1! 978 1978 - noise index/roll21/roll21doc21.pdf · 2018-09-06 · finalbuilding cost,while these...
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';_ ""** 1978•; MAY1! 1978
78_1_57 UnitPrices;/.. F,
, Eastern Edition
A ConstructionPublishingCompany Book
Compiled by:McKee-Berger-Mansueto Inc.
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Wzrt No=trand RoFtthold Company Regional Offices:i_lgw'fOrk Clrtcirtnati Atlanta C|tllas San FrancJ_co
yJzt_NOIIt taxedReinhold Company Intornalional Offices:].ondon Toronto Melbournz)
Gopyrlght • 1977 by LIIIon EducatJonxzlpublishing. Inc,
LJbflry of Congtoll Cal¢iog Cnrd Number: 72._(_2_IBBN:0.442-12104-8
Ag tlghlll ralotvod, NO part of this work covered by the copyright hereon maybtl rilptoou¢Od Of Ua0d n any form or by any moans--graphic, oloclronic, ormu¢hMllCn], Iil¢;ualng pholo¢opy[rtg, recording, taping, or Information storageling tilt rt_AI =).lteml--witllOUt potmIBtlIon of the publisher,
MInUflClur/d JN111¢United Stal_ of America
Pghllih=_ Oy Van Nostrand Reinhold Company450 WZ=II_rd Strael, NBW York N.Y. 10001
Publllhod aJmugaflcou=ly in Canada by Van Nostrand Reinhold Ltd.
151413 1211 1008795432 I
11,2TRODUCTIONThis book ts a collection of building construction unit coats drawnfrom the workingtiles of McKee-Serger-Msneuoto, Inc. (MBM). These cost files hove boon developedand updaled since 1959 and, in 1971, a programmed retrieval systemwas Incor-porated.
These unitcosts are In dailyuse by MBM's estimating staffon projectsrangingfromhospitals to housing developments, from schools to power plants-totalling, tnaggregate,some two billon dollars in annual construction value. These unit costshavebeen employed in preparingestimates for s variety of purposes although theirprimary use has been in cost control programs during design and constructionphases el new projects. Such cost control efforts require estimates which:
--establish project feasibility and initial project budgets--provide design guidance in developing a project within a fixed budget-permit evaluation of alternate design schemes or material selections--anticipate contraclor bids--assist value engineering programs--form the basis for negatialing construction contracts--delermine the value of contract modifications
Thus these unit costs have already been employed in virtually oil the ways theymightbe used by the reader,andtheir validity has been tested incountless applica-tions.
The pricing information in the BUILDING COST FILE is basedupon costdata of 20cily median, adjusted to the city of this regionaledition and projected to May 31,1978,Constructioncosts during thefirst half of 1977 weremodestlystable,However,due to anticipated petroleum price increasesand energy consciousness,the con-struction Industry will experiencecost increasesin labor, equipmentand materialsin the latter part of 1977. It is anticipatedthat,during the secondhalf of 1977 and thewhore year of 1978, material and equipment priceswill increasebetween5 and 18%per annum, with tile bulk of increasesgoing to petro/eum-relsted products. Struc-tural steel and reinforcing bars,despite announced increasesby the mills, shouldresultin only minim=Jmincreasesdue to foreign competition,
Lumber prJceswill increasegreatly to meet housing demandscoupled with lossesdue to forest fires during the summer of 1977, Cement prices, an energy-relatedproduction, is expected to Increase 6-10%. Also insulation productswill move up-wardsto 95%or more to meetthe demand of uninsulatedhomesend buildings.Laborcoals for the last two years haveheld; however, it is anticipatedthat their demandswill be modest to meal the continuing spiral inflation. Labor increasesshould beabout 5-8% per annwm. Overall, the construction industry, which is beginning toexperience sn upturn h'=activity, should remainstable with overall prices stiff beingdepressedover pricesof the Jestfew years.
Tho-2Ocity median is the averageof Jabot,materials,and equipmentIn the twentycities listed below:
AIlanto Chicago Denver Minneapolis PittsburghBaltimore Cincinnati Detroit New Orleans St, LouisBirmingham Cleveland Kansas City New York San FranciscoBoston Dallas Los Angeles Philadelphia Seattle
HOWTHEBOOKIS ORGANIZED1
The 1978 BUILDING COST FILE is organized according to basic trades or work
classifications.Thoa_ followgeneral eonalruclion practice and make the book con-¥11
II,
Sometimes an adjustment for local conditions is rellected in unit prices but it maybe shownas a separala cost or coal lector applied Ioa particular estimate. Tt'peunilcoats listed belowrepresent "average" prices which wouldbe produced by averag-ing the experience of a busy and successful contractor on several jobs. Thesecosta, then, presume average ralher Ihan oplimum working conditions, and Ihsyshould be employed with th}s In mind. Allowances must be made in any unil pricefor Jobconditions that are either simple or dilficull.
In addition, these unil costs have been derived under the assumption that:
a) Material quantities are less-than-carload, and also that specialpurchasing discounts are nol applicable.
b) Quality of material Is considered to be good commercial competitivegrade unless otherwise Indicated,
c) Where brand names are used they are to indicate quality lev¢ s oftypes intended, The words "or equal" are:implied in all such cases.
d) Workmanship is of good quality and labor is available In sufficientquantities to maintain normal production.
e) Weather conditions are for "normal" climate only• No special con-sideration has been given Io exlremes of weather,
The 1978 BUILDING COST FiLE has been derived from the experience of perform-ing contractors.The costs for each trade are based on the costrecords of estimat-
e: lag practices of contractors currently performing work in that trade. The MBM!i estimating staff members responsible for the development of this BUILDING COST' FILE orecontractors' estimators by training and recent experience, and each main-i! loins a continuing Information flow from materialsuppliers and practicing contrac-_ tars, Thus the costsare both practical and current,!i
WAGERATESThs labor unit costs,one of the three unit cosl elements of the total unit cost, areaveraged and basedon the wage rates, includingfringe benefits,below, and whichare projectedas of May 31, 1978.
Philadelphia Philadelphia
A=bo6to8Worker • 14,02 OperatingEngineer 14.26
Bricklayer 14,83 Oiler 11.85
Carpenter 13.94 Painter 12.73
Cement Mason 13.02 Pipefitter 15.33
Elaotrioian 14,77 PJssterer 12.74
ElevatorConstructors 13.74 Plumber 15.33
Glazer 13,12 Roofer 1¢10
Ironworker 15.58 Sheetmetal Worker 16.17
Laborer 9.94 Teamster 10,07
Lather 12.58 Tile Setter 12.25
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B
OVERHEADANDPROFIT
Building projecls involve tiers of subcontractors in addition to one or more primecontractors, thus tilers are several layers of overheadand profitbetween the pureon-site cosland Ihe cost to the owner,Sub-contrasting practices differ widelyfromjob to job and fromfirm to firm, It Is Imporlant, then,for the reader to understandcer-tain assumptions employed in development el this FILE, which are:
1, All general construction and orchitectm;al specialty trades coats areshowr*as cosls to the prime contractor as If he performed no work forhisown account, In otherwords, all such costs include general condl-tions and overhead and profit for the performing sub-contractor, I,e.,plastering, painting, etc. These prices do not intrude any amount forprime contractors' mark-ups, overhead, or management costs.
2, All mechanical and eleclrical costs are costs to the performing con.tractor, not the general contractor. Therefore, overhead and profitcharges for both the performing mechanical or electrical contractorsand the prime contractor must be added,
The following markups are part of the unit prices in the various sections of theBUILDING COSTFILE. The percept ranges,however,are dependent on local condi-lions.The lower percentage has been used in theunit prices which follow.
Site Work 25%to 35% Ceramic & Quarry Tile 33% 38%Concrete Work 24% 29% Terrazzo 33% 38%
;._ Masonry 28% 35% AcouslicaI Treatment 20% 25%::_ Stonework 30% 40% Resilient Flooring 15% 20%
Slructural Steel 35% 40% Spray-On Fire Protection 25% 30%Misc, and Ornamenlsl Metal 32% 37% Painting& Finishes 20% 25%Carpentry 22% 27% Conveying System 33% 25%Roofing & Sheet Metal: 30% 35% Plumbing None. Not Included In unit prices,Curtain WallSystem 30% 35% Heating None.Not included in unil prices,Glass & Glazing 32% 37% Electrical None. Not Included In unit prices.Hollow Metal Work 28% 35% Ventilating None,Not including in unll prices.Piaster 25% 30% Specialties 22%to 27%Gypsum Dry Wall 20% 25% Equipment 22% 27%Lathing 25% 30% SpecialConstruction 30% 40%
Theuser should determine what the localcurrent practice is for overhead and profitflame,He should also be sure that he has included bothsite overhead (general con-ditions) and office overhead.
Contingencies are reserved for unforeseen factors which will increase cost; theamountof contingency is a lunctlon of the incompleteness of the data on which theestimate is based. Even with completed plans and doouments it is prudent toreserve 2 to 3% rot field contingencies,
Localmarket conditions (including availability of labor,contractor competition, andolher factors which influence the bidding climate) can have a marked effect on thefinal building cost, While these conditions do not operate rationally singe their pro-bable effect cannot be measured with confidence, they should be considered andallowances made for them.
Slate and local sluls tuxes are not included in the Iollowing unit prices,
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', SAMPLEESTIMATE
A sample estimatehas been included below to illustrate how the 1977 Building Cost File can be used. ThePartloulnr examp]o ¢hoaen shows how prices can be taken from the book and combined into a price persquare foot for floorstabs. The source of each price In the book and the methodused to convertother units tosquare feet ore noted. A square foot coal analysis is, of course, net typical of all estimating formats. Thisspoolfio example was chosen as one of the more complex analyses possible by the data in the FILE,
The general contractor'soverhead and profit percentage used is not a recommendedfigure,This per entagewill vary in ovarycity,with everycontractor, and on every job.
Question'. Pricea typical designed reinforced concrete flat slab, 8 feet flour to floor,3000 psi,
UN;T -_T,O, L,'_B MAT EQUIP1. Concrete [10" thick) ,
(Page 43 UCI--O3311.2000Susp. Arches-Fiat slabs C.Y. 49.95 14.60 35.37
, Convertto $/8F es follows:Prioo/C,Y.x .83 =, S.F. 1.54 0.45 1,09
i _ 27
' , 2. Formwork(Page 36 UC1--03122.0803 "Suop, ArchForms (Fiat Slab)
3 Uses S.F. 3.21 2.51 0,70
3. Reinforcing(Page 41 UCI--03216.3101In Footing& Slabs T 978.23 329.00 603.00 46.23
Convert to $/SF:Assume 5 Ibo,/SF, thereforePdoo.rTonx 5 - S.F. 2.44 0.82 1.51 0.11
2,000
4. Finishing(Page 43 UC1--.-03313,02O2Cone. Fin[shoo;Steel Trowel,Two Pasa0a-Hancl) S.F. 0.36 0.36
5. Finishing(Page 43 UCI,--O3313,1000Cone. Finishes;Hardener,Metallic) S.F. 0.34 0,18 0,16
Subtotal composite for 10"Rsinf. Cone.Flat Slab
($uboontractor'a Price--overhead _. profit included) S. F, 7.89 4.32 3,46 0.11
For Illustrativepurpose add 7%for GenorsIContractor's Mark-Up S.F. 0.54 0.30 0.24
Grand Total-GeneralContractor's price or quote S.F. 8,43 4,62 3.70 0.11
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REGIONAL AND LOCALCOST DIFFERENCESqf
Censtrucllon costs vary greatly from place to place due to wide differences in wagerates, labor availability and productivity, weather, seasonality,competition,and localconlracling praclices. In addilion, shipping costs and other regional considerationsproduce variations in materfal and equipment cosls, There are also sizeabledllferences due to local availability of bulk malariaJs such as atone and concrete.This unit coal file takes these differences into account as described below.
Since a unit cost is a composile ofmany individual labor,material, transportatfonandequipment costs, and because any one of these may vary independently of theothers, il is impossible to use a single lacier to modify a cost of an item In onegeographical location for use elsewhere. Forexample, a 4700 cfm air handlingunit,listed at about $10,000, installed in Los Angeles,should not be estimated at $9000 In
Phoenix even Ihoagh Ihn rnader will find lhat in the broad catog,:,ryo_'"venlltaling"the ratio of costs is lad vs. 90 pereenl.
The author perforn]s cosl consulting services for projects In all parts of the country.Therefore, it is essenlial Ihat its own cost fifes reflect geographical differences on s
unitprice level rather Ihan bo averaged out over a major trade categoryor over a totalproject, For several years the firm has employed a procedure known as differentialIndexing. in it, each unit price is tied, through a computer program,to more than 122local cost indicators including local labor oasis for all trades, labor productivity.availabilityof bulk materials, remoteness from fabricalion centers, and local costs formanufactured producls.
Each component has assigned to It just those_ndicatorsaffecting it, with the weightof eacf_indicator accuraloly assessed. The differfng effects of these 122 indicators
on unt costs, or "differenliaf indexing" permits costs from a basic data file to betranslated inle coals for any city in Ihe United States with reliabfltty, Costsreproduced in this book I_avebeen so Iranslaled, ashave adjustment indexes recom-mended for use in olhor cilies withinthe region.However, to assure accuracy, theseunit oasis have been confirmed againsl aclual contractor cost experience.
PRICEADJUSTMENTSFGRGTIIEI_CITIES
The 1978 BUILDfNG COST FfLE is available in four regional editions, as follows:
Eastern Edition, based on Philadelphia, Pa.,prices
Cenlral Edition, based on Chicago, IlL, prices
Western Edilion, based on Los Angeles, Col,, prices
Soulh_-,rnEdilion, based on Atlanta, Ga,,prices
The user has received Lheedition that generally covers his particular geographicarea unless ha requosled a diflerenl edition.
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In order for the FILE to be used in cities other Ihan those lisled above, each regional'_ edition contains geographical adjuslm_nl feclors for each conatruclion trade tar
!: cities in the United States and Canada,other major
I, The following table presents indices for usa within this region and should be, used with care, as follows:
I 1. Each of the regional conlrolling cilies lislsd above is base "100"lot Indexingpurposes. The indexfor each of the 27 tradegroups isweighted to reflect Iho typical principal componenls el labor and
] material in each trade.
!_ 2. The composite index is likewise weighled Io rehect the typical
componentsof an entire building construclod in the base oily,
.: ,'_ All index fioures reprosent average anticlpaled co_l leveis al mrd-year, 1978.
4, Although these adjuslmonls are fle'xlble in terms of buildingsystems and geographical locations, they have a limitation whichmust be recognized when being applied.The indices do accountfor dilterences in the basic cosl of labor, materialsand equipmentbetween cities within a given region, but Ihey do not sccou,d forwhat are commonly known as "market conditions" of a temporarynature.
,.
To obtain the cost difieronce for a specific trade belween Ihe base city prices on Ihofollowing pages and any other city within the same region, the index figures can beused as follows:
a) Between the base oily and s selected city:
Giventhe index figures for stonework, 100.0 for the basecily, and94.1 for s selecled city, and an esflmaled (or actual bid) price of$250,000 forstonework in lhe basecity, the expected price forthestonework In Ihe selected city is determined as follows:
$250,000 x 94,1= $235,250
100.00
b) Between two cities when neilher city is a base city:
Given the index figures far Masonry,82.1 for City A and 102,0 forCity B,and a price orbid of $300,000 in Cily A. the expected pricefor Masonry In City 8 is determined as follows:
$300,000 x 102.0= $372,000
82.1
The composite indices for each city within a region apply to whole buildings or seriesofprojects only, NOmore than very early estimales oractual bids should be adjusledwith indices, Trade indices may be used, wilh care, for any esttmale or bid. Actualprices (;luotatlons,however, are recommended whenever possible.
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i 122-CITf GEOGflAPDfGALADJUSTMENTINDEX(CON'T,)
• - .
I 5]T_ MORK/(XCAV_T|DN 78._ 97*6 89*1 91.7 |_fl*9 99*? 10_._ 9_,_ 103.7 gG_OI
A_PHAL? P&V_MG 97,6 q_*_ 89*5 9p.9 g_*? 106.9 103.8 |0_,_ _0_.6 |0_*_
CO_?RI_C_ZON EOIJTP_CNT Q_*A q_*| 85,_ 95,0 |02._ JO0*? |O0,q _6.8 |fl6,5 95._
$TPiJCTURAL ST_£L q3*7 91*% 89*9 8&,1 91.9 ql*3 9?*0 OA*I 202*0 92._
_A_O_T 9¥,1 _?*V 77.8 86.6 97,3 i_q,q 10_*_ 8q*l 95*2 9_.8 !
CAqP_tJTR¥ 96.5 91.5 73,9 9_.9 10_*! 105._ 110,2 99*2 JO0,_ 8_*_
i PR_ CAST CDNCR_Tr 9_.9 9_,q _6.5 _9.6 9_,9 117.3 111.3 II_*_ 101.8 93.2 ]q_* _(TAL _ORK _02.6 9R*O 116.3 101.9 |02*B |_7._ 5R*_ 106.6 21)0.1 98*q
ROOr_NG _ 75.? 76._ 72,? 71,3 _|*_ _,O 97*2 9|*0 92._ _q*9
_RY _ALL _O_K hl*q _5.2 ?7*6 AO*q 91.I 96*5 99.6 0_.9 100.8 0_.6
R[_TL_T FLOORING 73*_ _1.3 ?2*P f?*2 _5.7 99*9 10_,2 81.5 101.0 87._
HOLLO_ q_T_L ROItK 90.5 9P*O 85.6 9_,fl 95._ 99,7 102,Q 9_*0 lOO*q 99*?
ACfllfST|CAL TREATM[N1 _*_ OR*_ 80._ '_*N 90*9 |_3._ II_.5 9_*0 100.? 9_*L
P_INTfNG _ND F?_%SH£S 75._ ?_*_ 73*7 D6*_ 79.5 lf12*l 100.5 5_.2 9_.5 _8,8
£_II]PH_N? lOO*_ 96,7 56._ 1_fl.3 102*q l_q*P 109.8 _07._ 100._ 9_*0
CGNV_Y_N_ SYS?_ 96._ 97.9 9_*_ 99*3 9_*_ 100._ 1_0.5 94.1 103.6 _8,1
PJP|NG 96.1 q_*5 92._ Q5*I _.7 99,2 99,_ _*O 100._ _7,1
PLIJ_qZNG _|XTUA£$ 90._ ¥0,_ g1.2 0_*] R9,6 q_*_ 97.? 87._ _O0*O _|*O
AJ_ OXST4IDUTIDN 7_*_ 85,1 77._ 64.P 8_.3 R9*_ _9._ 71._ 95*5 E$*|
CL_CTR_CAL [GU_P_N? 99.6 99._ 99.5 99*1 99*5 |OO*O 10_,1 99*_ 99,9 _*?
I _]GHT_NG 96,q 9%,_ 95,? 92.1 95,_ 99,9 _00,_ _6*3 99,0 96._
I xxxl ;
h122.CITYOEDGnAPHICALADJUSTMENTINDEX(DON'_)
I
> _ _
CO_P_51?_ 92*5 77,9 79.5 99*_ 99*_ 1_0.1 151,_ 8N*_ 97.0 AS,D
SITE W_H_/[WCAVA?IO_ 95.5 73.0 55,5 95._ 1_1,9 98._ 105*_ 8_*_ 9&.7 77.1
ASPHAlt PAVING 9_*_ 79._ 52*2 93,2 99*_ _0_.7 103,9 _*_ 1_5.3 _*_
LASDSCAPI_G 9D*I 6_,? 75*3 _3,_ 105*q 1_6.0 105,6 ?1.1 9_*_ _1.5
.... COCaS?RUCTiON £QUIPR£NT Q_*_ 79._ A_*O 10_.9 101,6 99,5 105,1 _A*O 99*5 77.7
COhCR£_[ PLAC[M[NT 107.3 T_*_ 76.) 57*5 1_,7 1_B*7 1|_,5 79._ _01,9 8q,q
FORq_OSK 59*0 St*& 6_*q A_*7 }_,_ 1_,9 I_9,_ _9.5 91*7 70*6!
RCSA_S 8_.5 76._ ?5,& 9_._ 101.2 95*5 qG*2 69*0 9_*0 GS*_
$TffUCTU_AL S?£CL 91*0 50._ _3,_ 9u°_ 9_,2 96*6 97*6 9_*5 99*6 _1,_
flASO_A_ 86*0 62*2 65*5 55*& 97,9 95,_ IS1*1 6_.2 85,2 _,0
CA_PCNTRf q6.7 ?_.3 73*5 97,9 1_,_ 1_q,? 11'1.2 7_,_ 99*? _;,5
PR[ CAST COHCR_T£ g?*_ 89.9 _5.2 107.0 ItP°O 110.2 lflq*_ Rq*3 108._ _2,5
_;5C* _TA_ MDSK 95*7 95,0 _5.5 12_,6 96*7 99,3 q5*7 q_o5 q7,6 Q3,2
_AS5 ANO GLAZING 102.6 79.8 A_*5 7_*_ 100*_ q3*_ |05*5 ?_*_ 57*6 75.1
ROOFinG 83._ _5,9 5_,1 7_,6 95.2 89,9 93,5 59.7 9_.7 57.5
PL_ST£_ _ORK qo*2 70*3 79*I 92.2 |00*5 103,2 110*_ _.9 50._ 85*q
DS? _AL_ _DRK 99*0 7_.5 72.5 55,a tG_*_ _9.5 101°3 73.8 91,_ &_*l
CCRA_C/gUAflRY 7[L[ 95*2 _*_ 70,5 52*7 tfl_*O t09.5 ||0.1 6n,a 5],_ _0.;
HOLLO_ fl_TAL _RK 9_*_ 81._ 42*3 9_,0 200*7 _0._ tOS*9 53.5 _5._ 5_.0
ACOUSTICAL TflCAT_£_T 95*9 76.1 77.5 9_*q 9_*2 120.0 It3._ 7F.8 115.1 5_*q
PS_NT|N_ AND _|NZSH[S 79*5 9_*_ 5_.5 _*" AD._ Q_*q lOS,3 _.3 90._ T_*7
[QUZPR£NT 97*q 89,0 59*5 |06*T 1_7._ 109._ 109.7 90,2 10T.5 99*9
C0_¥[_|N5 _7_T£_ 9T.2 9_*_ 9_*A 99*9 99*_ 99._ lflO*q 9A.8 99._ 99*5
PZP_N_ 95,6 8_.9 56,3 100*_ 99*_ 99.9 99._ h5*O 100.0 _6,0
P_U_O|NG _X7UR[S 90*q _0.5 70.9 59*q 97.3 98_8 _7._ 71._ 59*0 80.1
_V_C _OO|_C_7 58.6 97,5 9A*_ 5q,q 99.7 99*8 99*5 59*_ _.5 97*0
&|fl _ZST_|RUT|ON 79,_ 57.9 6_*fl ?_,1 _9.5 q0,3 g_*q 9_*_ _.9 66,7
_|_ 95._ ?q,5 75.6 Pq*fi 101*P 96._ q9,3 65,9 9_*_ _5,0 :
[_£CTR_CA_ CR_|PNCN? 59.? 99.0 95.9 _9.q 10fl,1 99*5 99,9 99*2 99.9 99*3
L_OHTXSG 97.0 _1,0 90*5 59,_ 1_0*_ 98*9 99,2 92.8 99,_ 93*3
XXXIJ
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122.CITY GEGGflAPHIGALADJUSTMENTINOEX (CON*T.),!
ii
COMPn$|T_ 91.8 89.] 95o_ 9_.1 10_.7 g6,3 93*? 98.7 84.3 91*6
5[?F _ORKICXCkVATZON 49*6 7_°9 90.9 d4.7 104.6 99*q 94*? 200*4 ?9*0 92*,
AOPHAL7 PAVT_G 91._ 8_*6 49.0 92*6 222.3 _00.7 97._ _.4 96._ 98*q
LANP_CAPIMG 93.2 _4.9 94._ 94.7 2_9*G 97._ 93_9 14P*_ _7.5 92*0
CO_STRUCTTOM COUIR_C_T qO*3 _0.9 9_.0 90._ 2_.6 48*4 200.0 _01._ 02.0 9_*_
CD_CH_T( PLAC[_? 2A0*8 84.9 9_.9 10_*0 10_*7 _12.7 90.2 4k*_ 07*2 4_.2
FORM_ORK 06.5 _].8 0_°4 _.7 _4_.9 97.0 47*0 _*_ 70*2 0_.2
R_RO 7_*? 7_.6 94.0 74._ 204*_ 92.3 90*2 41_2 67.8 09_0
ST_UcTIrRtL S?_L _4.2 _G.7 92.0 _7.6 97.6 _6._ 96.3 41._ 94.0 94._
_A_ONR7 94°2 OQ._ 94.0 94._ 1_7.9 Rq.2 9_._ _4.0 74*2 91._
CARPENTRY qq*H 9_*r_ 9_.9 202,_ 101*q 44*3 1U0*6 |01._ 8_.2 _0._
PR_ CAST OONCRCT_ 94._ 93*2 205*2 _*0 209._ 2D0*4 92*2 9_,0 87,7 90*0
42_. _TAL WORK 200.3 94._ 1_4._ 200.6 49*4 Pq.q 104_ 20_*7 9_*_ 9_64
: GLO_ A_ GL_|N_ *. qS,T 8_*4 07*0 96,_ I0_°0 107,6 92*8 9_.2 67*q 20_2r
_N_ULAT2qq _4.4 0_°2 94.8 8_.2 2_._ q_*2 qO*q 04*0 83.3 06*4
PLA_IC_ HOHK 44*2 4_.1 _q*? 0_.4 _4_*_ q_*_ _7t4 94*4 90._ 98*4
Oily WALL WORK 80.9 75._ 8H*q 04.7 9_.7 ql*_ 44.4 _4.2 70*6 80e)
_R_L_N7 FLOOR2MO ?b*7 7?.0 07*_ 01.? 10P*_ 90*2 _.q 4S*q 6g.3 4_*_
¢_A_C/qUARRY 7TL_ ' _7.3 _3,_ 94.9 9_6 |0'8,3 200*7 9_.7 90.0 72,2 900_
HOLIO_ _TAL W_RK 89.6 91.2 9_*_ 9_*_ _03.1 96.3 9_*3 9_.2 49*0 9_*8
ACOU_T|CqL ?_£_TqC_T _2,u _*1 9_*_ 06.2 _2_*') 94.1 44.q 90.1 84_9 44*?
PAIHT_G _ND _]N_S_S 95*6 4_*0 9_.4 44.9 _Og*q 46.1 77.8 49*0 64*_ 906_
[QII|Pq_MY 97.8 2_2,0 107*0 _7 24?.7 44*2 10_*_ 10p.2 49*2 94.2
CGVV_?_N_ $TST_ 97*_ 9_.4 95.9 99_0 100.4 99*3 97.0 _706 93*0 94*0
PlP_MO 47.4 8_*g 97*4 9_._ 10].6 99*_ 94*q 96*2 101*0 94._
PLU_2N5 KI_TU_C_ 9_._ 8_.7 _0*4 92.4 10_.5 98.3 9_.6 90.7 _2.9 95.1
HVAC E_tP_FJ? 99.1 9_.0 99*0 YS*? 100*_ a9.8 q9*3 94.0 96*R _9.3
W|_2NG 97.6 90*q 74e2 _4.9 |42._ 47*_ 92*3 4_e? 0_*0 94"_I
E_TCTRTC_L EOUJPq_qT 9q.9 99°5 99*7 _9*T 140.1 q9*9 99._ 99*6 9_.2 996?
L|GHTJ_ 90.9 90.7 97*q 9?.J 2_*0 q4*? 9_.6 46.7 92*4 97*_
xxxf_l
122-GITYGEOGAAPIIICALADJUSTMEfiTtHgEX (COH'T,)
COHPOSITC RA+R 07._ 1061_ _,_ 9t+_ q?Q_ qA,? 10},7 69,5 q7+O
8tTt M60KICXCAVA?tOfl 92,0 73,9 108,3 fRO,3 9_,9 38,7 YT,6 10_,1 $6,3 33*7
ASPHAL? PAVAN1 Qs,q 66,6 97+7 tOQ+9 9_+A 97,? Q_+S 39,9 R0,5 9 ,S
. " _AHDSCAP|NG 90+7 3q,q 213,3 101,6 $0_,0 q_,_ 100,? 1P1*0 Sq*5 q?,o
_ON_TSUC?IOH _OU|PR_NT _5,O 30*9 106,6 10_+5 q6*_ _O*& Qg,_ lO_D 83,t 35,2
_1RC0_7_ PLAC_H[qT A?,6 39,3 _1515 103+0 9D+3 _5+_ 106.2 _0_.3 _1.0 163+_
_000HR_K 60_0 O_*q ttO,t d�°S &?._ _,._ 93,5 3_+O _5°5 qS+R
i R_OARg 76,6 76,6 111+7 _6o2 &1+5 q�+h 113+0 _3.2 7_,2 _,1_TRUCTURRL ST_L 8_1 63*7 _13*_ 69*3 90+2 99*1 101*5 10_*3 90*6 93,_
+,
_A30H_Y 96,5 39°2 _06°6 6q°q 93+_ _+_ 3_,I 39+6 92°_ 39,0
J CAAR[N?R7 97+5 90°q 100,_ 12,3 9q,q q_,5 39,,_ _+2 91°q 1D_+1
! _0_ CAB? CORC_[?_ _0+3 96°% 112_5 105°R 9_,8 qq_o $lS*& 113_q 95°5 _Q?,O
I H|_Ce fl_fAL WQ_K _0211 9_°_ %00_9 97_ 10_+_ 99+1 101_9 [23+6 95+0 3t°0
ti M|NOOH$/CtJ_?A|N HALLS 93+1 33,_ 100+1 91,7 qq,_ q_.1 9_+9 131+_ ?O,t q_+tOLAO$ AMU GLAZfNG 71,5 S2o& 8t+q 9q+O 35+_ 36+_ 113,q 1[?,3 39+S q2,q
AOO_|NG 71,3 67,7 _6+9 A6oq 71+3 XI°5 79+_ 7A*7 71+0 _5,?
_N|ULATt_N " 73,1 fl3°2 11_,_ |Zq°5 9_,0 AR,5 g2+_ 07,7 93,5 12R+_
PLAS?£R _ORK 83_? 86°1 II_+& Aq+9 30,fl A?,? t01+9 97°9 90°q 99+1
007 MALL WORK SS,3 73+8 106+2 _0,9 86,5 _5,_ q1,_ 37,3 ?Ooq 93,7
R(S|L|CN? FLOQaIRO 75*9 77,0 112,2 33,0 79*q 61._ 92*3 ??+0 80*5 _5,_
CCRAq%CIO_AfiS¥ ?|L£ ?6*_ 3_°0 93,3 65.5 90*2 A_*5 195+_ 6$*3 85*1 qq*9
HOLLOW q_?RL HORR _|+5 01.3 107,1 gq*6 qs*3 92,_ qfl*_ |0_°9 9_*6 qq*9
&COU$TS_AL TRaiTOrS? 3_*? 92.1 110.8 110*_ 87*2 38*_ 33*0 3e.6 qq*2 |19*2
PA|_T|fl_ RNR RINISHES 73,0 83*0 100*S 6_,_ 73*5 7_*_ 101*2 8K*3 69*6 3_*h
_GUIpflEN? tO0*9 102*0 103,6 10_*_ tot*6 97,_ t02*_ 113,? 102,7 100*9
CONV_YING 5YST[RS 9_*3 95*_ 103*5 200*8 96,0 93,3 99*_ 111,0 97*6 YT,O
P|P|OG 9_*S 09*9 113*5 5_*1 37*_ 95,6 q3*1 |0_.0 01*2 qT+S
PLURfl|R_ _IXTURC8 87*1 06*? 110.3 97*_ 92*9 90,_ Y_,_ 103,_ 39*q e_,2
H¥1C [OUIPBEHT _6,1 QR*3 tO_*& _q*6 qfl,9 9fl*_ 39*R 11A,0 96*3 q_*1
AIR plSTqlO_TtON _9,0 71,9 9?,$ ?6,_ 77,5 RO*? 09,_ OR*5 75,5 16,?
M|flI_G S?*9 1[*8 102+1 9_*_ 3q*_ A?*5 IO_.O 1OA+U 9_*3 3_,2
[LrCTAICA_ _IUIPq_N? 99,_ 99,6 tOO*t 9q*? _q,5 _q,_ ID0*5 _t_*_ 30*6 _3,6
_|GHTIfll 93*6 gA,3 too*q 0?*5 93*2 q_*$ IQO*R 111,q 06+q 05,6
xxxl¥
122-CITY G|OGflAPHICALADJUSTMEHTINOEX(COWT,)
m
• C2MPOS[T( 92+7 93,1 89o8 9_,? 9_,0 9_+2 _A_ 91,5 fl2,5 [O_.7• 22T_ WORR/(YCAVAT_O9 _T+_ 95,_ 87+0 08,9 99,_ Inn,3 _7,8 10_,2 ?Q.Q _)t_
ASPIIALT GAVIN8 98+0 103+_ 92+_ 98*1 _9,5 99+5 A3+T _0_+8 82.3 96,8
IC09_2T[ _LACC_[NT I06,8 108.e 87_1 _,_ lll_ 9_+0 _2+0 10_+7 ?q*8 llq,O
I _O9_ORK 90,9 8_,1 78._ 8_,1 lOl*l g_*_ 7_+_ 89*8 71,7 liB,&
RCRSR2 05,6 99,8 82,_ _2,9 96,0 _1,_ 77*0 _%o3 _,6 128+_
_A_O_gY _2°5 _?°3 90+0 85,9 99.5 _8,0 _,_ ?q._ 70,9 116+5t_
_AR_CNtRT g?,O _&,_ 08*q 81.8 102°0 192,? 72,_ 95ol 76*8 106+0
P_[ CAST CON¢ICT_ |07*_ II_,_ 87*8 9_,_ 10_.9 q_,7 _9*0 1[_.6 88.& 11",7
ii,RZSC* _[TIL 90RK 94,7 I0_,3 97,9 9_.5 9_*1 10_.9 93.L 9_.8 g_*8 loq*o
_F: _LAS_ A_O GL_TIN2 93*_ 83*_ )0_*_ _?*? Y_,_ 92.5 69,9 97,6 88*8 IPI*6f.
_[ ' ROfl¢[N_ 0n,6 _6,2 77,1 27,_ 90.A _6,_ 71._ 0_,_ 60.2 Y5.2
i_ _SUL_T_q9 93.8 101.3 00*6 99.2 9T*_ 9_*1 9_*0 8|,2 8_.6 10 *g_i PL_STC2 90_K 90,7 98,2 90*_ 9_,6 q?,_ 97,_ _9,_ _g,2 _0*? lI?,_
DRY _8LL _O_K _9,3 81*T 79._ _6._ 97,9 9_*3 00*3 OA*I 70,2 10_,3
_9[L_CN? FLOORZ_G 22.8 ?6.2 81,2 2_,0 93,? _7,2 77*6 7_*7 73.1 10_*_
C_AR|C/_UIRRT Tlg[ 9_*7 8_*_ 0_*_ 92°9 1_A*_ 98,8 QP°I 9T*9 79*0 107._
HO_L09 _ETk_ 90RK _,5 91.? 91.9 89*T 99*P q6*_ 8?,9 97.8 85._ 10_*2
8COU_T_C4_ TREATqCNT 89*0 ql*b 2_.1 88.6 ?_,9 91,8 91,1 88*5 _2.9 105,2
P&|NT|Ng A_n F[qTSHP$ _q,T 55*_ _5*8 9_,_ q6,6 91,1 9_*7 T9,9 70._ _?,0
1099_y_N_ SySTEmS 90,8 _*8 96,0 _?,0 98,3 qT,6 86*2 100.2 93*3 97*5
PXPItl2 9_*0 9&*3 98*8 9_,? 9_,8 95*1 e2.5 9_,0 08*? 102.6
P_LIflR|NG FIXTU_ 90,_ 92*0 _*l 97*0 9_*_ _8*9 92.8 88*0 89*1 _OS*?
NVaC £1U1_n_flt 92*6 9_.8 98._ 9%9 99,_ 9_,8 q_,8 9T*9 97.g lOO*_
A|9 _|2Tq[_LIT|ON 81.6 _0,0 21.? 27*_ 2?°_ g8.2 77*9 79_2 70*2 99*0
91R_92 9_.0 91*g 90*? 9_*_ _*_ 9|,6 92*1 10.2 88*& lO?*O
£LPCIR|C_ £8U_piENT q9_6 99,6 99*9 100,0 99,8 9%6 qq,o 9_,_ q9*2 100*8
_|GHT1N_ 96._ 96*_ 99*9 ¥9*6 98,6 96,3 9&+9 99*6 92,7 103,1 !
xxxvi !
J
122-C1'/'Y6EO6RAPIIICALADJUSTMEHTIHOEX(COH'T,)
" " • COKPD$1?C 9?,6 D_,_ 107,7 102,& S_,_ 9fl,1 92,9 93.2 $7.9 96.D
S|T_ VflR_I_XCAVXT|OH 97*? Da,k 107,% 123.S $2._ qS,S D9,9 _qp3 63o$ |OPaO
ASPHALT'nAV|HS 95,7 _,? 99.0 99*q _D*O 90,6 dQ*O 91.0 92*? 96,5
L6_D$C_PTSIG 101.S 62.k 113,6 100,2 ?6.5 00,2 _2._ 99.1 06._ _06,6
DD_ISTB_CT_DN _QI/|Pfl_N7 99.1 A6._ 102,0 10A,_ AA,I 9_,_ 92.A 49.6 69.6 _9._
CD_CH_T_ PLAC_H_T 105._ _3,_ [10.6 10A,q q?,_ 100,6 9?.q 12[,_ A_*5 109,A
STAtlCTLJflAL AT_ _9.6 79,_ 112,0 129.0 A2,6 90.6 _q_? 64,0 _3.9 36_6
RASD_R? 99_5 8?_ t13.6 _Ot*q ?S*? _Z,O 69,[ 9S_S DS*O 92._
CA_PC_T2¥ 99*q ?A,6 1_7,5 %11*2 _9.9 qq.3 91*_ 16_,7 60.7 101*_
PS_ CAST CONCfl£?S 113,? 85.7 119.1 116.5 qo,& iS&,? 10_,2 9_*5 86_0 109,6
[ _SAC* fl_TAL _DRK t_1.7 93._ 1fi_,2 102.9 9?.1 1_3._ 123.1 ]OO*D 9?*2 95.9
k|_DH_I_UQTA]N _LLS 99,3 qt*l 105.6 10_*0 '" 9p*_ 13_.9 IS_1 99,_ _2.? SS*6
DLASG Afl_ SLSZ|NA ', 115,7 79._ 119.9 321,6 qO*S A9.0 79.A 9A.6 t09*6 _3*&
fiOOFTNG 02*2 75._ q&*_ 9%*0 06.¼ 71.5 75.9 ?$,0 ?2*9 9_.6
3NDULATZflH • dT*t S?.1 100.7 '_7._ ?P*5 q9*7 92,6 9fl.6 99,S 99*6
PLAST[A kOKK 100.6 91.0 111*_ 106,fl 79,_ q3*2 91.0 9A*D D3.2 102.2
OR? _ALL _S6K 92,2 82.1 lOS,3 9_.q 79.1 fl_*O _O,& 37.6 ?5*7 97,_
H[_1LfCNT FLDOHSN6 _6.2 ?Y*" 111.9 97.1 7l_7 _.9 ?d*O 39*2 ?6*9 _2*d
C_RAaSCISUASR? TTLC IOb*q 02,9 1D?,1 199.3 7}.q _q*9 _S.6 69*$ 300*5 9D*$
HOLLDH fl_TAL HDRK 90,9 _0.9 10_*_ 109.6 6S._ 93.2 90.6 9S.2 69*9 9S.6
ACOUS?ICiL ?D£AT_[NT 9fl,_ 92,5 tO_*_ 9_,1 61,5 q_*_ 90,3 0?*6 65.1 95*9
PAJNT_N6 ANO FtNTSH_G 80*9 D_*5 91.9 d9.3 71.6 _1.5 &9,0 _1.9 62.0 9_,2
£GtJ3PBENT 102*q d_,a 10_.9 103,_ 9_.7 106,9 106,9 99*3 92,D 106.9
_O_VSYIN_ DTST_RS 9q,s 96,_ 191.1 103.6 92,q 96*6 95*7 _A*& 93_q 9D_
PIP/NS 97,2 91.7 19_*_ 102.3 92.3 qD,O 9_.2 96,D 96*5 90*0
PLO_RIN_ _SXTU_£S 93,B 90.7 109.0 10_.1 SS*3 96*5 _0.5 9£.9 91._ 9_*?
HVA_ _2UIPR_? 99*_ 96*6 99_? 99,9 9?*_ 99*9 _8*6 9_.5 96*7 99.2
d|P _|_?qfOUTION _1.$ 76,5 I0_,? _7,0 66.0 _3,5 79.9 6_.9 66*t 99.?
H|flTNG 9_.7 SO,& 110,_ U9,S 89,? qa,2 _0,1 9S.2 60.6 91,9
CL_CTDICAL _DUIPqC_T 99.? 99.9 190._ 190,0 99,_ 99*9 99._ 99*9 99*9 99.6
L|GHT|NG 99,2 95,A lOq*? 99.7 92_? 99.2 qq*? 99,_ 99*9 9i,_
xxxvll
; w
_' 122-CITY 6EOG[IAPHIGAL ADJUSTMENT iNDEX (COfl'T,)
COPPn_IT_ IO0*N 98,3 9fl.1 100.6 qN*5 q?,6 q4*? 79,? 107._ I02.0
SZT£ WnR_/CXCAVAT;ON lnO,_ 93.4 96*2 lOa*q 9fl*_ q_,l 90*_ 0_*5 106,3 103.1
ASPHALT _AVZNG lnO*O flS*_ |01.4 _.1 1fl4.7 1G_.1 8q.o 8_.2 9?,? q501
LA_DSC_Pt_IG lOn,o 102.2 1GO,? 103,3 91,4 1fl4°2 9q.q 7_,3 125,3 lOq.3
CO_STqLIC?ZON _OLI_P_£NT 19D*O 9_,4 _.3 Hq,l 101._ q?*9 92,8 _q_O 106._ 105,1
CONCR£T[ PLAC[fl_HT I_0,_ 97.6 107.9 lO&,O tO?,q 115._ ' 98*9 7_*$ _15.3 109,5
FOA_WDRK 100.0 9_*_ 99._ 9k*_ _l.q q_°3 fl_*3 6_.4 109, _ 93,6
flSqARS _n,_ 9_,_ 90.0 _O?*g 9_.7 _9*_ q3,_ 7_.9 111.7 109.5
ST_OCTIIRAL _T_L 1_0._ 111_5 9_,0 100.8 04°1 _2*6 92*6 8_,3 I14,3 122._
_AS_WH _ 100o0 96*2 96*5 109,_ _N*3 IQ_,3 _I".9 6_,3 113,6 1_4°1
CArPeNTrY 100.0 q_,_ 109.3 91.6 9&,o 103.3 9_.6 73.5 102,3 q3.2
PRr CA_T CDNCR_T_ lO0*fl q5,7 109*1 11_.9 114,0 |16o7 10_.1 9_.2 112*q 109*6
fl_SC° _[?AL WORK lO0*O 101,4 100*_ tO3,& 1D5*5 1_6.2 123.7 9X*2 100.8 99,7
W|NOO_/_URTA_N WALLS 100.0 9q.3 97.3 10_.2 Ifl_°O lO_,_ 1_,6 _q*4 100.1 97°6
flOOF|NG 1_0._ 75,0 89*& 86.5 ?q,4 _7*_ ?5*5 54.1 91*2 fl2,3
;NSl;LAT_ON 10_*0 9?.1 100*1 11_.9 t01,_ 1Q0*7 _q*_ _O*O 113.4 113.q
PLAST£A _OHK 1_0*0 10_.3 96*6 104,t _.3 1_3,9 9q*6 73,? I0q.2 103.0
Oily WALL N_RK 100o0 87." 95.2 93.5 RG*3 9_*_ _;,3 7_*g 105.9 90,2
fi_S|L|EN? FLO_O 1_0*_ 9n,_ 90.7 91.q 7_,5 qo.q 82,? 6%8 111,9 q2,0
¢£RAp;C/qUARS¥ _|L_ lOO,O 92,9 98*3 109,_ 91,_ 113*g 95,9 ?n,8 108,9 101,3
ACOUSTICtL TA£_Tq[NT IDO*O 98*3 101.0 107°_ 90.4 I_0._ q3,_ 71._ 110*6 _8.0
PA_NTJ_G AN_ F|_|SH[S 1_*_ 9P,3 96*? 9_*_ 5k*_ 93,7 8D*_ 5_.7 116.6 ins,0
[OU|PM_? 1_,0 103.4 t10.3 _0_*_ ]n5,_ l_,t 106.9 _q_q 103,6 I_0,6
CONVVYI_O SYST£_S I00._ 99._ 99.q tO0*? IQ_°? 98*_ 9_,7 9_.6 |04.9 _34.I
• p£pzqG I_n,o 110,9 98,5 111,0 93.0 q?*g 94,t _,3 114.4 112,7
PLLI_R|NG FZXTUR£_ 100.0 tO_*? 95*_ lo_,q 84°9 95,6 9_,9 ?A*9 110.2 106.4
HVA¢ [OU|P_NT tO0*O 100,4 9q,1 100*4 97,7 9q.3 q9,2 S_,A tO1*§ 101,0
A|R S|_?R|DUT£ON IOO*O 87*1 _q*l _5._ 69,9 9D,9 _*_ 6_? 100.2 96*1
M|_£NO 100.0 lO_*O 05.8 95,9 _,7 95*? 93*7 ?A*_ 99.8 98,3
[_£CTS|C_L £RU|PqENT 100.0 10Dol 99.8 99.fl 9_.3 99._ 99.7 9_.9 tO0*O _9.9
L£RHT|NB tO0*O 101,3 9_*| 9fl*_ q_*_ qS*t q?*2 qO*3 99*g 99*2
xxxvlll
i
,j
r,_ 122-C|TYGEGGIIAPHICALADJUSTMENTIfID[X (tOil'T,)
122.CITYG|OGnAPHIDALADJUSTMEflTINGEX(CON'T.)
CO_POStT_ R1*6 oq*o IDII? 90.0 99,0 92t3 90,0 9_*0 _Oy.O 91.6
SSTC WOR_/CXCAVAY_ON 77,_ 05,0 $01,_ 93.2 103,9 90,_ 93.1 9_.6 109.7 90_9
ASPHALT PAVING 79,8 07._ IDS.& 93._ 107.9 39.2 a_.6 100,3 300.? 92*9
_O_STOtlCtSON £OUIP_CNT 79._ _9,0 _9._ 93.9 106.0 9_.0 90.q 90.6 112.6 93.6
CO_COC_[ PLACement 7a,3 0%1 110.7 IUI,2 _,_ 90.2 _6.? _3P.6 109.X 100.0
_C_AOS _8.1 9_*q 97.& _5,5 to_*q _.9 93,8 _q*Z 129,_ ?_,q
CA_PrNTO_ ?_,P ?_.0 11n,0 too.6 97.9 91,? 93,a _7,0 101,9 t01,6
POC CASt CONCRgT_ 07.I 9|,7 110*_ 96*6 101,_ 100.0 99*5 9_*? 119_ _$.1
_NDOXS/CIJRTAtN _ALLS 90.1 qq*_ 9_*1 100.9 100.6 1_*| q9.0 _?*0 10_*_ _0._
GL_ AN_ GLAZiNg ,, 0_.0 0_,_ 93,5 1D1.7 _Ol*O _2,0 _1,5 106._ 1_1._ _9._
_00FII_G 73.0 7_.0 92._ _q*2 92._ 75,5 60,8 00.1 9&*_ 70,$
PLk�T£O _0_ 7_.6 9t*_ 107.1 0_,_ 101.3 _1.0 ¥1.7 _?*_ 111.0 aS*O
80_ _ALL _O_K 70.3 03*5 100,0 _.2 9&,q RI*O 47._ _q*q 90,? _3.9
C[_A_ZC/q_A_qY T|LE '7_.0 &9,7 ID?*9 0?.0 103,? _q,q 102.5 138*9 111.3 _?.0
ACOUSTICAL T_CAT_E_T 76.0 8_,_ 11_*_ 83,_ 9?°1 qOo_ 90._ 91,2 99*2 _3.0
PAiNTInG AND F_NISHC5 _9,9 79.0 9q.0 90.1 09.8 0q,0 _5.0 9_,0 90.8 _3.0
P|PING 87,_ 9_,9 100.0 96.8 99._ q0.0 110.9 $?.7 90,? 97,1
HVAC _OUIO_FNT 97._ 9_,0 100*0 99._ 99*9 _.5 lOO+q 9q*_ 9q*_ 90*9
Alfl _3_Tq|gilTt_N ??*_ 70.1 91.2 01,_ O§*q 73,3 90,0 _*_ 9_.6 0_*?
N|R|NG 02,_ 91._ |G_*P 92.9 301,q 90,_ 101,? $?*9 99.S _9,_
£L[CTRIOI_ [QUIP_NT q�*_ 9q,_ 100_2 q_*? 10_.1 q9.9 10_,1 81.9 100o0 99._
L_HT_G _.9 96.Y 101,9 96.0 |00,0 q5.0 108,0 9_.9 99._ _5,0
xll
!.i-
I I 122.CIITGEOGRAPIIIGALADJUSTMENTINDEX(CON'T.)
_ g f
COPPSS|TC 96.& 79,_ 99,1
_|T[ NORg/CXCAVAtZON 99,_ 63._ 99,A
ASPHALT PAVINQ 99*5 S_._ 9_.3
LA_OSCAP_NG 9_.6 T5.3 102.1
CDNCA[T_ PLACEMENT 110,3 76,5 103.6
_OnqvORK q_*_ 6_,_ 50_5
_ERAE$ 91.3 7So_ 108.5
STRUCTURAL STEEL 96,2 83oq 100,7
MASONRY 59.1 63*3 102,5
CARPENTRY 98._ 75*5 89*5
P_E CAST CONCRET_ 1_0,5 90._ 116,5
fl_C. _A_ _ORK 59,_ 93,3 lOS*q
M_@_OO_S/CURTA_A WALLS 9_.7 S9_ 101.5
OLASS AN_ OLAZ_NG 107,_ B2.5 6T.1
_OOF_SG 97.0 5_.! ?9,1
.._ |HSUL_TION 5_.2 _D*O 112.7
PLASTEfl _SS_ 52,_ 75,1 95.9
O_Y BAL_ _05K ql,_ ?_,5 90,5
C_RAM|C_UARNy _|_ lo0.T 70,A 90._
HOLLO_ _TAL W_RX 9_*S 52,3 96.7
AC_U_T|C_L TR£AT_ENT 93*1 77,5 1Oq*?
: _IIIPE[NT 95*_ _9.5 _03.0
COaT[TIN5 EYST£MS q9,_ 9q.6 99.9
P_P_NO 99.2 56*3 112._
PLUHRING FIXTUR£_ 98*3 78.9 10S.8
HVAC £OU_fl_NT 99.R _6*S 105_9
AIR D_T_RUTION 53,6 63,7 92.?
£_CTR|CAL _OUIPq_NT 99,9 98*9 99*6
L|_HT_NG 95*? 89*6 96*0
xli_
• . 1 ...........
\Ol 0Or) GENERAL CO_/D _ TIOJJS
HC! O[5CRInTION UNIT TQTAL LABOR M&TCR_AL
o[flnn G_fl_R AL COtJt) I T I/INS
('O_P_t_tNG THE F.L[etFHT_ OF S_VTC_ *I_CC_$A_YTO C_ORN|NAT[" t CNPJTqOI. A PHnd_'CT Tn n_ qUILT[It_nFR CtlqTRACT RFGUZRrMFNTS. THF [t,CMf'_T_ AqC
.ntnfl CPn_eoIN&TINN k _e_P['RVI_ItlP_*OPnQ I:_RPE'CTInPJ X t(qTel.0_n0 PDt'COeJ_TR,CTION CONFJ_nL'NCES* fl_ rlil PRflfiRr_ _; qcr T1Nr._*ttK00 _T_irt;,T | n/J (;CH_OUL_
* n7_1_ Pqn_Rr c_ H_'pORT_
*oqo0 51_np I_a_i_|N_¢; ^_ID SAmPLe'S.1 fl_( _ L AY/1UT e)& I'_
,l_p _'n*_TqU._TlOhl P_I_tTO(_RAPH_,1_10 Prff_ITR R LIC£N_T_;,)_t_O TIqafI_A_Y _'AC_[L|Tt_; A i'_lqTROI _;.1_0 _'r HpOR A_ 1' SF RVIi'_'_* 1_(10 TrP_O"A_Y PROTECTION
*IR_lh (tLlerPRI*JT_* 5TAtlON_F_Y* _.TC**I_P(I r_A_SPtlqfAtI_t_ _ TR/WEL*_tlfT_ [_¢1_1_5. T_._URAFICr, FR|_I_,r _'I_p[Hsr_._lr_rl SV6LL T_L_* rD_lta_rJt _ r_PC'/nA_L_;*_PlI_ CI;TT_e_G I_ pATCHING*_PO _tt_t_R C(_N_| T | 0tJ_*:_llO Pl;_TCCTT_N ?0 RtT£ _r Pi_;TRI_CTIt_I_*p_.r)_l .¢PFCIAL CONTq_L_ I?_V_q_'_*_TAL)
._nnA _: ?Re" PRE'VC*IT I ON,2qrVO FfRGT AI_
*_lP_ CLf_talt_ r, UP,_nrl G,IAPA_JT._.._* RIINn_, eFFIp_VI_S
,_nn OPfRATtf_PI ,_ MAIklT_'_Jf;NCr _ATA_._r_OO PI_CHL. T_T _ FINAL INS_ECTIOH
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