NLetra' · NLetra"' The way to really fly. 547 W Jackson Boulevard Chicago, IL 60661 372.322.6900 TTY: 1 312.322.6774 July 14, 2017 ... (937) 236-8805, extension 235. Respectfully

NLetra"'The way to really fly. 547 W Jackson Boulevard Chicago, IL 60661 372.322.6900 TTY: 1 312.322.6774

July 14, 2017

Invitation for Bid No. 39239Construction Services to Renovate LaSalle Street StationAddendum No. 1

Dear Sir/Madam:

The subject Addendum is being issued to correct, amend, add and/or delete certain words,phrases, sentences, or paragraphs in Invitation for Bid No. 39239.

This Addendum No. 1 consists of:

1. Questions Metra has received and the responses from our agency.

2. !2!!!!! Exhibit V - u.s. Department of Labor Wage Determinations and !!J!..! it withthe attached Addendum No. 1- Revised Exhibit V - u.s. Department of Labor WageDeterminations.

3. Attached are the Pre-Bid Attendance Sheets

Metra will be unable to respond to any additional questions submitted by contractors.

The Bid Opening Date remains July 28, 2017 at the time and place previously advertised.

All addenda are to be acknowledged in Proposal/Contract, Section 4. 11 Addenda. Failure toacknowledge addenda may be cause for bid to be considered non-responsive.

Sincerely,

'?6,.t

James Barker

Department HeadConstruction & Facilities Maintenance Procurement

SB

Attachments: Questions/ResponsesAddendum No. 1 - Revised Exhibit V - u.s. Department of Labor WageDeterminationsPre-Bid Attendance Sheets

Subject:

Metra is the registered service mark for the Northeast lllinois Regional Commuter Railroad Corporation.

IFB No. 39239LaSalle Street StationAddendum No. 1

QUESTIONS/RESPONSES

Listed below are additional questions ("Q") Metra has received and the responses (?R") from our agency:

Q1 : Unilock Chicago, Iocated in Aurora, IL, is submitting the following granite "or equal" options as Iisted in specification section StoneFlooring, 09 66 00, Part 2, 2.02 Gran!te. Unilock is the supplier of Marshalls Natural Stone products. Attached is the ASTM testresults-complying with section 2.02 Granite, B. Granite Properties. Unilock can provide Light Grey, Red and Black granite colorsin water jet,'flamed or picked finishes. Colors can be reviewed at the website links below and samples are available.

Please review and confirm these are acceptable "or equal" granite options. If you need any additional information, please Iet meknow.

Light Greyhttps ://www. ma rs h aIls. co.u k/co m me rci al/n atu ral-sto n e/p rod ucts/callisto-g ra nite-fla m ed-webfa 09 1 810

Red

htt ps ://www. ma rsh a I ls.co . u k/com me rcia l/natu ra I-sto n e/p rod ucts/m im a s-l ig ht- red-g ra n ite-fl am ed-we bfa0906 10

Black

https ://www. ma rsha I Is.co . u k/com m ercial/n atu ra I-stone/prod u cts/trita n ial-b Iack-g ra n ite-fl a med -we bfa 090 730

R1: The Approved Equal request submitted for Dimensional Stone was incomplete and cannot be evaluated at this time.The C:ontractor s'hould submit its bid based on the four options noted within the Specifications. Metra may considerApproved Equal requests after the Notice to Proceed is issued.

Note: For full disclosure, attached is the LABORA TORY REPORT submitted with Question 1.

Q2: Phasing Plan: Can the Contractor make amendment to the proposed Sequencing/Phasing Plan identified in the ContractDocuments in order to increase efficiency?

R2: The phasing plans indicated in the contract documents are Metra's suggested means and methods in order to minimizeimpacts to TAAMra's service and our customers. The Contractor may submit its bid based on its own phasing plans whichmust not impact Metra's operations or Metra's customers in any way. After the Contractor is issued a Notice to Proceed,the Contractor will be required to submit its proposed phasing plans for Metra's review and approval. In the eventMetra rejects the Contractofs proposed phasing plan, the Contractor will be required to adhere to the phasing plans inthe bid documents at no additional cost to Metra.

Q3: Work Area Isolation and Preparation (refer to Specification 02 45 00): Is full containment (Wooden stud frame with polyethylenesheeting) of the work area and negative air pressure strictly required during dust producing activities such as floor cutting,concrete demolition, etc.? Specifica7ion Section 02 45 00 calls for full containment required for dust control in areas greater than100 square feet or any situation in which it appears Iikely that occupant space would be affected without full containment.

R3: The Specifications offer a range of dust control options, including full containment. The Contractor should develop adust control plan that appropriately prevents or mitigates visible airborne dust.

Q4: Structural Repair of Concrete Slab: Specification Section 02 41 00 (Selective Structure Demolition) indicates that existing 6"concrete slab below pavers to be exposed, made smooth, examined for defects and repaired as needed. We understand that anydamage to the existing concrete slab as a result of Contractor's activity should be repaired. However, if existing slabs has currentdefecrs (not indicated or identified in the drawings), can Metra provide allowance for slab repair?

R4: The Contractor should bid the scope of work Iisted in the drawings. Unforseen conditions such as damage found in theexisting structural slab will be aMressed as a Change Order as described in Specifications Section 01 25 00.

1

ADDENDUM No. 1

BOWSER-MQRNER, INC.Delivery Address: 453 8 Taylorsville Road a Dayton, Ohio 45424 Mailing Address: P. 0. Box 51 * Dayton, Ohio 4540 ]

AASHTO/ISO 17025 Accredited

LABORATORY REPORT

Report To: Marshalls Landscape HouseAttn: Rory KendrickLowfieldsElland HX5 9HT

Report Date: April 23, 2015Job No.: 169805

Report No.: 7?4897No. of Pages: 4

Report On: Laboratory Analysis of Granite Dimension Stone - Three Sets of Granite DimensionStone - Preliminary Report

On March 17, 2015, three (3) sets of granite dimension stone samples were submitted forlaboratory analysis. Physical testing was performed as specified by the client and in accordance withthe following procedures:

ASTM C 97, "Standard Test Metliods for Absorption and Bulk Specific Gravity ofDimension Stone".

"Standard Test Method for Modulus of Rupture of Dimension Stone".

"Standard Test Method for Compressive Strength of Dimension Stone".

"Standard Test Method for Abrasion Resistance of Stone Subjected to FootTraffic".

ASTM C 880, "Standard Test Method for Flexural Strength of Dimension Stone".ASTM C 1028, "Standard Test Method for Determining the Static Coefficient of Friction of

Ceramics and Other Like Surfaces by the Horizontal Dynamometer Pull-Meter Method".

ASTM C 99,

ASTM C 170,

ASTM C 241,

A final report will be issued upon completion of abrasion resistance and static coefficient offriction testing.

Should you have any questions, or if we may be of turther service, please contact me at(937) 236-8805, extension 235.

Respectfully submitted,

SER-MO] C.

JWF/jwf7?4897

1-File

l- [email protected]

.'FlEtchcr, Vice President.tor of Laboratory Services

Construction Services Division

Ji

.4// Rep0r'ls Relllain Tlle Collfldellllal Pl'opel'fJ OfBOWSER-:VORNER And NO Pllblicrmon Or IMslribulion OJ'Reporls May Be Made TVilhoul Ow' Expvess Wr'rllen Coiisenl.Excepr As Amhorized pv Conrracl. Resulls Conrarned sr This Reporl Are %fleclive Onl,v ql'The ?rems Calibr'ared or Tesred. Unless Orherwise .4greed, Samples Or SpecrrnensWill Be Discal'ded 01' Rellll'lled .41 Bowsel'-.%fol'llel?I Discl'elioll. .L4SHTa'lSO / 702 s .4ccl'edilalioll (Ipplies 0111,!' 70 llle p(Il'alllelel5 illclllded rll BOWSER-MORiVER S ClllTelllscse of'accr'edlrarron. Go ro www.bowser=tqr:ner'.comlaccrediratioiis for revrtws.

Project No. 169804Report No. 714897April23,2015page 2 Pro3ect No. 169804 - Marshalls Landscape House

Laboratory Analysis of Granite Dimension Stone - "G603-4"

ADDENDUM No. 1

l.i

Bowser-Morner, Inc.

Construction Materials Laboratory

Table 1- Laboratory Data & Results iii . ii iiiiiiiC W >a 4fl'l 7 o-i>s Xsar-cgyhbsofit;6fvnuuispecxrxc-,cramfo't,=.m , - , ,,

Specimen Number: l ' 2 3 ASTM C 615 Specification

Width, mches: 2.06 2.07 2.07

Length, iches: 2.00 2.01 2.01

Height, mches: 2.02 2.00 2.01

Oven-Dry Mass, grams 352.5 356.8 358.8

SSD Mass (48 hr soak), grams 353.5 357.7 359.8

Suspended Mass, grams 219.3 222.1 223.6

VVatet Absorption by Weight, %: 0.28 0.25 0.28

Mean Water Absorption, %: 0.27 0.40 max.

Bulk Specific Gravity: 2.627 I 2.631 l 2.634Mean Bulk Specific Gravity: 2.631

Individual Bulk Density, pcf: 163.9 l 164.2 l 164.4Mean Bulk Density, pcf. 164.2 160 min.

cs-JfiMAn';='%ka.'zzk Ja aT'AgmM-cryo:$$estsvesbe$'(re;ftda$erpt;saicMutoH>s *:; sil . i- .:T < *4Speeimen Numberi 4 5 6 7 8 Avemge ASTM C 615 Speci&ation

Width, inches: 2.06 2.08 2.01 2.01 2.04

Lengdi, inches: 2.01 2.01 1.99 ;i.oo 2.01

Height, iches: 2.00 2.02 2.06 2.07 2.02

Area, square iches: 4.14 4.18 4.00 4.02 4.10

Total Load, lbs: 88,220 95,700 122,100 131,600 81,400

Compressive Strength, psi: 21,300 22,900 30,500 32,700 19,900 25,460 19,000 min.

d' -;';" :'n ,-5',;)'!46g$'ci26;eomp,essive6tr4bHbeamit,,prrpeny4utarizrt)r : )t#+ {12 13 Avetage ASTM C 615 Specification'Specimen Numberi 9 10 11

Width, inches: 2.08 2.05 2.04 2.07 2.01

Length, mCheS: 2.02 2.03 2.03 2.01 2.01

Height, inches: 2.08 2.00 2.00 2.00 2.07

Area. sauare inches: 4.20 4.16 4.14 4.16 4.O4

Total Load, lbs: 111,600 61,200 93,500 52,600 91,900


;'r -l.%'e' J: '!M *t !fAF;Tg!:(f99Modulu!o'fRii{itureJestedDryigerpen&cularto-R}ftl- ,v x- , a x-t-,i,eiSpecmen Number: 14 15 16 17 18 Average

Length, mches: 8.00 7.99 7.99 8.03 7.99

Width. inches: 4.02 4.02 4.03 3.99 4.04

Thickness, tnches: 2.23 2.25 2.24 2.23 2.23

Span Length, inches: 7.00 7.00 7.00 7.00 7.00

Applied Load, lbs: 4,330 4,290 5,050 4,610 4,970

Modulus of Rupture, psi: 2,270 2J10 2,620 2,440 2,610 2,430 1,500 m;.az 'Jl o*:s' "t" o * s:&' -WA!3TM,G9!HModulurofRus',(TestedWAP*;:riiendicular(t6:Riftl"a% a-4 J% , a- ,y; , ,Specimai Number: 19 20 21 22 23 Average ASTM C 615 Specification

Length, inches: 7.98 7.98 7.98 8.00 s.oo

Width. mches: 4.02 4.03 4.04 4.05 4.03

Thickness. inches: 2.24 2.24 2.25 2.25 2.25

Span Length, inches: 7.00 7.00 7.00 'i.oo 7.00

Applied Load, lbs: 4,980 ' 5,610 4,780 4,770 4,150

Modulus of Ruphire, psi: 2,590 2,910 2,450 2,440 2,140 2,510 1,500 min.

Za ffffl : , .y.( '-sASFlCl@:F'lemrsilStre'ngai(TeftfdDr5i;]['erpendiauiartoRlQj .w 4% o. a - t;Specimen Number: 24 25 26 27 28 Average ASTM C 615 Specification

Length, inches: 15.00 15.00 15.00 15.01 15.00

Width, inches: 4.03 4.02 4.03 4.03 4.03


Span Laigdi, inches: 12.50 12.50 12.50 12.50 12.50

Applied Load, lbs: 770 1,230 1,180 1,200 1,160

Flexural Strengdi, psi: 1,090 1,780 1,840 1,910 1,780 1,680 1,200 min.

%. :af 't! ' a*-'e" AISTMC880'FlixucalStren:n(TatedWet,PerjindiculartoRrft) " a = .Specimen Number: 29 30 31 32 33 ' Avemge ASTM C 615 Specifica(ion

Length, inches: 15.00 15.00 15.01 15.02 ts.oo

Width. inches: 4.03 4.02 4.02 4.03 4.02

aThickness. inches: 1.23 1.24 1.25 l .25 1.28

Span Lengdi, inches: 12.50 12.50 12.50 12.50 12.50

Applied Load, lbs: 800 860 850 680 620

Flexural Shength, psi: 1,230 1,300 1,270 1,010 -880 1,140 1,200 min.

a ';.'a" " -' ,! t'A!iTMC1028StaticCo*fficientofFrichon(TestedDryandWet) 'v ' Specimen Number: 34 35 ' ADAHandbookEEOC-BK-lAppendixB,A4.5:Textme ID: "flamed surface" "fine picked surface WalkingSuffaces: 0.5min.

AcccssibleRoutes: 0.6min.

Ramps: 0.8min.Dry (FD) TBD TBD

Wet(FW) TBD TBD

v ']': '! ;a%a> $'- ASTMiC241Ab}asxonResistance :a a ' . - J ,SpecirnenlD: '-a'j' 36j" 37 l 38 l Avetay3e l ASTMC568SpecificationAbrasionResistancm:% l TBD l TBD I TBD 'l TBD l 25min.

Project No. 169804Reporl No. 714897April23,2015page 3 Project No. 169804 - Marshalls Landscape House

Laboratory Analysis of Granite Dimension Stone - "G654"

ADDENDUM No. 1

l

Bowser-Morner, Inc.

Construction Materials Laboratory

Table 2 - Laboratory Data & Results)a' - ) " (J!- 7ii , ,%,a"a' "hs'rHAcig7 Absorpti6n & Bulk,Specific 6ra*ty . z o srs J- %Specimen Number: l 2 3 ASTM C 615 SpecificationWidth, inches: 2.03 2.02 2.03

Lengdi, inches: 2.02 2.02 2.03

Height, inches: 2.10 2.09 2.10

Oven-Dry Mass, grams 391.9 389.5 388.9


Suspended Mass, gams 252.3 251.0 250.1

Water Absorption by Weight, %: 0.05 0.08 0.05

Memi W'ater aAbsorption, 9'o: 0.06 0.40 max.

Bulk Specific (3rffvity: 2.803 I 2.806 l 2.798Mean Bulk Specific Gravity: 2.802

Individual Bulk Density, pcf: 174.9 l 175.1 l 174.6Mean Bulk Density, pcf: 174.9 160 min.

T,, -'fA1'm- '! 'JA y-t -y;i-;{S'ru4ai5'compressiv8rstiagth.crt'steanry,perpenaiculartoairo,.a> a,a'Q o ., -Specimen Number: 4 5 6 7 8 Avemge ASTM C 615 SpecificationWidth, inches: 2.01 2.02 2.02 2.02 2.08

Length, mches: 1.98 2.01 2.02 2.01 2.02

Height, inches: 2.09 2.08 2.09 2.12 2.03

Area, sguare jB(56g; 3.98 4.06 4.08 4.06 4.20

Total Load, Tos: 120,100 126,000 134,600 117,900 122,200


' - Yi' b )r- 7" A7'3MC170,(Jmptesmn'4H%;gdi-(Te'Ned"WeA'PitappndtculartoRift)': %ii% '-Specimen Number: 9 10 11 12 13 Average ASTM C 615 Specification

Width, inches: 2.09 2.10 2.12 2.10 2.00

Lengdi, inches: 2.01 2.01 2.02 2.02 2.02

Height, inches: 2.02 2.02 2.02 2.02 2.09

Area, square inches: 4.20 4.22 4.28 4.24 4.04

Total Load, lbs: 118,100 107,000 109,100 108,900 93,700

Compressive Stren@h, psi: 28,100 25,400 25,500 25,700 23,200 25,580 19,000 min.

4"9Fi !J %4 ' 4 ' qi.-XSTMC99!llodu%sofRupt;;e(Testedi)r) ,PeYj!'nfficulartoJkift7". - ' ! ,a'- #Specimen Number: 14 15 16 17 18 Average ASTM C bss Specification

Laigth, mches: 7.99 7.99 8.01 7.99 8.01

Widih. mches: 4.02 4.02 4.01 4.02 4.02

Thickness, inches: 2.28 2.27 2.26 228 2.27


Apphed Load, lbs: 6,640 6,270 6,340 6,350 6,480

Modulus of Rupmre, psi: 3,340 3,180 3,250 3,190 3,280 3,250 1,500 min. ii., 4,%-,%@ ,fa.a. '-,;>A!krm-t-ggJokiuius-o(BuiG'e(restedWet,'perpenaicuiarto;girt) M..,.,,,aopy ..a a=

Specimen Number: 19 20 21 22 23 Average ASTM C 615 Specification

Length, mches: 7.99 8.00 7.99 7.99 7.98

Width. inches: 4.02 4.01 4.02 4.00 4.02

Thickness. 'mchcs: 2.27 2.27 2.28 2.27 2.27

Span Lengdi, jnches: 7.00 7.00 7.00 7.00 7.00

Applied Load, lbs: 6,710 6,290 6,670 6,950 6,780

Modulus of Ruphu'e, psi: 3,400 3,200 3,350 3,540 3,440 3,390 1,500 min.

oa '4/'3 d <:-s?i" : r 7sJM'c880Flemr'alSmngtbo'ateanry,PerpenaicdlartOuift)'-:: r+ rh',- ,-Specimen Numberi 24 25 26 27 28 Average ASTM C 615 Specification

Length, inches: 14.98 15.01 15.00 14.98 14.95

Width. inches: 4.02 4.01 4.00 4.00 4.01


Span Length, mhes: 12.50 12.50 12.50 12.50 12.50

Applied Load, lbs: 2,270 2,410 2,310 1,350 2,220

Flexural Shength, psi: ' 2,780 ' 3,090 2,800 1,610 2,730 2,600 1,200 min.

o 'W;4h <r .. ":k y !:ia'; Q <.r -*y uarutssoyiexuraistrengai(resteawet,perpenaicutartouirt?' - aa a o a .Specimen Number: 29 30 31 32 33 Average ASTM C 615 Specification

Length, inches: 15.01 15.02 15.02 15.00 15.01

Width. inches: 4.02 4.01 4.02 4.03 4.01

Thickness. inches: 1.39 1.35 1.38 1.39 l .39

Span Length, incheg: 12.50 12.50 12.50 12.50 12.50

Applied Load, lbs: 2,130 2,370 1,970 2,190 2,000

Fiexui'al Strength, psi: 2,570 3,040 2,410 2,640 2,420 ?/))0 1,200 nnin.

ot!-' -' % x" .o, " ,a gTMCl028StaticCoefficieJofFriction(TestedDry'andWet) " ,Specimen Numberi 34 35 ADA Handbook EEOC-BK-lAppendix B, A4.5:Texmre rD: "flmned surface" 'Fme picked surface" WalkingSurfaces: 0.5min.

AccessibleRoutes: 0.6min.

0.8 min.Ramps: . .Dry (FD) TBD TBD

Wet(FW) TBD TBD

" " % 'a - k '%! , bi" ' i ", - ASTM(j41AbrasxonReSistanceSpecimenID;'a 'ai ' ;a' i 37 i i 38 l Avemgc i ASTMC568SpecificationAbrasionResistmice,% I TBD I TBD l i TBD l TBD ....l 25min.

ADDENDUM No. 1ProJect No. 189804Report No. 714897April23,2015page4 Project No. 169804 - Marshalls Landscape House

Laboratory Analysis of Granite Dimension Stone - "G684"

lI

l

Iil

Bowser-Morner, Inc.Construction Materials Laboratory

ll

Table 3 - Laborhtory Data & Results':' N ' :F'e - %{F % ..x *.,A!iTM;C37Ahsa%qq!&;BulkSpecxficGravityz 'a 4i y -.a 'a

Specimen Numberi l 2 3 ASTM C 615 Specification

Widd+, mches: 2.04 2.04 2.04

Length, inches: 2.04 2.03 2.03

Height, inches: 2.07 2.00 2.05

Oveii-Dry Mus, grams 419.6 400.2 417.3


Suspended Mass, grams 280.2 266.0 279.5

Watex Absorption by Weight, %: 0.05 0.07 0.02

Memi Water Absorption, %: 0.05 0.40 max.

Bulk Specific Gravity: 3.006 l 2.975 I 3.026Mean Buik Specific Gmvity: 3.002

Individual Bulk Density, pcf: 187.6 I 185.7 l 188i8Memi Bulk Density, pcf. {87.4 160 min.

t- !][) !) kl ' %j;-b J('! muJWl'70.C4Qt46'enM(14&d-D#,erpen(uClllalllta,'Riff) q:4!* {, a ffiSpecimen Number: 4 5 6 7 8 Avetngc ASTM C 615 SpecificationWidth. inches: 1.97 2.04 2.01 2.04 1.98

Lengdi, mches: 1.95 2.00 1.99 2.01 1.98

Height, inches: 2.03 2.03 1.95 1.99 2.00

kre;, square inches: 3.84 4.08 4.00 4.10 3.92

Total Load, }bs: 152,100 134,800 156,500 141,300 106,100

Compressive Strengdi, psi: 39,600 33,000 39,100 34,500 27,100 34,660 19,'000 min.z A 't :J h '. , ':.,, '$sQt'ilocomp7*ls'ig(s'treffigQ-(:ldiea*et,yeyenaicutartouiri),zm . . ,SpeeimenNumberf ' 9 ' 10 11 2 13 Average ASTM C 6]5 Specification

Width. mches: 1.99 2.03 2.04 2.04 2.03

Length, inches: 1.98 2.02 2.04 2.03 1.98

Height, inches: 2.02 1.99 2.05 1.97 2.03

Area, square inches: 3.94 4.10 4.16 4.14 4.02

Total Load, lbs: 127,000 114,700 77,300 ' 63,200 141,600

Compressive Straigth, psi: 32,200 28,000 18,600 15,300 35,200 25,860 19,000 min.

4,:h< . ys - ,aa:a ::, sW-Asgg,uoauiusbrnapmre(tistea;nry,perp,enaiciiiariosrt)o h yy-': .staa z "Specimen Nurnber: ' 14 15 16 17 18 Average ASTM C 615 Specification

Lengdi, inches: 8.07 8.05 8.05 8.04 8.02

Width. mches: 4.04 4.04 4.04 4.04 4.04

Thickness, inches: 2.28 2.29 2.29 2.30 2.28


Applied Load, lbs: 7,930 8,040 8,190 7,960 8,480

Modulus of Rupture, psi: 3,960 3,980 4,060 3,910 4,240 4,030 . . iiii 4.,soo m{n.Wl , &5,'+i %,"-4 -a'7QG99Q4qdi;16sofRq%!(%te'd,W;lPer@endicula}toffit) ',lj,%, .-;, . - a -'

Specimen Numberi 19 20 21 22 23 Avemge ASTM C 615 Specification

Lengdi, inches: 8.06 7.97 7.97 8.05 8.03

Width. iches: 4.04 4.08 4.05 4.O4 4.04

Thickness. mches: 2.29 2.25 2.26 2.30 2.31

Span Lengdi, mches: 7.00 7.00 7.00 7.00 7.00

Applied Load, lbs: 7,510 7,880 7,900 7,010 7,590

Modulus of Rupture, psi: 3,720 4,010 4,010 3,440 3,700 3,780 1,500 min.!J -a *<':'? % .: 'y-:e::';} !! ASTM;G(88o-Fl<xtiralStrength(restedDry,Perpentheulaj,,to.ffifi) - -', -lx'y - ) -ysSpecimen Numberi 24 25 26 27 28 Avemge ASTM C 615 Specification

Length, inches: 14.99 15.00 15.01 15.00 15.00

Width, inches: 4.02 4.05 4.03 4.05 4.04

Thickness, inches: 1.25 1.28 1.21 1.31 1.23

Span Laigth, inches: 12.50 12.50 12.50 12.50 12.50

Apphed Load, lbs: 2,660 2,470 2,380 1,960 2,670

Flexural Strengdi, psi: 3,970 3,490 3,780 2,640 4,100 3,600 1,200 min.

' Q-ao 't-* ' a %; 'F ASTMC880plAesil-Strengtbi,(TestedWet,Perpendicular't6Rift) 1, .,Specimen Number: 29 30 31 32 33 Asterage ASTM C 615 Specification

Length, inCheS: 15.00 15.00 is.oo 14.99 15.00

Width. 'mcheg: 4.04 4.03 4.04 4.04 4.05

Thickness, mches: 1.24 1.22 1.24 1.24 1 .24

Span Lengdi, inches: 12.50 12.50 12.50 12.50 12.50

Applied Load, lbs: 2,160 2,070 2,210 2,280 2,660

Fiexiu'al Slrength, psi: 3,260 3,240 3,340 3,440 4,000 3,460 1,200 niin.

*.xal---'ao;'- "!'-.ASTMC1028Stahctoefficie6torFrichon(TestedDry'andWet) o ' aSpecimen Numberi 34 35 ADA Handbook EEOC-BK-lAppendix B, A4.5:

Texture ID: "flamed s'urface" "fine picked smface WalkingSiufaces: 0.5min.Accessib}eRoutes: 0.6min.

Ramps: i. 0.8min.Dry (FD) TBD TBD

Wet (FW) TBD TBD

v-= '!a4'#' t a':!')t"j.s"e. .. "x,*A lt-ASTMC241AbrasionResistance 'M." ' ,SpecimenlD: " ' j 36 i 37 l 38 l Average l ASTMC568SpecificationAbmsionResistance,% i TBD i TBD I TBD l TBD l 25min.

ADDENDUM No. 1IFB 39239

REVISED EXHIBIT V

U.S. Department of Labor Wage Determinations

General Decision Number: IL170009 07/07/2017 IL9

Superseded General Decision Number: IL20160009

State: Illinois

Construction Types: Building, Heavy, Highway and Residential

County: Cook County in Illinois.

BUILDING, RESIDENTIAL, HEAVY, AND HIGHWAY PROJECTS (does notinclude landscape pro5ects) .

Note: Under Executive Order (EO) 13658, an hourly minimum wageof S10.20 for calendar year 2017 applies to all contractssubject to the Davis-Bacon Act for which the contract isawarded (and any solicitation was issued) on or after January1, 2015. If this contract is covered by the EO, the contractormust pay all workers in any classification listed on this waqedetermination at least S10.20 (or the applicable wage ratelisted on this wage determination, if it is higher) for allhours spent performing on the contract in calendar year 2017.The EO minimum wage rate will be adjusted annually. Additionalinformation on contractor requirements and worker protectionsunder the EO is available at www.dol.gov/whd/govcontracts.

Modification Number

o

I

2

3

4

s

6

7

8

9

10

11

Publication Date

01/06/201701/13/2017

01/27/201702/24/201704/07/2017

04/28/201705/05/2017

06/02/2017

06/09/2017

06/23/2017

06/30/2017

07/07/2017

ASBEOO17-001 06/01/2015

Rates Frinqes

ASBESTOS WORKER/INSULATOR

Includes the applicationof all insulating

1


REVISED EXHIBIT V

materials, protectivecoverings, coatings, andfinishes to all types ofmechanical systems..........'q 48.45

Fire Stop Technician.............§ 38.76HAZARDOUS MATERIAL HANDLER

includes preparation,wetting, stripping removalscrappingi vacuuming,bagging and disposal ofall insulation materials,whether they containasbestos or not, frommechanical systems...........9 36.34 23.15

BOILOOOI-001 05/01/2017

24.35

23.15

Rates Frinqes

BOILERMAKER......................!? 46.18 29.58

BRILOO21-001 06/01/2016

Rates Fringes

BRICKLAYER.......................S 44.88 26.62

BRILOO21-004 06/01/2017

Rates Friruges

Marble Mason.....................!;i 44.63 26.83

BRILOO21-006 06/01/2017

Rates Fringes

TERRAZZO WORKER/SETTER.,.........!? 44.38 25.14

TILE FINISHER....................S 38.56 22.10

TILE SETTER......................S 45.49 24 . 91

BRILOO21-009 06/01/2017

Rates Fringes

MARBLE FINISHER..................S 33.95 26.03

BRILOO21-012 06/01/2017

Rates Fringes

Pointer, cleaner and caulker.....§ 45.42 24.06

CARPO555-001 06/01/2017

2

ADDENDUM No. 1

IFB 39239

REVISED EXHIBIT V

BUILDING, HEAVY, AND HIGHWAY

Rates Fririqes

CARPENTER

Carpenter, Lather,Millwright, Piledriver,and Soft Floor LayerBuilding...................!9 46.35 31.29

Heavy & Highway.............9 46.35 31.31

CARPO555-002 10/01/2016

RESIDENTIAL CONSTRUCTION

Rates Fringes

CARPENTER........................S 36.11 30 . 02

ELECOOO9-003 06/04/2017

Rates Frinrges

Line Construction

Groundrnan...................S 39.39

Lineman and EquipmentOperator....................S 50.50 61.37%

ELECO134-001 06/05/2017

61.37%

Rates Fringes

ELECTRICIAN......................S 47.40 32.61

ELECO134-003 06/05/2017

Rates Frinqes

ELECTRICIAN

ELECTRICAL TECHNICIAN.......S 43.10 23.95

The work shall consist of the installation, operation,inspection, maintenance, repair and service of radio,television, recording, voice sound vision production andreproduction, telephone and telephone interconnect,facsimile, data appatatus, coaxial, fibre optic andwireless equipment, appliances and sys=t-eros used for thetransmission and reception of signals of any nature,business, domes'tic, commercial, education, entertainmentand residential purposes, including but not limited tocornrnunication and telephone, electronic and soundequipment, fibre optic and data cormnunication systems,the performance of any task directly related to suchinstallation or service whether at new or existing sites,such tasks to include the placing of wire and cable and

and

3


REVISED EXHIBIT V

electrical power conduit or other raceway work within theequipment room and pulling wire and/or cable throughconduit and the installation of any incidential conduit.

ELEVOOO2-001 01/01/2017

Rates Fringes

ELEVATOR MECHANIC................S 53.18 31 .585+a+b

FOOTNOTES :

a) PAID HOLIDAYS: New Year's Day; Memorial Day; IndependenceDay; Labor Day; Thanksgiving Day; Day after ThanksgivingDay; Veterans' Day and Christmas Day.

b) Employer contributes 8% of reqular hourly rate as vacationpay credit for employee with more than s years of service,and 6% for employee with less than s years service

* ENGIO150-006 06/01/2016

Building and Residential Construction

Rates Fringes

OPERATOR: Power EquipmentGROUP 1....................S

GROUP 2....................!?

GROUP 3....................S

GROUP 4....................S

49.10

47.80

45.25

43.50

34.85

34.85

34.85

34.85

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Mechanic; Asphalt Plant"; Asphalt Spreader;Autograde'; Backhoes with Caisson attachment":Batch Plant*;Benoto(Requires two Engineers) ; Boiler and Throttle Valve;Caisson Riqs"; Central Redi-Mix Plant*; Combination BackhoeFront Endloader Machine; Compressor and Throttle Valve;Concrete Breaker (Truck Mounted)*; Concrete Conveyor;Concrete Conveyor, Truck Mounted; Concrete Paver over 27Ecu. ft.*; Concrete Paver 27E cu ft and Under*; Concrete

Placer"; Concrete Placing Boom; Concrete Pump (TruckMounted); Concrete Tower; Cranes'; Cranes, Hamrnerhead";Cranes, (GCI and similar type Requires two operators only) ;Creter Crane; Crusher, Stone, elc; Derricks; Derricks,

Traveling"; Formless Curb and Gutter Machine"; Grader,Elevating; Grouting Machines; Highlift Shovels or FrontEndloader 2 1/4 yd. and over; Hoists, Elevators, OutsideType Rack and pinion and similar Machines; Hoists, One,Two, and Three Drum; Hoists, Two Tuqqer One Floor;Hydraulic Backhoes*; Hydraulic Boom Trucks; Hydraulic Vac(and similar equipment);Locomotives; Motor Patrol"; Pile

4


REVISED EXHIBIT V

Drivers amd Skid Rig'; Post Hole Diqqer; Pre- StressMachine; Pump Cretes Dual Ram(Requiring frequentLubrication and Water) ; Pump Cretes; Squeeze Cretes-ScrewType Pumps Gypsum Bulker and Pump; Raised and Blind HoleDrill'; Roto Mill Grinder (36" and Over')*; Roto MillGrinder (Less Than 3(5tJ*; Scoops-Tractor Drawn; Slip-FormPaver"; Straddle Bwgqies; Tournapull; Tractor with Boom,and Side Boom; and Trenching Machines".

GROUP 2: Bobcat (over 3/4 cu yd); Boilers; Broom, PowerPropelled; Bulldozers; Concrete Mixer (Two Bag and over) ;Conveyor, Portable; Forklift Trucks; Greaser Engineer;Highlift Shovels or Front End loaders under 2 1/4 cu yd;Aotomatic Hoists, Hoists, Inside Elevators; Hoists, SewerDragging Machine; Hoists, Tugger Single Drum; Laser Screed;Rock Drill (Self-Propelled); Rock Drill (Truck Mounted)*;Rollers; Steam Generators; Tractors; Tractor DrawnVibratory Roller (Receives an additional !?.50 per hour) ;Winch Trucks with "A" Frame.

GROUP 3: Air Compressor-Small 250 and Under (1 to s not toexceed a total of 300 ft) ; Air Compressor-Iiarqe over 250;Combination-Small Equipment Operator; Generator- Small 50kw and under; Generator-Large over 50 kw; Heaters,Mechanical; Hoists, Inside Elevators (Remodeling orRenovatin work) ; Hydrualic Power Units (Pile Driving,Extracting, and Drilling); Low Boys; Pumps Over 3" (1 To 3not to exceed a total of 300 ft) ; Pumps, Well Points;Welding Machines (2 through 5) ; Winches, 4 Small ElectricDrill Winches; Bobcat (up to and including 3/4 cu yd)

- Bobcats and/or other Skid Steer Loaders; BrickOilers

GROUP 4

Forklifts ;

'-Requires Oiler

* ENGIO150-025 06/01/2016

Heavy and Highway Construction

Rates Frinqes

OPERATOR: Power EquipmentGROUP 1.....................S

GROUP 2.....................S

GROUP 3.....................e

GROUP 4.....................S

GROUP 5.....................!?

47.30

46.75

44.70

43.30

42.10

34.85

34.85

34.85

34.85

34 . 85

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Asphalt Plant*; Asphalt Heater and Planercombination; Asphalt Heater '3carfire", Asphalt Spreader;Autograder/ GOMACO or similar; ABG Paver", Backhoes with

s


REVISED EXHIBIT V

Caisson attachment*, Ballast Regulator, Belt Loader";Caisson Rigs*Car Dumper, Central Redi-Mix Plant",Combination Backhoe; Front End Loade'r Machine (1 cu yd orover Backhoe bucket or with attachments) ; Concrete Breaker(truck mounted) ; Concrete Conveyor; Concrete Paver over 27Ecu ft'; Concrete Placer"; Concrete Tube Float; Cranes, allattachments*; Cranes, Harnrnerhead, Linden, Peco and machinesof a like nature"; Creter Crane; Crusher, stone; AllDerricks; Derrick Boats; Derricks, traveling*; DowellMachine with Air Compressor (!91.00 above Class 1) ;Dredges'; Field Mechanic Welder; Formless Curb and GutterMachine'; Gradall and machines of a like nature"; Grader,Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol,Form Grader, Pull Grader, Subgrader; Guard Rail Post Drivermounted'; Hoists, one, two, and three Drum; HydraulicBackhoes'; Backhoes with Shear attachments'; MuckingMachine; Pile Drivers and Skid ]Riq"; Pre-8tress Machine;Pump Cre'tes Dual Ram (requires frequent lubrication andwater)*; Rock Drill- Crawler or Skid Riq*; Rock Drill truckmounted*; Rock/ Track Tamper; Roto Mill Grinder, (36" andover}*; Slip-Form Paver*; Soil Test Drill Rig, truckmounted'; Straddle Buqqies; Hydraulic Telescoping Form(tunnel) ; Tractor Drawn Belt Loader*; Tractor Drawn BeltLoader with attached Pusher (two engineers) ; Tractor withboom; Tractaire with attachment; Traffic Barrier TransferMachine*; Trenching Machine; Truck Mounted Concrete Pumpwith boom*; Underground Boring and/or Mining Machines s ftin diameter and over tunnel, etc.*; Wheel E,xcavator' &Widener (Apsco) ; Raised or Blind Hoe Drill, Tunnel & Shaft"

GROUP 2: Batch Plant*; Bituminous Mixer; Boiler and ThrottleValve; Bulldozer; Car Loader Trailing Conveyors;Combination Backkhoe Front End Loader Machine, (less than 1

cu yd Backhoe Bucket with attachments) ; Compressor andThrottle Valve; Compressor, common receiver (3); ConcreteBreaker or Hydro Harnrner; Concrete Grinding Machine;Concrete Mixer or Paver 7S series to and including 27 cuft; Concrete Spreader; Concrete Curing Machine; BurlapMachine; Belting Machine and Sealing Machine; ConcreteWheel Saw; Conveyor Muck Cars (Haglund or similar type);Drills (all); Finishing Machine-Concrete; Greaser Engineer;Highlift Shovels or Front End Loader; Hoist- 8ewer DraggingMachine; Hydraulic Boom Trucks, all attachments;Hydro-Blaster (requires two operators); Laser Screed';Locomotives, Dinky; Off-Road Hauling Units (includingarticulating); Pump Cretes; Squeeze Cretes-Screw Typepumps, Gypsum Bulker and Pump; Roller Asphalt; Rotary SnowPlows; Rototiller, Seaman, self-Propelled; Scoops-TractorDrawn; Self- propelled Compactor; Spreader-Chip-Stone;Scraper; Scraper-Prime Mover in Tandem reqardless of size(add S1.OO to Group 2 hourly rate for each hour and foreach machine attached thereto add S1.O0 to Group 2 hourlyrate for each hour) ; Tank Car Heater; Tractors, Push,pulling Sheeps Foot, Disc, or Compactor, etc; Tug Boats

6


REVISED EXH?BIT V

GROUP 3: Boilers; Brooms, all power propelled; Cement SupplyTender; Compressor, Comrnon Receiver (2) ; Concrete Mixer,two bag and over; Conveyor, Portable; Farm type Tractorsused for mowing, seeding, etc; Fireman on Boilers; ForkliftTrucks; Grouting Machines; Hoisf?s, Automatic; Hoists, allElevators; Hoists, Tuqqer single Drum; Jeep Diqqers; LowBoys; Pipe Jacking Machines; Post-hole Diigqer; Power Saw,Concrete, Power Driven; Pug Mills; Rollers, other thanasphalt; Seed and Straw Blower; Steam Generators; StumpMachine; Winch Trucks with A-Frame; Work Boats; Tamper-Formmotor driven

GROUP 4: Air compressor - Small 250 and under (1 to s not toexceed a total of 300 ft) ; Air Compressor - Large over 250;Combination - Small Equipment Operator; Directional BoringMachine; Generators - Small 50 kw and under; Generators -Large , over 50 kw; Heaters, Mechanical; Hydraulic powerunit (Pile Driving, Extracting or Drilling) ; Light Plants(1 to 5) ; Pumps, over 3" (1 to 3, not to exceed a total of300 ft); Pumps, Well Points; Tractaire; Welding Machines (2through 5) ; Winches, 4 small electric drill winches;

GROUP 5i Bobcats (All); Brick Forklifts; Oilers; DirectionalBoring

'Requires Oiler

IRONOOOI-026 06/01/2016

Rates Fringes

IRONWORKER

Sheeter.....................!9 46.45 36.28

Structural and Reinforcing..!;i 46.20 36.28

IRONOO63-001 06/01/2015

Rates Friru:)es

IRONWORKER, ORNAMENTAL...........!;i 45.00 32.14

IRONOO63-002 06/01/2015

Rates Friruges

IRONWORKER

Fence Erector...............'q 37.34 25.41

IRONO136-001 07/01/2016

Rates Fringes

IRONWORKER

Machinery Movers; Rigqers;

7


REVISED EXHIBIT V

Macinery E,rect.ors...........e 40.00 31.76

Master Riggers..............e 42.50 31.76

LABOOOO2-006 06/01/2016

Rates Fringes

LABORER (BUILDING &RESIDENTIAL)

GROUP 1....................S 40.20GROUP 2....................S 40.20GROUP 3....................S 40.28GROUP 4....................S 40.30GROUP 5....................!> 40.40GROUP 6....................!9 40.40GROUP 7....................S 40.43GROUP 8....................S 40.53GROUP g....................S 40.55GROUP 10....................S 40.75GROUP 11....................S 40.78GROUP 12....................!€ 40.40

26.30

26.30

26.30

26.30

26.30

26.30

26.30

26.30

26.30

26.30

26.30

26.30

LABORER CLASSIFICATIONS

GROUP 1: Building Laborers; Plasterer Tenders; Pumps forDewatering; and other unclassified laborers.

GROUP 2: Fireproofing and Fire Shop laborers.

GROUP 3: Cement Gun.

GROUP 4: Chimney over 40 ft.; Scaffold Laborers.

GROUP s: Cement Gun Nozzle Laborers (Gunite); Windlass andcapstan person.

GROUP 6: Stone Derric?anen & Handlers.

GROUP 7: Jackharmnermen; Power driven concrete saws; andother power tools.

GROUP 8: Firebrick & Boiler Laborers.

GROUP 9: Chimney on fire brick; Caisson diggers; & WellPoint System men.

GROUP 10: Boiler Setter Plastic Laborers.

GROUP 11: Jackharnmermen on fire brick work only.

GROUP 12: Dosimeter use (any device) monitoring nuclearexposure') ; Asbestos Abatement Laborer; Toxic and HazardousWaste Removal Laborers.

8

ADDENDUM No. 1

IFB 39239

REVISED EXHIBIT V

LABOOOO2-007 06/01/2016

Rates Frinqes

LABORER (HEAVY & HIGHWAY)GROUP 1.....................S 40.20

GROUP 2.....................S 40.28

GROUP 3.....................S 40.40

GROUP 4.....................S 40.43

GROUP 5.....................S 40.40

26.30

26.30

26.30

26.30

26.30


GROUP 1: Comrnon laborer; Tenders; Material expeditor(asphalt plant); Street paving, Grade separation, sidewalk,curb & gutter, strippers & All laborers not otherwisementioned

GROUP 2: Ashpalt tampers & smoothers; Cement gun laborers

GROUP 3: Cement Gun Nozzle (laborers), Gunite

GROUP 4: Rakers, Lutemen; Machine-Screwmen; Kettlemen;Mixermen; Drun-men; Jackharmnermen (asphalt); Paintmen;Mitre box spreaders; Laborers on birch, overman and similarspreader equipment; Laborers on APSCO; Laborers on aircompressor; Paving Form Setter; Jackharnmermen (concrete) ;Power drive concrete saws; other power tools.

GROUP s: Asbestos Abatement Iiaborers; Toxic and Hazardous

Waste Removal Laborers, Dosimeter (any device) monitoringnuclear exposure

LABOOOO2-008 06/01/2016

Rates Fringes

LABORER (Compressed Air)O - 15 POUNDS...............e 41.20

16 - 20 POUNDS..............e 41.70

21 - 26 POUNDS..............S 42.20

27 - 33 POUNDS..............!? 43.20

34 - AND OVER...............S 44.20

LABORER (Tunnel and Sewer)GROUP 1.....................3 40.20

GROUP 2.....................e 40.33

GROUP 3.....................S 40.43

GROUP 4.....................S 40.55

GROUP 5.....................!e 40.20

26.30

26.30

26.30

26.30

26.30

26.30

26.30

26.30

26.30

26.30

LABORER CLASSIFICATIONS (TUNNEL)

GROUP 1: Cage tenders; Dumpmen; Flagmen; Signalmen; Toplaborers

9

ADDENDUM No. 1

IFB 39239

REVISED EXHIBIT V

GROUP 2: Air hoist operator; Key board operator; concretelaborer; Grou3 Lock tenders (Free Air Side) ; Steelsetters; Tuqqers; Switchmen; Car pusher

GROUP 3: Concrete repairmen; Lock tenders (pressure side) ;Mortar men; Muckers; Grout machine opera'tors; Track layers

GROUP 4: Air trac drill operator; Miner; Bricklayer tenders;Concrete blower operator; Drillers; Dynamiters; Erectoroperator; Form men; Jackhamrnermen; Powerpac; Mining machineoperators; Mucking machine operator; Laser beam operator;Liner plate and rinq se't'ters; Shield drivers; Power knifeoperator; Welder- burners; Pipe jacking machine operator;skinners; Maintenance technician

GROUP s: Asbestos abatement laborer; Toxic and hazardous

waste removal laborer; Dosimeter (any device) monitoringnuclear exposure

LABORER CLASSIFICATIONS (SEWER)

GROUP 1: Signalmen; Top laborers and All other laborers

GROUP 2: Concrete laborers and Steel setters

GROUP 3: Cement carriers; Cement mixers; Concrete repairmen;Mortar men; Scaffold men; Second Bottom men

GROUP 4: Air trac drill operator; Bottom men;Bracers-bracing; Bricklayer tenders; Catch basin diqqers;Drainlayers; dynamiters; Form men; Jackharnmermen; Powerpac;Pipelayers; IRodders; Welder-burners; Well point systems men

GROUP s: Asbestos abatement laborer, Toxic and hazardouswaste removal laborer; Dosimeter (any device) monitoringnuclear exposure

LABOO225-001 06/01/2016

Rates Fririqes

LABORER (DEMOLITION/WRECKING)GROUP 1.....................!? 35.00

GROUP 2.....................S 40.40

GROUP 3.....................!? 40.40

26.30

26.30

26.30


GROUP 1 - Complete Demolition

GROUP 2 - Interior Wrecking and Strip Out Work

GROUP 3 - Asbestos Work with Complete Demolition/Wrecking or

'io


REVISED EXHIB?T V

Strip Out Work

PAINOO14-001 06/01/2016

Rates Fringes

PAINTER (including taper) ........e 44.55 26.09

* PAINOO27-001 06/01/2017

Rates Fringes

GLAZIER..........................S 42.45 34.18

PLASOOO5-002 07/01/2015

Rates Fringes

PLASTERER........................S 42.25 26.65

PLASO502-001 06/01/2017

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...!> 44.25 32.18

PLUMO130-001 06/01/2017

Rates Fringes

PLUMBER..........................!> 49.25 28.97

PLUMO597-002 06/01/2017

Rates Fringes

PIPEFITTER.......................!', 47.50 30.02

ROOFOOI?-001 06/01/2017

Rates Fringes

ROOFER...........................!; 42.30 21.80

SFILO281-001 01/01/2017

Rates Frinqes

SPRINKLER FITTER.................S 47.05 25.60

SHEEOO73-001 06/01/2011

Rates Friruges

11


REVISED EXHIBIT V

Sheet Metal Worker...............S 40.56 27.23

SHEEOO73-002 06/01/2011

Rates Frinqes

Sheet Metal Worker

ALUMINUM GUTTER WORK........S 27.63 27.23

TEAMO731-001 06/01/2016

COOK COUNTY - HEAVY AND HIGHWAY

Rates Fringes

TRUCK DRIVER

2 or 3 Axles................S 35.604 Axles.....................S 35.85s Axles.....................S 36.056 Axles.....................S 36.25

20.06

20.06

20.06

20.06

FOOTNOTES :

A. Paid Holidays: New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day, andChristmas Day.

B. 900 straight time hours or more in 1 calendar year forthe same employer shall receive 1 week paid vacation; 3years - 2 weeks paid vacation; 10 years - 3 weeks paidvacation; 20 years - 4 weeks paid vacation.

C. An additional !?.20 per axle shall be paid for all vehicleswith more than six (6) axles.

TEAMO731-002 03/01/2012

Rates Fringes

Traffic Control Device MonitorTRAFFIC SAFETY WORKER:

Primary duties include butare not limited to the

delivery, maintenance andpick-up of traffic controldevices, the set-up andinstallation of traffic

signs, pavement markings,barricades, crash barrelsand qlare screens, trafficcontrol surveillance, therepair and maintenancetrucks, cars, arrowboards, message signs,

12


REVISED EXHIBIT V

barricade and siqrifabrication equipment . . . . . . .S 28 .25 9.08

TEAMO786-001 06/01/2016

COOK COUNTY - BUILDING AND RESIDENTIAL

Rates Fringes

TRUCK DRIVER

2 & 3 Axles.................S 38.4254 Axles.....................S 38.675s Axles.....................S 38.8856 Axles.....................S 39.095

.25+a

.25+a

.25+a

.25+a

FOOTNOTES :

a. .9689.00 per week.

An additional !;i.20 per axle shall be paid for all vehicleswith more than six (6) axles.

Paid Holidays:Day, Labor Day,

New Year's Day, Memorial Day, IndependenceThanksgiving Day, and Christmas Day.

900 straight time hours or more in 1 calendar year for thesame employer shall receive 1 week paid vacation; 3 years -2 weeks paid vacation; 10 years - 3 weeks paid vacation; 20years - 4 weeks paid vacation.

WELDERS - Receive rate prescribed for craft performirugoperation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leavefor Federal Contractors applies to all contracts subject to theDavis-Bacon Act for which the contract is awarded (and anysolicitation was issued) on or after January 1, 2017. If thiscontract is covered by the EO, the contractor must provideemployees with 1 hour of paid sick leave for every 30 hoursthey work, up to 56 hours of paid sick leave each year.Employees must be permitted to use paid sick leave for theirown illness, injury or other health-related rieeds, includingpreventive care; to assist a family member (or person who islike family to the employee) who is ill, injured, or has otherhealth-related needs, including preventive care; or for reasonsresulting from, or to assist a family member (or person who islike family to the employee) who is a victim of, domesticviolence, sexual assault, or stalking. Additional informationon contractor requirements and worker protections under the EOis available at www.dol.qov/whd/qovcont?racts.

13


REVISED EXHIBIT V

Unlisted classifications needed for work not included within

the scope of the classifications listed may be added afteraward only as provided in the labor standards contract clauses(29CFR 5.5 (a) (1) (ii)).

The body of each waqe determination lists the classificationand wage rates that have been found to be prevailing for thecited type(s) of construction in the area covered by the wagedetermination. The classifications are listed in alphabeticalorder of "identifiers" that indicate whether the particularrate is a union rate (current union negotiated rate for local),a survey rate (weighted averaqe rate) or a union average rate(weighted union average rate) .

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed

in dotted lines beginning with characters other than "SU" or"UAVG" denotes that the union classification and rate were

prevailing for that classification in the survey. Example:PLUMO198-005 07/01/2014. PLUM is an abbreviation identifier ofthe union which prevailed in the survey for thisclassification, which in this example would be Plumbers. 0198indicates the local union number or district council number

where applicable, i.e., Plumbers Local 0198. The next number,005 in the example, is an internal number used in processingthe wage determination. 07/01/2014 is the effective date of themost current negotiated rate, which in this example is July 1,2014.

Union prevailing wage rates are updated to reflect all ratechanges in the collective bargaining agreement (CBA) governingthis classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate thatno one rate prevailed for this classification in the survey andthe published rate is derived by computing a weighted averagerate based on all the rates reported in the survey for thatclassification. As this weighted average rate includes allrates reported in the survey, it may include both union andnon-union rates. Example: SULA2012-007 5/13/2014. SU indicatesthe rates are survey rates based on a weighted averagecalculation of rates and are not majority rates. LA indicatesthe State of Louisiana. 2012 is the year of survey on whichthese classifications and rates are based. The next number, 007in the example, is an internal number used in producing thewage determjnation. 5/13/2014 indicates the survey completiondate for the classifications and rates under that identifier.

14


REVISED EXHIBIT V

Survey waqe rates are not updated and remain in effect until anew survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicatethat no single majority rate prevailed for thoseclassifications; however, 100% of the data reported for theclassifications was union data. EXAMPLE: UAVG-OH-001008/29/2014. UAVG indicates that the rate is a weighted unionaverage rate. OH indicates the state. The next number, 0010 inthe example, is an internal number used in producing the wagedetermination. 08/29/2014 indicates the survey completion datefor the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January ofeach year, to reflect a weighted averaqe of the currentnegotiated/CBA rate of the union locals from which the rate isbased.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This canbe:

*

an existing published wage determinationa survey underlying a wage determinationa Wage and Hour Division letter setting forth a position ona wage determination mattera conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requestsfor surnrnaries of surveys, should be with the Wage and HourRegional Office for the area in which the survey was conductedbecause those Regional Offices have responsibility for theDavis-Bacon survey proqram. If the response from this initialcontact is not satisfactory, then the process described in 2.)and 3.) should be followed.

With reqard to any other matter not yet ripe for the formalprocess described here, initial contact should be with theBranch of Construction Wage Determinations. Write to:

Branch of Construction Wage DeterminationsWage and Hour DivisionU.S. Department of Labor200 Constitution Avenue, N.W.Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then aninterested party (those affected by the action) can request

15


REVISED EXHIB?T V

review and reconsideration from the Ti;Jaqe and Hour Administrator(See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to:

Wage and Hour AdministratorU.S. Department of Labor200 Constitution Avenue, N.W.washington, DC 20210

The request should be accompanied by a full statement of theinterested party's position and by any information (wagepayment data, project description, area practice material,etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, aninterested party may appeal directly to the AdrninistrativeReview Board (formerly the Waqe Appeals Board) . Write to:

Administrative Review Board

U.S. Department of Labor200 Constitution Avenue, N.W.Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

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Subject Pre-Bid Meeting - IFB 39239 - LaSalle Street StationDate

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Meeting Attendance

Meeting OwnerLaSalle Street Station

6!eve Bq,u,man

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NOTE: Meeting owner should retain the original form in his/her files.

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Bu63ecl Pre-Bid Meeting - iFB 39239 - LaSalle Street StationDate ?? " ? Time71m7 Tims 10:OOAM Location

Meeting Owner

LaSalle Street Station

Steve Bauman

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NQTE: Meeting owner should retain the original form in his/her files.

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