and

construction projects in .ort# &merica and its num'ers and titles are internationall"

structured$ 0t is a product o) t#e Construction speci)ications 0nstitute C/0 and Constructions

/peci)ication Canada$

We esta'lis#ed t#e WB/ 'ased on t#e wor;pacage assigned to eac# 'uilding component$Eac# 'uilding component was di!ided in common wor;pacages suc# as Ci!il( Electrical(

%ec#anical and &rc#itectural$

1.%. D&"o'in# WBS

De!elopment o) a WB/ re7uires a t#oroug# understanding o) t#e project scope o) wor$

E*perience in 'uilding is e" to esta'lis#ing a )unctional WB/$ +#e WB/ and t#e #ierarc#"

o) wor pacages o) w#ic# it is composed are used to determine t#e status o) a project and to

manage t#e project )rom a time( cost( and 7ualit" perspecti!e$ %entall"( 'uilding a WB/

structures t#e wor t#at must 'e p#"sicall" accomplis#ed to reali=e t#e project and its end

o'jecti!e$



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0n esta'lis#ing t#e WB/( t#e )ollowing guidelines need to 'e considered

Wor pacages must 'e clearl" distinguis#a'le )rom ot#er wor pacages$

Eac# wor pacage must #a!e a uni7ue starting and ending date$

Eac# wor pacage s#ould #a!e its own uni7ue 'udget$

Wor pacages s#ould 'e small enoug# t#at precise measurement o) wor progress is possi'le$

Planning can 'e t#oug#t o) as t#e de)inition and se7uencing o) t#e wor pacages wit#in a

gi!en project$ .amel" Planning Wor BreadownF Wor /e7uencing$

Planning leads to a re)inement o) t#e scope o) wor as esta'lis#ed in t#e contract documents$

& good plan reduces uncertaint" and impro!es e))icienc"$ +#e WB/ also assists in

determining t#e le!el o) planning re7uired$

0n construction( t#e !arious aspects o) t#e wor t#at contri'ute to 'readown o) t#e project

into pacages relate to

%et#ods used to place wor$ /ills needed )or t#e wor$

Cra)t worers in!ol!ed$

Critical resources e$g$( cranes( crews( etc

+#e de)inition o) wor pacages can 'e )acilitated '" using categories w#ic# #elp in

esta'lis#ing a le!el o) uni7ueness$ -or t#is e*ample( t#e )ollowing )our categories #a!e 'een

de)ined

Location or area wit#in t#e project e$g$( )oundation>pile cap$

%aterial t"pe e$g$( concrete( steel( $

%et#od o) installation e$g$( e*ca!ation$

+"pes o) resources re7uired e$g$( la'or and e7uipment needed$



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OWNERS(S WBS



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CONTRACTOR(S WBS

BLDG 6851 Project Cost Estimating 1#


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-igure 2 /ite Wor WB/

-igure 3 Concrete WB/

-igure 4 %etals WB/

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-igure 5 Wood Plastics WB/

-igure 6 +#ermal %oisture Protection WB/



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-igure Doors Windows WB/

-igure 8 -inis#es WB/

-igure 9 /pecialties WB/



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-igure 1: -urnis#ing WB/

-igure 11 Con!e"ing /"stems WB/

-igure 12 %ec#anical Wors WB/



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2. INTRODUCTIONTOT*EGI)ENCASESTUDY

Name of the Project:-our store" ,))ice 'uilding

Procedure of work:

,ur group #as learnt pro!ided project documents and met to ela'orate t#e scope o) wor$

&t#oroug# understanding o) items included in t#e scope o) wor was de!eloped '" stud"ing

t#e project drawings and speci)ications$ &)ter #a!ing clari)ied t#e scope o) wor( t#e scope

was di!ided into t#ree wor pacages and allocated among si* group mem'ers$

Scope of Work: +#e scope o) wor was gi!en '" t#e Pro)essor to entirel" co!er t#e )ollowing

items

-oundation Wor

Concrete

Rein)orcement

Roo)

/teel

+#e wor is di!ided in t#ree categories and allocated to si* estimators(

1. Package 1 (Substructure Foundations)estimated '" +amara Ga!rileno( &'dulnaser

&lamari and H!onne ,c#eo#a( &mandeep /ing# and Badwal;Iuldip /ing#$

-oundation piles

-oundation concrete and rein)orcement

Colums concrete and rein)orcement

/la' on grade concrete and rein)orcement

E*terior and 0nternal Walls on t#e Parade )loor concrete and rein)orcement

2$ Package 2 (Super structure(from round to Fourth f!oors))estimated '" +amara

Ga!rileno( &'dulnaser &lamari and H!onne ,c#eo#a( &mandeep /ing# and Badwal;

Iuldip /ing#$

Beams

Walls

/la's /tairs



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Project Report

Columns

Drop Panles

Pier caps etc$

3$ Package " (Super Structure # Penthousem$%oof and &ei!ing)estimated '" /#ai

/irajuddin$

&)ter #a!ing a clear understanding o) scope o) wor eac# su';group started t#e 7uantities

taeo))$ Auantities were taen o)) )rom drawings using %etric units s"stem$ During t#e

7uantit" sur!e" stage( t#e group #ad se!eral progress and coordination meetings in order to

e*c#ange proposals and to ensure t#at all wor pacages are )ollowing t#e same structured

met#od$ &)ter t#e 7uantit" taeo)) stage was completed( we 'egan to assign prices to it$

+#e pricing was done '" using R/ %eans 2:15 )or Building Construction Costs Estimation$

B" using R/ %eans pricing met#od( e!er" assigned estimator per pacage selected t#e

appropriate R/ %eans lines o) material unit price according to t#e re7uirements o) t#e project

speci)ications$

+#e cost o) wastage is collecti!el" assume to 'e 5 J o) t#e total price$ +#e )inal 'id price was

calculated '" appl"ing 1:J contingenc" to t#e total )inal price to account )or material price

escalation( la'or wage increase( in)lation rates and construction ris$

Not+

%ost o) t#e )igures in t#e project are e*tracted )rom t#e gi!en project drawing s#eets$

Pricing is calculated )or all t#e material items using,RS M-n Bui"din#

Contruction Cot d-t- 2/10



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1.ACKAGE1+ SUBSTRUCTURE3FOUNDATIONANDARKINGFLOOR4

Eti5-td 6$+ +amara Ga!rileno( &'dulnaser &lamari and H!onne ,c#eo#a( &mandeep

/ing# and Badwal;Iuldip /ing#

1.1. INTRODUCTION

+#e )ollowing wor items are estimated under super structure

1$1$1$ +ass Per)ormed and &ssumptions$

+#e 7uantit" tae o)) o) eac# wor item are calculated using t#e dimensions s#own on

t#e gi!en drawings$

-irst centre line perimeter lengt# is calculated )or eac# o) wall )rom gi!en )loor plan

/ee -igure 13 14$ Widt# and #eig#t are calculated )rom drawings$ Auntities are

deri!ed depending on t#e wor items '" multipl"ing t#e dimensions lengt#( widt#(

#eig#t and num'er$

,penings are deducted )rom t#e 7uantites w#ere it applies to get t#e .et !alue$

-ollowing con!ersion )actors are used

1 m 3$28 )t

1 mK 1:$6 /$-$

1 m 1$31 CH

1 g :$::11 ton

1 g 2$2 l'

Eac# nit Price is multiplied wit# Auantities taeo)) to get t#e cost o) material .

+#e Tot-" Inc"udin# O&r!-d 7 ro8itcolumn add 1:J to t#e 'are material cost$

BLDG 6851 Project Cost Estimating #


21/65

Project Report

1.2. FOUNDATION

1$2$1$ -,.D&+0,.; B0LD0.G & B

03 31 13.35 FOUNDATION CONCRETE

CSI CODEMATERIALDESCRIPTI

ON

AIRENT.

QUANTITYUNIT

MATERIALPRICE PER

UNIT, $

TOTALCOST, $

TOTALINCL. OP,

$

03 31 13 35 0350

C!"#%&%'!!&(")*P(+%

504 $5950%8 m@ 1%#055441$450#

16$55%9108$

9

03 31 13 35 000

C!"#%&%PC

50418401#$6

64m@ 1$5061

144%04648

169%05$$%

03 31 13 35 000

C!"#%&%&!//(")

504 1440#%5#1 m@ 1$5061###$#08

96$#%%4509

6188.

608801888.5

631+a'le 1 Auantit" tae;)) and pricing )or -oundation Concrete

03 1 11.60 FOUNDATION REINFORCEMENT

CSI CODE

MATERIALDESCRIPTION

N!LENGT2

, QUANTITY

UNIT

MATERIALPRICE PER

UNIT, $

TOTALCOST, $

I

03 1 11 6005 00

R%40M

- 90884$#80#$%

5+. 096

41580$8645#

03 1 11 6005 50

R%45M '!P(+%

#18

(1$9%%%0$

4%+. 096

1$4#510#$%

03 1 11 60

05 50

R%4

5M

- 5105%650$6

91

+. 096$9%840186

6$03 1 11 60

05 50R%430M

- 460%#%4#8#0%#

56+. 096

%$9#$094$9

03 1 11 6005 00

S&(/15M

- %0#59551$480%%

16+. 096

494160588%4

03 1 11 6005 00

S&(/0M

- 9088$1$80#5

$##+. 096

#9#$%0114$#

03 1 11 6005 50

S&(/5M

- 40%9%5%%#04

##4+. 096

%4%806958

3563.17

9

BLDG 6851 Project Cost Estimating #1


22/65

Project Report

+a'le 2 Auantit" tae;)) and pricing )or -oundation Rein)orcement

1.%. ARKING LE)EL 1: BUILDING A 7 B

-igure 13 Paring Le!el 1; Building &

BLDG 6851 Project Cost Estimating ##


23/65

Project Report

-igure 14 Paring Le!el 1; Building B

1$3$1$ /L&BE ,. GR&DE

-igure 14 /$,$G$ /ections

BLDG 6851 Project Cost Estimating #$


24/65

Project Report

03 31 13.35 S.O.G. CONCRETE

CSI CODEMATERIAL

DESCRIPTIONQUANTITY

UNIT

MATERIAL PRICEPER UNIT, $

TOTALCOST, $

TOTALINCL. OP,

$

03 31 13 35

0 0

C!"#%&% S+4-!"-

)%

680$%%

588m@ 1$5061

155$8041

##

116$#0$5$

%03 31 13 35

0 0S.O.G. E+%9&!:%

%#09%$#55

m@ 1$506148540%4%

895%4109944$

811503.

61357.35

+a'le3 Auantit" tae;)) and pricing )or /$,$G$ Concrete Paring Le!el 1; Building & B

03 1 11.60 S.O.G. REINFORCEMENT

CSI CODEMATERIAL

DESCRIPTIONLENGT2,

QUANTITYUNIT

MATERIAL PRICEPER UNIT, $

TOTALCOST, $

TOTALINCL. OP,

$

03 1 11 6006 00

R%4 10M$#408

$4#8#940%$

9%8. 096

#6%%50465#9

$1910#$$9#

03 1 11 6006 00

R%4 15M1610

9$4646094

#8#. 096

448%0$8#%#$

51%#08#555

03 1 11 6006 00

R%4 5M $%01 155011 . 096144609#5

6161$0619$

6

03 1 11 6006 00

S&(/10M;00

560$ 140551 . 0961#0%911

611#06%#8

6

3761.365 38160.5175+a'le4 Auantit" tae;)) and pricing )or /$,$G$ rein)orcement Paring Le!el 1; Building & B

1$3$2$ C,L%./

03 31 13 35 COLUMN CONCRETE *PAR


25/65

Project Report

-igure 15 Concrete Column Rein)orcing +"pe

03 1 11.60 COLUMN REINFORCEMENT *PAR


26/65

Project Report

CSI CODEMATERIAL

DESCRIPTIONAIRENT.

QUANTITYUNIT

MATERIALPRICE PER

UNIT, $

TOTALCOST, $

TINC

03 31 13 3507 00

C!"#%&%F!"&(!" ++

8%8909$4%

#4m@ 1%808

65%5901#11$

8%1

03 31 13 3507 00

C!"#%&% S?%++ 8 650%5$%4 m@ 1%808

119$%0%14#8

1$1

88703.53671

+a'le Auantit" tae;)) and pricing )or Wall Concrete Paring Le!el 1; Building & B

-igure 16 Concrete Wall Rein)orcing


27/65

Project Report

03 1 11 600 00

R%4 15M1490%

6$%#4#5086

6$1+. 096

%1#410699

03 1 11 600 50

R%4 5M 609511901#5

4+. 096

164084#64

!"% 3 * !'!"%

03 1 11 600 50

R%4 5M $09811%#0456

4+. 096

1180#9%64

03 1 11 600 00

S&(/ 15M $098$%054#$

#+. 096

$$0%$#64%

!"% 7 * !'!"%

03 1 11 600 50

R%4 5M $098 6#%0444 +. 0966#0818$

4

03 1 11 600 00

S&(/ 15M $098 $#90941# +. 096$#04#5

5%

!"% * !'!"%

03 1 11 600 50

R%4 5M 8094 1560#4 +. 09615#01888

4

03 1 11 600 00

S&(/ 15M 8094#%01418$

$$$+. 096

#$0%#6#68$$

03 1 11 600 00

R%4 10M 8094 1101%6 +. 096 1081#49

03 1 11 600 00

S&(/ 10M 80941405514$

4+. 096

14019158894

!"% 10 * !'!"% 6

03 1 11 600 50

R%4 5M 1909 55808# +. 096 5%80644%

03 1 11 600 00

S&(/ 15M 1909 1680$4# +. 09616$01%

%!"% 17 * !'!"% 1

03 1 11 600 00

R%4 15M 1%0#8 %%0488 +. 096 %$0#4$5

03 1 11 600 00

S&(/ 15M 1%0#8 %%01%#1# +. 096%#081684

5%!"% 15 * !'!"% 3

03 1 11 600 00

R%4 15M 1%0#8 1$$065% +. 0961#90641

8

03 1 11 600 00

S&(/ 15M 1%0#8 1$104$%5 +. 0961#604884

5#!"% 16 * !'!"%

03 1 11 600 00

R%4 15M 8094 55088# +. 096 5%08644%

03 1 11 600 00

S&(/ 15M 8094%60454$

$$$+. 096

%501$$616$$

TOTAL

03 1 11 600 00

R%4 10M 8094 1101%6 +. 096 1081#49



28/65

Project Report

03 1 11 600 00

R%4 15M14%509

8$%#66#011

1$1+. 096

%1%8809%696

03 1 11 600 50

R%4 5M %%066 $81#0#6% +. 096$596094

68

03 1 11 60

0 00

S&(/ 10M 80941405514$

4

+. 09614019158

89403 1 11 600 00

S&(/ 15M 6%0$#1950$%%

56+. 096

15$0%4%#58

766.313

5

+a'le 8 Auantit" tae;)) and pricing )or Wall Rein)orcement Paring Le!el 1; Building & B



29/65

Project Report

1$3$4$ R&%P

-igure 1 Concrete Ramp /ection

03 31 13. 35 RAMP CONCRETE

CSI CODEMATERIAL

DESCRIPTION

QUANTIT

Y

UNI

T

MATERIAL PRICE

PER UNIT, $

TOTAL

COST, $

TOTA

O03 31 13 35

07 00C!"#%&%

R/%61048# m@ 1%808

598$1085#45

65814

6831.8656

681

+a'le 9 Auantit" tae;)) and pricing )or Ramp Concrete

03 1 11.60 RAMP REINFORCEMENT

CSI CODEMATERIAL

DESCRIPTION

LENGT

2,

QUANTI

TYUNIT

MATERIALPRICE PER

UNIT, $

TOTAL

COST, $

TINC

03 1 11 6006 00

R%4 10M 5$091$6108

1+. 096

1$#909%846

1%5#

13.785

176

+a'le 1: Auantit" tae;)) and pricing )or Wall Rein)orcement



30/65

Project Report

2. ACKAGE2+ SUERSTRUCTURE

Eti5-td 6$+ +amara Ga!rileno( &'dulnaser &lamari and H!onne ,c#eo#a( &mandeep/ing# and Badwal;Iuldip /ing#$

2.1. INTRODUCTION+

In t!i c- tud$; t! u'r tructur cont-in +

Beams

Walls

/la's

/tairs

Columns

Drop Panles

Pier caps etc$

+#e 7uantites are calculated according to eac# section$ +#e !olume o) concrete )or eac# sla'

is calculated separatel" depending upon t#eir le!el and p#asesM & and B$ -rom sla'

rein)orcement details( t#e t#icness and ot#er details o) ground sla' o) 'ot# )aces di))ers )rom

ot#er sla' on upper le!els$ /o t#ats w#" we calculated t#e !olume o) concrete(

rein)orcement saperatel"$ Walls( 'eams and ot#er deails w#ic# are a'o!e ground le!el sla' on

'ot# p#ases are counted saperatel" in di))erent e*cel s#eets$ &)ter t#at sla's o) le!el 2 on 'ot#

)aces too into consideration and t#eir !olume o) concrete )or eac# sla' o) 'ot# )aces andot#er sections w#ic# are a'o!e t#e sla's are counted saperatel"$ /la's and upper sections o)

le!el 3 and 4 o) 'ot# )aces contain same details and t#at is w#" we too same !alues o)

!olume o) concrete as well as o) rein)orcement$ &t t#e end( we just summarised w#ole !alues

o) eac# )loor and )rom t#ere( we calculated t#e price )or t#is super structure$

.. A/&(!" W#ile calculating t#e price o) di))erent 'ars #a!ing di))erent diameter( to mae our

calculations simple( we assumed t#at t#ere is a pro!ision o) Plain /teel Rein)orcement

Bars and in t#is assumption( we got same price )or w#ole 'ars irrespecti!e o) t#eir

postion( w#et#er t#ose 'ars were in )ooting( sla' or in walls$

BLDG 6851 Project Cost Estimating $

Re)erence )rom

R/ means 2:15/i=e o) Bars %aterial Price ton

:3 21 11$6: :1:: Beams and Girders N3 to N 9:

:3 21 11$6: :15: N8 to N18 9:

:3 21 11$6: :2 :: Columns N3 to N 9:

:3 21 11$6: :2 5: N8 to N 18 9:

:3 21 11$6:$:4 :: /la's N3 to N9:

:3 21 11$6:$:5 :: -ootingsN4 to N 9:

:3 21 11$6: 55 :: N8 to N 18 9:


31/65

Project Report

We con!erted 'ars #a!ing $/$ standard /i=e to %etric Bar si=e )rom t#e )ollowing ta'le o)

con!ersion:PRP,/E/ &.D +HPE/ ,- RE0.-,RC0.G /+EEL( n$d$

-igure 18 $/$ standard /i=e to %etric Bar si=e

+o mae our calculatiuons more simple( we con!erted Price +on to PriceIg 'ecause )rom

our re)erencesmetric mass con!ersionscanada wide rein)orcement steel co ltd( n$d$ we got

Diameter !ersus Weig#t relations#ips in terms o) Igm$

-igure 19 %etric %ass Con!ersion

BLDG 6851 Project Cost Estimating $1


32/65

Project Report

We got weig#t !ersus lengt# relations#ips )or di))erent angles )rom )ollowing ta'lescanadian codes( n$d$

-igure 2:Weig#t !ersus lengt# relations#ips )or di))erent anglescanadian codes( s$d$

BLDG 6851 Project Cost Estimating $#


33/65

Project Report

*-&$ C.YR:331:5;2:$::2: 2::: 9

R:331:5;2:$:1:: 25:: 99$5:

R:331:5;2:$:15: 3::: 1:2

R:331:5;2:$:2:: 35:: 1:4R:331:5;2:$:3:: 4::: 1:

R:331:5;2:$:35: 45:: 11:

R:331:5;2:$:4:: 5::: 113

R:331:5;2:$:411 6::: 116

%oreo!er we #ad some !alues l"ing in 'etween standars !alues so we did interpolation as

well as con!ersion o) units and at t#e end did multiplication wit# !olume o) concrete to get

t#e price in terms o) cu'ic meter$

CSI Cod T$' Strn#t! in 'i ric>cu6ic 5tr

R:331:5;2:$:35: Beams 43:: 142$22

R:331:5;2:$:35: /la's 43:: 142$22R:331:5;2:$:411 Columns 6::: 151$612

R:331:5;2:$:4:: Walls 516: 148$31

BLDG 6851 Project Cost Estimating $$


34/65

Project Report

.3. G!" L%9%+ S+4

#0$010 Grou*d Le2e' S'&b Bui'di*. A

-igure 21 Plan o) Ground le!el sla' Building > &

G!" L%9%+ S+4 B(+(") A R%("'!#%%"&

CSI CODE B(%

L%")&?, %()?& @) P(#% /% "(&, $ T!&+ /(#%,$

03 1 11 60 07

0014 m 8#18095$ 1#9$066191 096 1#415054864

03 1 11 60 07

00# m 68$#0# 18%%%08$1 096 168910%856

03 1 11 60 07

00#4 m 5#9 #%5808#4 096 #$9%065#4

+a'le 11 Auantit" tae;o)) and pricing )or Rein)orcement Ground le!el sla' Building > &

G!" L%9%+ S+4 B(+(") A C!"#%&%

CSI CODE

A% !'

+4,

A% !'

+4

T?(#@"%

=!+% !'

C!"#.

P(#%

/%

T!&

/(#03 31 05 0

07 11

$#%51$#

$#%501$# 0#4 81104$$ 1%#0##

114%

#$+a'le 12 Auantit" tae;o)) and pricing )or Concrete Ground le!el sla' Building > &

BLDG 6851 Project Cost Estimating $%


35/65

Project Report

2$3$1$1$ Calculations )or di))erent sections o) ground le!el sla' 'uilding ; &

R%("'!#%%"&

CSI CODE B S(% L%")&?, %()?&, @) P(#% /% @)T!&+ /(#%,

$

03 1 11 60

07 001 M 4180$#$$

$9$901441

%5096

$8#098%9#

03 1 11 60

07 0014 M 116#$04%9$$

18%4096#

%5096

1684$069$#8

03 1 11 60

07 00#4 M

$85$0441%

%4

1415%0%$9

%#096

1%69045#%

03 1 11 6007 00

$ M $%40#% 189609$8 09618%01898

5

03 1 11 60

07 00A*.'e #60#5$ %850%6$% 096 %610869198

C!"#%&% =!+%

CSI CODE T/% =!+% !' #!"#. P(#%

/%

T!&+ /(#%

$03 31 05 0

03 50B% %$064848 1%#0##

5##$0$%4#%

803 31 05 0

07 00++ 1$$09158 1%80$1

196$806$4#

#03 31 05 0

07 11C!+" 160$5165#4 141051#

#48#088864

%03 31 05 0

03 50

S%#&(!" (" +4 H

!/ /"%+1$90#9#1$64 1%#0## 198101#68

+a'le 13 Auantit" tae;o)) and pricing )or Rein)orcement )or di))erent sections on

Ground le!el sla' Building > &

+a'le 14 Auantit" tae;o)) and pricing )or Concrete )or di))erent sections on




36/65

Project Report

2$3$2$ Ground Le!el /la' Building B

-igure 22 Plan o) ground le!el sla' Building > B

G!" L%9%+ S+4 B(+(") B R%("'!#%%"&

CSI CODE B S(% L%")&?, %()?& @) P(#% /% @)T!&+ /(#%

$

03 1 11 60

07 00

14 M 6##90$ 11$401 096 11904

03 1 11 6007 00

# M 66980# 18$5%0651 096 1681$08#

03 1 11 6007 00

#4 M %81 188609#4 096 18$10#9

+a'le 15 Auantit" tae;o)) and pricing )or Rein)orcement

Ground le!el sla' Building > B



37/65

Project Report

G!" L%9%+ S+4 B(+(") B C!"#%&%

CSI CODEA% !'

+4

A% !'

+4

T?(#@"%

=!+% !'

C!"#.

P(#%

/%

T!&+

/(#%

03 31 05 0

03 50

#$91##5$

#$910##5

$ 0#4 496085464 1%#0## 84190#1

+a'le 16 Auantit" tae;o)) and pricing )orConcrete


2$3$2$1$ Calculations )or di))erent sections o) ground le!el sla' 'uilding ; B

R%("'!#%%"&

CSI CODE BS(%

L%")&? %()?& @) P(#% /% @) T!&+ /(#%$

03 1 11 6007 00

1 M %%%0%5#%56 $%84065$$5 096$$810191%

4

03 1 11 6007 00

14 M 149#60995#$ #45094%9 096#%#4506%4%

6

03 1 11 6007 00

#4 M 11$5404#%1# %%59058#16 096%$#610$916

03 1 11 6007 00 $ M $%40#% 189609$8 096

18%01898

5

03 1 11 6007 00

A*.'e

#%05$881## %840$6# 096 %60899%

+a'le 1 Auantit" tae;o)) and pricing )or Rein)orecement )or di))erent sections on


C!"#%&% =!+%

CSI CODE T/%=!+% !' #!"#.

P(#% /% T!&+ /(#%

03 31 05 003 50

B% %80%%58$ 1%#0## 58901815$

03 31 05 007 00

++ $4105$#4# 1%80$1 4#140519%

03 31 05 007 11

C!+" 14069$564 141051# ##850#1$54

03 31 05 003 50

S%#&(!"(" +4 H

!//"%+

1110%8%64 1%#0## 148%$0%#84$

+a'le 18 Auantit" tae;o)) and pricing )or Concrete )or di))erent sections on




38/65

Project Report

2$3$3$ Calculations o) Pier and Pier Caps o) ground le!el sla' 'uilding ; & B

R%("'!#%%"&

CSI CODE B S(% L%")&?, %()?&, @)P(#% /%

@)T!&+

/(#%, $03 1 11 60

07 001 M

4504%855665

%%0$96%# 096 %$04

03 1 11 6007 00

# M 1%%505 $%506%$ 096 $$%04%

03 1 11 6007 00

#4 M $#608% 1#85066# 096 1#%8015

03 1 11 6007 00

$ M 4$$04# #9$1059#% 096 #8%$06%

+a'le 19 Auantit" tae;o)) and pricing )or Rein)orcement o) Piers and Piers Caps o) Ground le!elsla' Building & B

C!"#%&% =!+%

CSI CODE =!+% !' #!"#. P(#% /% "(& T!&+ /(#%

03 31 05 003 50

116.35753 17. 1657.

+a'le 2: Auantit" tae;o)) and pricing )or Concrete o) Piers and Piers Caps o) Ground le!el sla'

Building & B



39/65

Project Report

2.?. Scond F"oor

#0%010 Se-o*d F'oor Bui'di*. A

-igure 23 Plan o) o))ice 2nd)loor Building > &

O#% " F+!! B(+(") A R%("'!#%%"&

B S(% %()?& @) P(#% /% @) T!&+ /(#% $

10 M 1$6904$#8$$ 096 1$$801%58%8

15 M ##4#40$8$%1 096 #18%905#191

5 M 8$505%$# 096 8460%%$9%

")+% #81015 096 #6#06#4#

+a'le 21 Auantit" tae;o)) and pricing )or Rein)orcement /econd -loor Building > &

O#% " F+!! B(+(") A C!"#%&%

CSI CODE T/%=!+% !' #!"#.

P(#% /% T!&+ /(#%

03 31 05 003 50

Be&m; 404%65 1%#0## 688096956#

03 31 05 007 00

&''; 5609518% 1%80$11690%#%

903 31 05 0

03 50;'&bC

dropp&*e';#$0#9%$ 1%#0##

#891#0414$4

03 31 05 0

07 11o'um*; 1094 141051# 1550141%

+a'le 22 Auantit" tae;o)) and pricing )or Concrete /econd -loor Building > &



40/65

Project Report

2$4$2$ /econd -loor /la' o) Buillding &

-igure 24 Plan o) o))ice 2nd)loor sla' Building > &

O#% " F+!! S+4 A R%("'!#%%"&

CSI CODEBS(%

L%")&?

%()?& @) P(#% /% @)T!&+ /(#%

$03 1 11 60

07 0014 M

6485094

1191104114 0961144%01551

5

03 1 11 6007 00

# M 4#%$054

1#$%8069464 096 119680$$188

03 1 11 6007 00

#4 M$$50$

41#9660%#$64 096

1#488011%


O#% " F+!! S+4 A C!"#%&%

CSI CODEA% !'

+4

A% !'+4

T?(#@"%

=!+% !'

C!"#.

P(#%

/% T!&+ /(#%

03 31 05 0

03 50#%%598

#%%509

80#4 51106%4 1%#0## 86#0$6$9


BLDG 6851 Project Cost Estimating %


41/65

Project Report

2$4$3$ /econd -loor Building B

-igure 25 Plan o) o))ice 2nd)loor Building > B

O#% " F+!! B(+(") B R%("'!#%%"&

B T/% %()?& @) P(#% /% @) T!&+ /(#% $

10 M 5##05$48$$$ 096 5$095

15 M ##%9%0888 096 #18190#6

5 M 66$$0%$# 096 64104

")+% #81015 096 #6#06#4#


BLDG 6851 Project Cost Estimating %1


42/65

Project Report

O#% " F+!! B(+(") B C!"#%&%

CSI CODE T/%=!+% !'#!"#. 3

P(#% /%3

T!&+/(#% $

03 31 05 0 0350

Be&m; 404%65 1%#0## 688098

03 31 05 0 0700

&''; 5609518% 1%80$1 1690%#

03 31 05 0 0711

-o'um*; 1094 141051# 155014

03 31 05 0 0711

S'&b; 1890#618 1%#0## #59180#%


2$4$4$ /econd )loor sla' o) Building B

-igure 26 Plan o) o))ice 2nd)loor sla' Building > B

O#% " F+!! S+4 B R%("'!#%%"&

CSI CODE B S(% L%")&? %()?& @)P(#% /%

@)T!&+ /(#% $

03 1 11 60 07

0014 M 6485094 119110414 096 1144%015515

BLDG 6851 Project Cost Estimating %#


43/65

Project Report

03 1 11 60 0700 # M 4#%$054 1#$%80694 096 119680$$188

03 1 11 60 0700

#4 M $$50$4 1#9660%#$ 096 1#488011%

+a'le 2 Auantit" tae;o)) and pricing )or Rein)orcement /econd -loor Building > B

O#% " F+!! S+4 B C!"#%&%

CSI CODEA% !'

+4

A% !'+4

T?(#@"%

=!+% !'C!"#.

P(#%/%

T!&+/(#%

03 31 05 003 50

#%%598

#%%5098 0#4 51106%4 1%#0##86#0$6$

9

+a'le 28 Auantit" tae;o)) and pricing )or Concrete /econd -loor Building > B

1.1. 3" 7&?F+!!

1$1$1$ 3rdand 4t#-loor Building &

-igure 2 Plan o) 3rd and 4t# )loor Building > &

3!! B(+(") A R%("'!#%%"&

B T/% %()?& @) P(#% /% @) T!&+ /(#% $

BLDG 6851 Project Cost Estimating %$


44/65

Project Report

10 M 1$6904$#8$$ 096 1$$8014

15 M ##4#40$8$%1 096 #18%905#

5 M 8$505%$# 096 8460%%

")+% #81015 096 #6#06$

+a'le 29 Auantit" tae;o)) and pricing )or Rein)orcement +#ird -loor Building > &

7&?!! B(+(") A R%("'!#%%"&

B T/% %()?& @) P(#% /% @) T!&+ /(#% $

10 M 1$6904$#8$$ 096 1$$8014

15 M ##4#40$8$%1 096 #18%905#

5 M 8$505%$# 096 8460%%

")+% #81015 096 #6#06$

+a'le 3: Auantit" tae;o)) and pricing )or Rein)orcement -ourt# -loor Building > B

3!! B(+(") A C!"#%&%

CSI CODE T/%=!+% !'#!"#. 3

P(#% /% 3T!&+

/(#% $

03 31 05 0 0350

Be&m; 404%65 1%#0## 688098

03 31 05 0 0700

&''; 5609518% 1%80$1 1690%#

03 31 05 0 03

50

;'&bC

dropp&*e'; #$0#9%$ 1%#0## #891#04#03 31 05 0 07

11o'um*; 1094 141051# 155014

+a'le 31 Auantit" tae;o)) and pricing )or Concrete +#ird -loor Building > B

7&?!! B(+(") A C!"#%&%

CSI CODE T/%=!+% !'#!"#. 3

P(#% /% 3T!&+

/(#% $

03 31 05 0

03 50

Be&m; 404%65 1%#0## 688098

BLDG 6851 Project Cost Estimating %%


45/65

Project Report

03 31 05 007 00

&''; 5609518% 1%80$1 1690%#

03 31 05 003 50

;'&bC dropp&*e'; #$0#9%$ 1%#0## #891#04#

03 31 05 0

07 11 o'um*; 1094 141051# 155014

+a'le 32 Auantit" tae;o)) and pricing )or Concrete -ourt# -loor Building > &

1$1$2$ 3rdand 4t#)loor sla' o) Building &

-igure 28 Plan o) 3rd and 4t# )loor sla' Building > &

R%("'!#%%"& *3!! +4 A

CSI CODEBS(%

L%")&? %()?& @) P(#% /% @)T!&+ /(#%

$



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Project Report

03 1 11 6007 00

14 M 56#6094 145#08814 096 1#%409945

03 1 11 6007 00

# M %45054 16%0$$64 096 1%1801#8

$03 1 11 60

07 00#4 M $$50$4 1#9660%#$64 096 1#488011

%

+a'le 33 Auantit" tae;o)) and pricing )or Rein)orcement +#ird -loor Building > &

R%("'!#%%"& *7&?!! +4 A

CSI CODEBS(%

L%")&? %()?& @) P(#% /% @)T!&+ /(#%

$

03 1 11 60 0700

14 M 56#6094 145#08814 0961#%409945

03 1 11 60 0700

# M %45054 16%0$$64 0961%1801#8$

03 1 11 60 0700

#4 M $$50$4 1#9660%#$64 0961#488011%

+a'le 34 Auantit" tae;o)) and pricing )or Rein)orcement -ourt# -loor Building > &

C!"#%&% *3!! +4 A

CSI CODEA% !'

+4 A% !'+4

T?(#@"%

=!+% !'C!"#.

P(#%/%

T!&+/(#%

03 31 05 003 50

#%%598

#%%5098 0#4 51106%4 1%#0##86#0$

6

+a'le 35 Auantit" tae;o)) and pricing )or Concrete +#ird -loor Building > &

C!"#%&% *7&?!! +4 A

CSI CODEA% !'

+4 A% !'+4

T?(#@"%

=!+% !'C!"#.

P(#%/%

T!&+/(#%



47/65

Project Report

03 31 05 003 50

#%%598

#%%5098 0#4 51106%4 1%#0##86#0$

6

+a'le 36 Auantit" tae;o)) and pricing )or Concrete -ourt# -loor Building > &

1$1$3$ 3rdand 4t#-loor Building B

3!! B(+(") B R%("'!#%%"&

B T/% %()?& @) P(#% /% @)T!&+ /(#%

$

10 M 5##05$48$$$ 096 5$095

15 M ##%9%0888 096 #18190#6

5 M 66$$0%$# 096 64104

")+% #81015 096 #6#06$-igure 29 Plan o) 3rd and 4t# )loor Building > B

+a'le 3 Auantit" tae;o)) and pricing )or Rein)orcement +#ird -loor Building > B

7&?!! B(+(") B R%("'!#%%"&

B T/% %()?& @) P(#% /% @)T!&+ /(#%

$

10 M 5##05$48$$$ 096 5$095



48/65

Project Report

15 M ##%9%0888 096 #18190#6

5 M 66$$0%$# 096 64104

")+% #81015 096 #6#06$

+a'le 38 Auantit" tae;o)) and pricing )or Rein)orcement -ourt# -loor Building > B

3!! B(+(") B C!"#%&%

CSI CODET/%

=!+% !'#!"#.

P(#% /%

T!&+/(#% $

03 31 05 0 0350 Be&m; 404%65 1%#0## 688098

03 31 05 0 0700 &''; 5609518% 1%80$1 1690%#

03 31 05 0 0711 -o'um*; 1094 1%#0## 14460$1

03 31 05 0 0350 S'&b; 1890#618 141051# #8594088


7&?!! B(+(") B C!"#%&%

CSI CODE T/%=!+% !'#!"#.

P(#% /%

T!&+/(#% $

03 31 05 0 0350

Be&m; 404%65 1%#0## 688098

03 31 05 0 0700 &''; 5609518% 1%80$1 1690%#

03 31 05 0 0711

-o'um*; 1094 1%#0## 14460$1

03 31 05 0 0350

S'&b; 1890#618 141051# #8594088

+a'le 4: Auantit" tae;o)) and pricing )or Concrete -ourt# -loor Building > B

1$1$4$ 3rd and 4t#-loor /la' o) Building B



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Project Report

-igure 3: Plan o) 3rd and 4t# )loor sla' Building > B

R%("'!#%%"& *3!! +4 B

CSI CODE B S(% L%")&? %()?& @) P(#% /% @)T!&+ /(#%

$

03 1 11 6007 00

14 M 56#6094 145#08814 0961#%40994

5

03 1 11 6007 00

# M %45054 16%0$$64 0961%1801#8

$

03 1 11 6007 00 #4 M $$50$4 1#9660%#$64 096 1#488011%

+a'le 41 Auantit" tae;o)) and pricing )or Rein)orcement +#ird -loor Building > B

R%("'!#%%"& *7&?!! +4 B

CSI CODE B S(% L%")&? %()?& @) P(#% /% @) T!&+ /(#%

03 1 11 60 0700 14 M 56#6094 145#08814 096 1#%40994



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Project Report

03 1 11 60 0700

# M %45054 16%0$$64 096 1%1801#8

03 1 11 60 0700

#4 M $$50$4 1#9660%#$64 096 1#488011

+a'le 42 Auantit" tae;o)) and pricing )or Rein)orcement -ourt# -loor Building > B

C!"#%&% *3!! +4 B

CSI CODEA% !'

+4 A% !'+4

T?(#@"%

=!+% !'C!"#.

P(#%/%

T!&+/(#%

03 31 05 0 0350

#%%598

#%%5098 0#4 51106%4 1%#0##86#0

6


C!"#%&% *7&?!! +4 B

CSI CODEA% !'

+4 A% !'+4

T?(#@"%

=!+% !'C!"#.

P(#%/%

T!&+/(#% $

03 31 05 0 0350

77680000

776.8 0.5 611.75 17.

800.3

+a'le 44 Auantit" tae;o)) and pricing )or Concrete -ourt# -loor Building > B

%.ACKAGE%+ SUERSTRUCTUREROOFANDCEILING

Eti5-td 6$+ /#ai /irajuddin



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Project Report

%.1. INTRODUCTION

+#e roo) is t#e uppermost part o) t#e 'uilding$+#e c#arecteristics o) t#e roo) depends upon

t#e purpose o) t#e 'uilding t#at it co!ers$+#e elements )or t#e design o) t#e roo) is

1+#e material

2+#e construction

3+#e dura'ilit"

+#e supporting structure o) roo) usuall" consists o) rigid material and t#e" are 'eams$ /o( t#e

tass per)ormed are wit# respect to t#ese considerations$

2$4$5$ +ass Per)ormed

+#ere are !arious tass per)ormed wit# regards to t#e roo) o) 'uilding a and 'uilding '

calculations

1Calculation o) t#e roo) concrete !olume+#e !olume o) concrete )or t#e roo) is calculated

'" taing t#e lengt#('readt# and dept# o) t#e roo) into consideration )or t#e gi!en !alues$

2 Calculation o) t#e drop panel concrete !olume

3 Calculation o) t#e 'eamB2:(B25 concrete !olume

4Calculation o) t#e roo) rein)orcement

5Calculation o) %&+ roo) rein)orcement$

2$4$6$ &ssumptions

+#ere are no major assumptons made wit# respect to roo) calculations$alues are taen

as per t#e diagram$

C&LCL&+0,. -,R +OE B&R 1;15% R..0.G ,ER +OE R,,- ,- B0LD0.G &

&.D BLD0.G B$

G0E. 1;15% &R,.D PER0%E+ER$

+OE C,.CRE+E ,- R,,- 0/ 3: %pa$

+OE PER0%E+ER ,- +OE R,,- 0/ 223$3%$ -R,% +OE G0E. &LE/$

L&P LE.+O 0/ 223$31218$9619&PPQ

G0E. 51:%% 0/ +OE L&P +OE 19:$51:9$66%

0+ 0/ +,P &.D B,++,% +OE 0+ 0/ +W0CE29$6619$38%

CONCRETE OF ROOF BUILDING A " B



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Project Report

CSICODE

MATERIALDESCRIPTION

QUANTITY UNITMATERIALPRICE PER

UNIT, $TOTAL COST, $

03300ONRETE OF ROOF

FOR BUILDING A5890%6

m@ 1%#0##9845045

03300ONRETE OF ROOF

FOR BUILDING B568066

m@ 1%#0##954#$055

+a'le 45 Auantit" tae;o)) and pricing )or Concrete Roo) Le!el Building & B

REINFORCEMENT OF ROOF BUILDING A " B

CSI CODEMATERIAL

DESCRIPTIONQUANTIT

YUNIT

MATERIALPRICE PER

UNIT, $TOTAL COST, $

0333Rei*/or-eme*tOF ROOF FORBUILDING A

#199 G 09189890#

0333REINFOREMEN

T OF ROOF FORBUILDING B

##$$5G

09#1#0%

+a'le 46 Auantit" tae;o)) and pricing )or Rein)orcement Roo) Le!el Building & B

@. CONCLUSION



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Project Report

COMMENTS ON FINAL SUMMARY S*EET

C/0 %aster -ormat is strictl" )ollowed in maing -inal /ummar" /#eet$

&ll t#e wor in w#ic# Concrete and concrete related items are co!ered under

Concrete Wor di!ision .o 3$

&ll t#e wor related to ,penings i$e$ Doors$ Windows( etc$ are co!ered underdi!ision .o 8$

&$ Wastage 3$5J RE0.-,RCE%E.+

B$ Wastage $5J Concrete

Pro)it 1:J

+a* 15J

0nsluation 1$9 J

SUMMARY OF COST OF T*E WORK ACKAGES

BLDG 6851 Project Cost Estimating 4$


54/65

Project Report

FINAL SUMMARY COST S2EET PER PACe&r 7&'' 650%5$%4 m@ 14508 119$%0%14#8

03 31 13 3507 00

o*-rete S>e&r 7&'' 1%086%8 m@ 1%80$1 14%$5#0146%

ONRETE SLAB FOR OLUMN i*p&r+i*. 'e&2e'

03 31 13 3507 11

o*-rete o'um* 8059 m@ 141051# 1#1$90%#1#$

T!&++ 6918046%1$4 m@ 11$54#0945REINFORCEMENT

CSI CODE MATERIAL DESRIPTION )UANTIT UNITMATERIAL PRIE PER

UNIT, TOTAL OST,

FOUNDATION REINFOREMENT

03 1 11 60 Reb&r; #M 4$#80#$%5 . 096 41580$8645#



55/65

Project Report

05 0003 1 11 60

05 00Reb&r; #4M /or Pi'e; 1$9%%%0$4% . 096 1$4#510#$%

03 1 11 6005 00

Reb&r; #4M %650$691 . 096 $9%8401866$

03 1 11 6005 00

Reb&r; $M %4#8#0%#56 . 096 %$9#$094$9

03 1 11 6005 00

Stirrup 14M 51$480%%16 . 096 494160588%4

03 1 11 60

05 00Stirrup #M $1$80#5$## . 096 #9#$%0114$#

03 1 11 6005 00

Stirrup #4M %5%%#04##4 . 096 %4%806958

OLUMN REINFOREMENT03 1 11 60

0 00Reb&r; #M TPE 63 6408$1 . 096 6$04456

7 1 11 600 00

Reb&r; #M TPE 83 11$06%54 . 096 110$$%14

5 1 11 600 00

Reb&r; #M TOTAL3 18904664 . 096 18$089164

6 1 11 600 50

Reb&r; #4M TPE 13 141505# . 096 1%6101#1%

1 11 600 50

Reb&r; #4M TPE #3 #%1$014 . 096 #$#9#06444

8 1 11 600 50

Reb&r; #4M TPE %3 8594#088 . 096 8%$%%0#9$5

1 11 600 50

Reb&r; #4M TPE 43 #4#606 . 096 #%410859

10 1 11 600 50

Reb&r; #4M TOTAL3 11410$4 . 096 111450$94

11 1 11 600 00

Stirrup 1M 49#908854$ . 096 4641091%$9$

7ALL REINFOREMENT03 1 11 60 Reb&r; 14M %#4#50866$1 . 096 %1#410699



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Project Report

0 0003 1 11 60

0 50Reb&r; #4M 11901#54 . 096 164084#64

o*e $ H o/ o*e; #303 1 11 600 50

Reb&r; #4M 11%#04564 . 096 1180#9%64

03 1 11 600 00

Stirrup 14M $%054#$# . 096 $$0%$#64%

o*e % H o/ o*e; #3 . 09603 1 11 60

0 50 Reb&r; #4M 6#%0444 . 096 6#0818$403 1 11 60

0 00Stirrup 14M $#90941# . 096 $#04#55%

o*e 9 H o/ o*e; #3 . 09603 1 11 60

0 50Reb&r; #4M 1560#4 . 096 15#018884

03 1 11 600 00

Stirrup 14M #%01418$$$$ . 096 #$0%#6#68$$

03 1 11 600 00

Reb&r; 1M 1101%6 . 096 1081#49

03 1 11 600 00

Stirrup 1M 1405514$4 . 096 14019158894

o*e 1 H o/ o*e; 5303 1 11 60

0 50Reb&r; #4M 55808# . 096 5%80644%

03 1 11 60

0 00Stirrup 14M 1680$4# . 096 16$01%%

o*e 1% H o/ o*e; 13 . 09603 1 11 60

0 00Reb&r; 14M %%0488 . 096 %$0#4$5

03 1 11 600 00

Stirrup 14M %%01%#1# . 096 %#0816845%

o*e 14 H o/ o*e; $3 09603 1 11 60 Reb&r; 14M 1$$065% . 096 1#906418



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Project Report

0 007 1 11 60

0 00Stirrup 14M 1$104$%5 . 096 1#6048845#

o*e 15 H o/ o*e; #36 1 11 60

0 00Reb&r; 14M 55088# . 096 5%08644%

1 11 600 00

Stirrup 14M %60454$$$$ . 096 %501$$616$$

1 11 600 00

Reb&r; 1M 1101%6 . 096 1081#49

30 1 11 600 00

Reb&r; 14M %#66#0111$1 . 096 %1%8809%696

31 1 11 600 50

Reb&r; #4M $81#0#6% . 096 $59609468

3 1 11 600 00

Stirrup 1M 1405514$4 . 096 14019158894

33 1 11 600 00

Stirrup 14M 1950$%%56 . 096 15$0%4%#58

SLAB ON GRADE REINFOREMENT03 1 11 60

06 00Reb&r; 1M #8#940%$9%8 . 096 #6%%50465#9

03 1 11 6006 00

Reb&r; 14M %%8#0#44#8# . 096 %$%606865#$

031 11 6006 00

Reb&r; 14M 155011 . 096 144609#56

03 1 11 60

06 00Stirrup 1MJ# 140551 . 096 1#0%9116

ELE!ATED SLABS ON GRADEREINFOREMNT

03 1 11 6007 00

Reb&r; 14M $$40$9$#19 . 096 $#%90881%#$

RAMP REINFOREMENT03 1 11 06

00Reb&r; 1M 1$61081 +. 096 1$#909%846



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Project Report

T!&++ 3655.8311766.15

1

+a'le 4 -inal

/ummar" /#eet Per

Pacage .o$ 1


FINAL SUMMARY COST S2EET PER PAC


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Project Report

+a'le 48 -inal /ummar" /#eet Per Pacage .o$ 2


FINAL SUMMARY COST S2EET PER PAC


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Project Report

+a'le 49 -inal /ummar" /#eet Per Pacage .o$ 3

FINAL SUMMARY S2EET FOR PROJECT

CSI CODE MATERIAL DESCRIPTION QUANTITY UNITMATERIAL PRICE PER

UNIT, $TOTAL COST,

$T!&+ !K/

#!&

ONRETE

03 31 13 35 03 50 o*-rete /ooti*.Pi'e;3 $5950%8 m@ 1%#055 4#6$#90454$ 55%#901

03 31 13 35 0 00 o*-rete P18401#$66

4m@ 1%9015 15184605#$ 1851$405#15

03 31 13 35 0 00 o*-rete toppi*.; 1440#%5#1 m@ 1%$0#1 ###$#0896$ #445606$119

03 31 13 35 0 0 o*-rete S'&b(o*(.r&de680$%%58

8m@ 1$5061 155$8041## 1##5$%0#891

03 31 13 35 0 0 E'e2&ted ;'&b; %#09%$#55 m@ 1$5061 48540%4%89 56%40#585$

03 31 13 35 07 00 o*-rete R&mp %61048# m@ 1%808 598$1085#45 8$505%19%

ONRETE FOR 7ALL

03 31 13 35 07 00 o*-rete Fou*d&tio* 7&'' %8909$4%#4 m@ 14508 65%5901#11$ 869$90%89$

03 31 13 35 07 00 o*-rete S>e&r 7&'' %8%0#$%%9 1%808 61640%%$#8 8#%510#49663 31 13 35 07 00 o*-rete S>e&r 7&''

ONRETE SLAB FOR OLUMN

03 31 13 35 07 11 o*-rete o'um* #$10581 m@ 141051# $41#4051966 %$9%0%5#6%

ONRETE FOR SLAB

03 31 13 35 0 0 o*-rete /or ;'&b 6851084%9% m@ 1%#0## 111811$01 1#848#90951



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Project Report

$

3 31 13 35 0 0 o*-erete /or be&m %60645 m@ 1%#0## 568%059%$# 68#0$9$996

TOTAL ONRETE OST14$%5061#

%m@ ##194$01%6 #4$##%50119

REINFOREMENTKB&r Sie

03 1 11 60 0 00 H1 M%68410889#

5+. 096 %5%150$$#48 4$$68068#%5

03 1 11 60 05 00 H14 M%%588%0%1%

9+. 096 %$$%66088#4 %98%99045%9

03 1 11 60 0 00 H# M 1%44$#04#4 +. 096 1%115504%9$ 15#$%104$1603 1 11 60 0 50 H#4 M

565$890#85

+. 096 545960$468 64%4110951%

03 1 11 60 05 50 H$ M 4#80$56 +. 096 4%%80464 48140#551#

03 1 11 60 0 00 H&*.'e #54808$5 +. 096 #4690$9%9# #9540894%15

Tot&' REINFOREMENT OST1$61$#%095

81$$1840#19 14#961$0#

F("+ C!& 353138.36670615.1

1A. &)% 3.5REINFORCEMENT

7881.755367.35

B. &)% .5 C!"#%&% 165176.7861818.758

P!& *10 35313.836670615.1

1

T *15 580.57

603.868

I"+&(!" *1. 6110.686 1.33

F("+ C!& 7631.018570108.8

1

+a'le 5: -inal /ummar" /#eet -or Project



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Project Report

@. ABBRE)IATIONS

CH;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; Cu'ic "ard

mm;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; %illimeter

m;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; %eter

mK ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;/7uare meter

m;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; Cu'ic meter

Ig;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; Iilogram

Igm;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; Iilogram per meter

.o;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;; .um'er

BLDG 6851 Project Cost Estimating 5$


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Project Report

. REFERENCES

canada wide reinforcement steel co ltd0 *0d030 Retrie2ed /rom

>ttp:KK0-reb&r0-omK-.i(bi*K-reb&rDi;p'&y0-.ipro-metri-

canadian codes0 *0d030 Retrie2ed /rom

>ttp:KK0eb-i2i'0-omKre&deu&'#L0&;pK

Mo;e'>i, O0 199630 o;t E;tim&tio* i* Pro?e-t M&*&.eme*t0 I* O0 Mo;e'>i0

Mo*tre&'0

Mu**;, A &*d B?ermi, B F0 199530 T>e ro'e o/ pro?e-t m&*&.eme*t i* &->ie2i*.

pro?e-t ;u--e;;0 International Journal of Project Management , 81(860

Pr&tt, D0 0 #1130 Fu*d&me*t&'; o/ o*;tru-tio* E;tim&ti*.0 I* D0 0 Pr&tt,

Fundamentals of Construction Estimatingp0 %8#30 Ne or+0

PURPOSES AN !"PES OF REINFORCIN# S!EE$0 *0d030 Retrie2ed /rom

>ttp:KK0tpub0-omK;tee'or+er#K650>tm

Ru*de'', R0 #530 1(#($ Re2it: BIM &*d -o;t e;tim&ti*.0 %uilding design& AIA&0



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Project Report

estimation of a office building

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