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Home My WebLink About5150 Contract Number 5150 Vendor: SOUTH BAY EXCAVATING, INC. Subject Armin Jahr Elementary Sidewalks Project Department: Engineering File Class LEG 12 -1 Begin Date 6/22/2012 End Date Review Date: Vault Date 2015 Comments CO #1 10/09/12„ CLOSED 1/31/2013 RECED OCT 161012 ACCEPTANCE OF COMPENSATION & RELEASE OF 0 DIVISION Armin Jahr Elementary Sidewalks Repairs Project No. 10268 — City Contract No. 5150 South Bay Excavating, Inc. hereby indicates agreement with, and acceptance of, the final Progress Payment and total Contract Price of $173,174.91, including Washington State sales and/or use taxes, and the final Contract Time of 30 working days, as full and final compensation for all Work performed in connection with Contract Number No 5150, and does hereby release the City of Bremerton from all claims, liability, demands, damages and actions of any kind whatsoever, ansing from performance of that Contract South Bay Excavation, Inc. By Date Title Vice - President, Certificate of Notary STATE OF WASHINGTON ) ) ss COUNTY OF KITSAP ) Signed and sworn to before me this 1 ,V Ll- day of by -Notary Seal Must Appear Within This Box - \ \ \IIIIIII /� Loo, A NOTARY PUBLIC, in and for the State � f : of Washington, residing at DlyrnDLo¢.) z My appointment expires Z 3a . 2DIV Qb WJh �� Washington State eR 1> e5 ufnr, i Department of Revenue ev n1j PO Box 47474 ��' +�� 1 V Olympia, WA 98504 -7474 - JAN 2 2 2013 601 026 723 I:sSVU i J�5 Certificate of Payment of State Excise RA T ON Taxes by Public Works Contractor SOUTH BAY EXCAVATING INC CITY OF BREMERTON PUBLIC WORKS & UTIL 1333 MAPLE VALLEY RD SW PAUL C WANDLING, ENGINEERING DIV OLYMPIA WA 98512 9471 3027 OLYMPUS DR BREMERTON WA 98310 4799 We hereby certify that taxes, increases and penalties due or to become due from the above -named contractor under Chapter 180, Laws of 1935, as amended, with respect to the following public works contract CITY OF BREMERTON PUBLIC WORKS & UTIL 5150, ARMIN JAHR ELEM SIDEWALKS together with all other taxes, increases and penalties due from such contractor, have been paid in full or that they are, in the Department's opinion, readily collectible without recourse to the state's lien on the retained percentage This certificate is issued pursuant to the provision of Chapter 60 28 Revised Code of Washington for the sole purpose of informing the state, county, or municipal officer charged with the duty of disbursing or authorizing the payment of public funds to said contractor that the Department of Revenue hereby releases the state's lien on the retained percentage provided by this Chapter for excise taxes due from said contractor This certificate does not release said contractor from liability for additional tax that may be later determined to be due with respect to the above - mentioned contract or other activities Dated 1-11P at Olympia, Washington, State of Washington Department of Revenue Wry, L Certifymg Officer For tax assistance, visit dor wa gov or call 1- 800 - 647 -7706 To inquire about the availability of this document in an alternate format for the visually impaired , please call (360) 705 -6715 Teletype (TTY) users may call 1- 800 -451 -7985 _ -- _RE - 310028 01 -02)— Employment Secunty Department RECEIVED WASHINGTON STATE P O Box 9046 Olympia, WA 98507 -9046 1 Fax 360 - 902 -9287 NOV 2 9 2012 c ENGNEERING DIVISIGI CERTIFICATE OF CITY OF BREMERTON - ENGINEERING ) PAYMENT OF CONTRIBUTIONS DIVISION ) PENALTIES AND INTEREST ON Attn PAUL WANDLING ) PUBLIC WORKS CONTRACT 3027 OLYMPUS DR ES Reference # 63463400 9 BREMERTON, WA 98310 UBI No 601026723 CONTRACTOR SOUTH BAY EXCAVATING INC 1333 MAPLE VALLEY RD SW OLYMPIA, WA 98512 -9471 The Employment Security Department hereby certifies those contributions, penalties and interest due from the above named contractor under the Employment Security Act have been paid in full or provided for with respect to the following public works contract Description ARMIN JAHR ELEMENTARY SIDEWALKS Contract number 5150 The Employment Security Department hereby certifies that it has no claim pursuant to RCW 50 24 130 against the public body named above for tax attributable to service performed for said public body by the above named contractor on the above described contract The Employment Security Department releases its lien on the retained percentage which is provided by RCW 60 28 040 for contributions, penalties and interest due from said contractor This certificate does not release said contractor from liability for additional contributions, penalties and interest which may be later determined to be due with respect to the above mentioned contract Dated at Olympia, Washington on November 27, 2012 EMPLOYMENT SECURITY DEPARTMENT By Robyn R Wells Authorized Representative Original - Disbursing Officer Duplicate - Employer Triplicate - Central Office Files 0 STAreo� RECENED W� JAN 0 2 2013 �yd 1 e " STATE OF WASHINGTON �� E- ERING DMSIQN DEPARTMENT OF LABOR AND INDUSTRIES CITY OF BREMERTON PUBLIC WORKS & UTIL ATTN: PAUL WANDLING, PROJECT MANAGER ENGINEERING DIVISION 3027 OLYMPUS DRIVE BREMERTON WA 98310 Certificate of Release of the State's Lien on Public Works Contracts With this letter, the Washington State Department of Labor & Industries approves of your release or payment of the contract amount retained from the following contractor - -- SOUTH BAY EXCAVATING INCORPORA 518,584 -00 601 026 723 1333 MAPLE VALLEY RD SW OLYMPIA WA 98512 - -- related to the following public works contract: ARMIN JAHR ELEMENTARY SIDEWALKS 5150 This approval is for workers' compensation insurance premiums only. L &I's prevailing wage section separately requires all contractors on the project file an affidavit of wages paid. These affidavits must be approved before retainage can be released. In our opinion, all workers' compensation insurance premiums, increases, and penalties due to L &I from this contractor have been paid in full or are readily collectible without recourse to the state's lien on the retained percentage. ** This letter's sole purpose is to communicate our release of the state's lien to the public official responsible for paying or authorizing the Payment of public funds to the contractor named above. If we later determine that the contractor owes additional premiums related to the above - mentioned contract or other activities, the contractor is still liable for payment. Dated December 26, 2012 at Olympia, Washington. r VEELAND WENDY 360- 902 -5772 or MCWE235@LNI.WA.GOV * Title 51 RCW authorizes L &I to collect workers' compensation insurance premiums, increases, and penalties. Chapter 60.28 RCW establishes L &I's priority regarding this lien. Chapter 39.12 RCW addresses L &I's requirement for affidavits of wages paid. AFFIDAVIT OF PUBLICATION Account #42742 AD #286984 STATE OF WASHINGTON COUNTY OF KITSAP I, Stacey J C Hovland, being first duly sworn on oath, deposes and says That she is now, and at all times embraced in the publication herein mentioned was the principal clerk of the printers and publishers of KITSAP SUN, that said newspaper has been approved as a legal newspaper by order of the Superior Court of the County of Kitsap, in which County it is published and is now and has been for more than six months prior to the date of the publication hereinafter referred to, published in the English language continually as a daily newspaper in Bremerton, Kitsap County, Washington, a weekly newspaper in Kitsap County, Washington and is now and during all of said time, was printed in an office maintained in the aforesaid place of publication of said newspaper, that the following is a true text of an advertisement as it was published in regular issues (and not in supplement form) of said newspaper on the following date, to wit And on October 19, 2012 such newspaper was regularly distributed to its subscribers during all of said period The full amount of the fee charged for the foregoing publication is the sum of $35 60 This amount has not been paid in full (Signature of Principal Clerk) Subscribed and sworn to before me this day of October 29, 2012 Notary Public in and for the State of Washington, Kitsap County U ED APAS llo n�t ^ ,� Expires , 2014 NOTICE OF COMPLETION Notice of Completion has been issued to South Bay Excavating, on Contract No 5150, for the Armin Jahr Elementary Sidewalks project Any parties having a claim for material, labor or damages related to this Contract have forty -five (45) days from the date of first publication of this notice to file a claim Shannon Conn City Clerk 345 6th Street -Suite 600 Bremerton, Washington 98337 AD#20129292 Contract Number* 5150 Vendor SOUTH BAY EXCAVATING, INC. Subject Armin Jahr Elementary Sidewalks Project Department: Engineering File Class LEG 12 -1 Begin Date 6/22/2012 End Date- Review Date. Vault Date: Comments: CO #1 10/09/12 CITY OF BREMERTON CHANGE ORDER CONTRACT CHANGE ORDER NO. 1 PROJECT NAME ARMIN JAHR ELEMENTARY SIDEWALKS PROJECT NO: 10267 CONTRACTOR: SOUTH BAY EXCAVATION, INC. ORIGINAL CONTRACT AMOUNT. $154,057.15 DAYS 30 PREVIOUSLY APPROVED CHANGES 0 00 DAYS. 0 THIS CHANGE. 19,117 76 DAYS 0 REVISED CONTRACT AMOUNT 173,174 91 DAYS 30 This Change Order covers changes to the subject contract as described herein The Contractor shall construct, furnish equipment and materials, and perform all work as necessary or required to complete the Change Order Items The increase or decrease in contract price shown below includes any applicable taxes DESCRIPTION OF CHANGES INCREASE IN (DECREASE) IN CONTRACT CONTRACT CONTRACT TIME AMOUNT AMOUNT EXTENSION ($) ($) (DAYS) X 1) Net increase in cost due to increases and decreases in 19,117 76 0 the individual contract bid items during the course of the work This change order will be final for all individual contract bid items as provided in the attached quantity summary spreadsheet dated 9120/12 (2 -pages attached) NET CHANGE IN CONTRACT AMOUNT 19,117 76 0 INCREASE OR (DECREASE) ESTIMATED SALES TAX AT 8 6% 0 TOTAL INCLUDING SALES TAX 19,117 76 Contractor acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, on -site or home office overhead, or lost profits Nothing in this Change Order shall limit the City's right to bring a claim for past performance. The undersigned Contractor approves the foregoing Change Order as to the changes, if any, in the contract price specified for each item, including any and all supervision costs and other miscellaneous CONTRACT CHANGE ORDER NO. QL PROJECT NAME. costs relating to the change in work, and as to the extension of time allowed, if any, for completion of the entire work due to said Change Order This document will become a supplement of the contract and all provisions will apply hereto It is understood that this Change Order shall be effective when approved by the City of Bremerton The parties whose names appear below warrant that they are authorized to enter into a change order that is binding on the parties of this contract In addition, Contractor warrants that it has or will inform the surety of this change, and shall take appropriate action to modify any bonds required under the contract to address this change CONTRACTOR Approved DATE 1 0 ( PROJECT MANAGER . Recommen ed DATE. CITY ENGINEER Council action is required as project cost will exceed approved budget ❑ Yes Ef No Council action is required as change exceeds Mayors authority per BMC 2 76 110. ❑ Yes Ef"No Recommended DATE 9 <' DIRECTOR OF PUBLIC WORKS AND UTILITIES Recommendd DATE D �( MAYOR Approved Z DATE APPROVED AS TO FORM: A TEST: Bre erton City Attorney i Clerk Page 2of2 Project Name. Armin Jahr Elementary Sidewalks Project Contract Number 2163 Sum Increase Date: 9/20112 Total Total & Decrease Scheduled Quantity Completed to Contract Rem s Description Quantity Unit Price Value To Date Unit Bid items BASE BID 1 IMOBILIZATION 1 $ 20,000 00 $ 20 000 00 100 $ 20,000 00 $ 2 PROJECT TEMPORARY TRAFFIC CONTROL 1 $ 6,61500 $ 661500 100 $ 6,61500 $ - 3 CLEARING AND GRUBBING 06 $ 11,000 00 $ 6,60000 045 $ 4 950 00 $ 1 650 00) 4 REMOVE ASPHALT CONC PAVEMENT 330 $ 745 $ 2.45850 42230 $ 3,146 14 $ 68764 5 REMOVE CONC SIDEWALKS, DRIVEWAYS AND RAMP 141 $ 1700 $ 2 397 00 17200 $ 2 924 00 $ 52700 6 REMOVE CEMENT CONC CURB & GUTTER 1045 $ 335. $ 3,50075 109050 $ 3,65318 $ 15243 7 FULL DEPTH ASPHALT SAWCUT 1200 $ 140 $ 1,68000 120800 $ 1,69120 $ 1120 8 FULL DEPTH CEMENT CONC SAWCUT 60 $ 340 $ 20400 13150 $ 44710 $ 24310 9 ROADWAY EXCAVATION 5 $ 2200 $ 11000 0 00 $ - $ (110 DO) 10 ROADWAY EXCAVATION, INC HAUL 0 $ 5000 $ - 254 DO $ 12 700 00 $ 12 700 00 11 EMBANKMENT COMPACTION 10 i s 4500 S 450 00 000 $ - $ (450 00) 12 CRUSHED SURFACING TOP COURSE 171 $ 6500 $ 11 115 00 21090 $ 13,708 50 $ 259360 13 I HMA CL 1/2 IN PG 64 22 FOR PAVEMENT RESTORATION 12 $ 215 00 $ 2,58000 22 53 $ 4 843 95 $ 2 263 95 14 ICEMENT CONCRETE PAVEMENT 21 $ 7500 $ 1 575 00 37 62 $ 2,82150 $ 1 246 50 15 ADJUST CATCH BASIN FRAME AND GRATE 2 $ 31500 $ 63000 2 00 $ 63000 $ 16 CATCH BASIN TYPE 1 2 $ 94000 $ 1 880 00 2 00 $ 1 880 00 $ 17 ADJUST WATER VALVE BOX 2 S 285 00 $ 57000 2 00 $ 57000 $ - 18 ADJUST WATER METER BOX 1 $ 285 00 $ 28500 2 00 $ 57000 $ 28500 19 TEMPORARY EROSION AND SEDIMENT CONTROL 1 $ 1,25000 $ 1.25000 100 $ 125000 $ - 20 fINLET PROTECTION SOCK 9 $ 7000 $ 63000 8 00 $ 560 00 $ (70 00) 21 YARD DRAIN PROTECTION FABRIC 3 $ 5800 $ 17400 2 00 S 11600 $ (56 00) 22 TOPSOIL TYPE A 180 $ 6270 $ 11,286 00 54 00 $ 3,38580 $ (7,900 20) 23 SEEDED LAWN INSTALLATION 1600 $ 080 $ 1 280 00 120000 $ 96000 $ (320 00) 24 CEMENT CONC TRAFFIC CURB AND GUTTER 1125 S 1660 $ 18,67500 116650 $ 19 363 90 $ 68890 25 CEMENT CONC PEDESTRIAN CURB 325 $ 900 $ 2,92600 299 W $ 2.69100 $ (234 00) 26 CEMENT CONC DRIVEWAY ENTRANCE TYPE 1 158 $ 4500 $ 7 110 00 16187 $ 7,28415 $ 17415 27 ICEMENT CONC SIDEWALK 311 $ 3900 $ 12,129 00 52000 3 20,280 00 $ 8,15100 28 CEMENT CONC CURB RAMP TYPE PARALLEL A 14 $ 9DO 00 $ 12 600 00 14001 $ 12,600 00 S - 29 CEMENT CONC CURB RAMP TYPE COMBINATION 1 $ 9DO 00 $ 90000 100 $ 9DO 00 $ - 30 ADJUST CABLE TV BOX 3 $ 28500 $ 85500 0 DO $ - $ (855 00) 31 PERMANENT SIGNING 1 $ 28500 $ 285 DO 100 $ 26500 $ - 32 REMOVE PAVEMENT MARKINGS 1 $ 1,000 00 $ 1,00000 1 00 $ 1,000 00 $ - 33 PLASTIC CROSSWALK LINE 240 $ 1500 $ 3 600 00 30000 $ 4 500 00 $ 90000 T Page 1 of 2 Project Name Armin Jahr Elementary Sidewalks Project Contract Number 2163 Sum Increase Data 9120112 Totes Total 8, Decrease Scheduled Quantity Completed to Contract Item # Description Quantity Unit Price Value To Date Unit Bid Items BID ADDITIVE NO.1 1 REMOVE CEMENT CONC SIDEWALKS DRIVEWAYS AND RAMP 132 $ 1700 $ 2,24400 14500. $ 2 465 00 $ 22100 2 REMOVE CEMENT CONC CURB AND GUTTER 164 $ 335 $ 54940 21900 $ 73365 $ 18425 3 FULL DEPTH CEMENT CONC SAWCUT 100 $ 340 $ 34000 16700 $ 53380 $ 19380 4 CRUSHED SURFACING TOP COURSE 35 $ 6500 $ 2 275 00 1460 $ 94900 $ (1,326 00) 5 CEMENT CONCRETE PAVEMENT 39 $ 7500 $ 2 925 00 4221 $ 3 165 75 $ 24075 6 TEMPORARY EROSION AND SEDIMENT CONTROL 1 $ 40000 $ 40000 100 $ 40000 $ - 7 TOPSOIL TYPE A 5 $ 6270 $ 31350 400. $ 25080 $ 62 70) 8 SEEDED LAWN INSTALLATION 40 $ 080 $ 3200 30 00 $ 2400 $ ( 00) 9 CEMENT CONC TRAFFIC CURB AND GUTTER 164 $ 2100 $ 3 444 00 21800 $ 4,57600 S 1 13400 10 CEMENT CONC DRIVEWAY ENTRANCE TYPE 1 93 $ 4500 $ 4 185 00 8330 $ 3 746 50 $ (436 50) TOTAL $ 154,057 15 $ 173,174 91 $ 19,117 76 r Page 2 of 2 Contract Number. Vendor: Sub�ect: Department: File Class: Begin Date: End Date: Review Date: Vault Date: Comments : 5150 SOUTH BAY EXCAVATING, INC. Armin Jahr Elementary Sidewalks Pro�ect Engineering LEG 12-1 6/22/2012 ) , � Enqineering Division 21 June 2012 Jim Clements South Bay Excavatmg, Inc 1333 Maple Valley Road SW Olympia, WA 98512 Re Armm Jahr Elementary Sidewalks Pro�ect Crty of Bremerton Pro�ect No 10268 WSDOT Pro�ect No STPUS-9918(Ol 1) CONTRACT AWARD Dear Mr Clements Tel 360-473-5270 Fax 360-473-5398 3027 Olympus Dnve Breme�ton, WA 98310 Tlus letter is to advise you that the contract for the above pro�ect has been awarded to your firm for the base bid plus additive #1, for a total award of $154,057 15 by Crty Council on June 20, 2012 Three contracts are attached for you to fill out and sign Please return these contracts with three ongmal Performance Bonds/Payment Bonds and your Certificate of Insurance for this pro�ect nammg as addrtional msured the City of Bremerton A pre-construction meetmg is required, along wrth coordmation for the Notice to Proceed The City desires to meet as soon as possible, and we are tentatively looking at the first week of July Please contact me at gunnar fndriksson(n�ci bremerton wa us or by telephone at 360 473 2354 to coordmate for a date and time Sincerely, G ar Fndriksson, P L S, P E Managing Engmeer Cc• Thomas Knuckey, P E, Crty Engmeer Mark Brooks, WSDOT Local Agencies Olympic Region 0612-09 P[/BL/C WORKS & UT/L/T/ES CONTRACT THIS AGREEMENT is dated the a�� day of � Lc.� m the year 20 �� by and between Ci of Bremerton (hereinafter called CITY) and , C f� u��h �-1 ��CCa. U��.na� ��1� (hereinafter called CONTRACTOR) CITY and CONTRACTOR, m consideration of the mutual covenants hereinafter set forth, agree as follows ARTICLE 1 WORK CONTRACTOR shall complete the WORK as specified or indicated in the CITY's Contract Documents entitled Armin Jahr Elementary Sidewalks ARTICLE 2 CONTRACT TIMES The WORK shall be completed within 30 workmg days from the commencement date stated in the Notice to Proceed Time is of the essence as to each and every deadline set forth in this agreement This provision has been specifically negotiated ARTICLE 3 LIQUIDATED DAMAGES CITY and the CONTRACTOR recognize that time is of the essence of this Agreement and that the C1TY will suffer finanaal loss if the WORK is not completed within the time specified in Article 2 herein„ plus any extensions thereof allowed in accordance with Section 1-08 8 of the Standard Specifications which may be modified by the Special Provisions They also recognize the delays, expense, and difficulties involved in proving in a legal proceeding the actual loss suffered by the CITY if the WORK is not completed on time Accordmgly, instead of requiring any such proof, the CONTRACTOR shall pay the CITY liquidated damages for each day,that expires after the time specified in Article 2 herein and Special Provision 1-08 5 for Substantial Completion and Final Completion of the WORK in accordance with Section 1-08 9 of the Standard Specifications as may be _ modified by the_ Special Provisions ___ _ _ _ _ _ _ ARTICLE 4 CONTRACT PRICE CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the Bid Proposal, which shall include sales tax as provided m Section 1-07 2(2) of the Special Provisions ARTICLE 5 PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Section 1-09 9 of the Standard Specifications which may be modified by the Special Provisions Applications for Payment will be processed by ENGINEER as provided in the Special Pr ions � Contractor Initials CONTRACT -! C�ry of Bremerton Armrn Jahr Elemen�ary Srdewalks Aprt17012 ARTICLE 6 CONTRACT DOCUMENTS The Contract Documents which comprise the entire agreement befinreen CITY and CONTRACTOR concerning the WORK consist of this Contract (pages Contract-1 to Contract-7, mclusive) and the following attachments to this Contract o Notice fnviting Bids, o Bidders Checklist, o Bid Proposal mcludmg the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits, o Performance Bond, o Payment Bond, o Standard Specifications, o Special Provisions, o Contract Plans, o Addenda numbers to , mclusive o Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto There are no Contract Documents other than those listed in this Article 6 The Contract Documents may only be amended by Change Order as provided in Section 1-04 4 of the Standard Specifications which may be modified by the Special Provisions ARTICLE 7 INDEMNIFICATION The CONTRACTOR and CITY acknowledge and agree that they have negotiated the followmg in accordance with the requirements of RCW 4 24 115 and the CONTRACTOR specifically wa�ves his immunity under industrial �nsurance under Title 51 RCW To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall indemnify, defend, and hold harmless the CITY, ENGINEER, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from any and all claims, in�uries, damages, losses or suits, includmg all legal costs and attorney fees, all claims and liability arismg under, by reason of, related, or incidental to the Contract Documents or any performance of the WORK, but not from the sole negligence or willful misconduct of the CITY and/or the ENGINEER as further defined in the Contract Documents The provisions of this section shall survive the termination of th ntract ntractor Initials CONTRACT -2 Crty of Bremerton Armcn Jahr Elementary Side�va(ks Aprrl 1011 ARTICLE 8 ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents wili be bmding on another party hereto without the written consent of the party sought to be bound, and specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent (except to the extent that the effect of this restnct�on may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents The CITY in its sole discretion, may refuse to allow the CONTRACTOR to assign any or all of its duties, rights and/or responsibilit�es under the Agreement, except with regards to an assignment of funds for security purposes In the case of an assignment for security purposes the CITY may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and -------- supphers ---- - --- ----- --- -- - - -- --- ------ - - - ----------- -- - - CITY and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contamed in the Contract Documents IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be executed the day and year first above written Addres�or ivi�ng notices A��I�e�ss�� noti�� -� I� . 6G� � c�9'��7 o U� � G,�a �,� 9�s�a� , License No Sa�TN��-� 3a rn� Ap Form Agent for service of process (Signature) l :��r1_�-% CONTRACT -3 City of Bremerton Armrn Jahr Elementary Srdeivalks Aprd 2012 CONTRACTOR CITY City of Bremerton CONTRACT CERTIFICATE (if Corporation) STATE OF ) ) SS ' COUNTY OF ) I HEREBY CERTIFY that a meeting of the Board of Directors of the �S'c��, �3� ��QVa�� , l � - - -- a corporation existing under the laws of the State of � l�1 '�I � , held on �r.�� a K�' , 201a�_, the following resolution as duly passed and adopted "RESOLVED, that L �n ��f't�.S , as �0 �-�-� !/a�1� rI President of the Corporation, be and is hereby authorized to execute the Agreement dated l�/a � , 20�, by and befinreen this Corporation and City of Bremerton and that his/her execution thereof, attested by the Secretary of the Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation " - _ ;ti � ��.��`. � I further certify that said resolution is now in full force and effect- IN WITNESS WHEREOF, I have hereunto se� my hand and affixed the official seal of the corNoration this � n u � � , day of (��a, , 20� � , � � � � < < Secretary (SEAL) CONTRACT -4 C�ry of Bremerton Armrn Jahr Elementary S�deivalks Apri! 1012 CONTRACT CERTIFICATE (if Partnership) STATE OF COUNTY OF ) ) SS ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , held on , 20 , the following resolution was duly passed and adopted "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Agreement dated , 20 , by and between this Partnership and City of Bremerton and that his/her execution thereof, attested by the shall be the official act and deed of this Partnership " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this _, day of , 20 Partner (SEAL) CONTRACT -S Crty of Bremerton - Armrn Jahr Elementary Srdewalks Aprrl 1012 CONTRACT CERTIFICATE (if Joint Venture) STATE OF ) ) SS COUNTY OF ) I HEREBY CERTIFY that a meeting of the Principals of the a �oint venture existing under the laws of the State of adopted held on , 20 , the following resolution was duly passed and "RESOLVED, that , as of the Joint Venture, be and is hereby authorized to execute the Agreement dated , 20 , by and between this Joint Venture and City of Bremerton and that his/her execution thereof, attested by the shall be the official act and deed of this Joint Venture "_ I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this _, day of , 20 Managing Partner (SEAL) CONTRACT -6 City of Bremerton Arm�n Jahr Efementary Srdetivalks Apr�l 2011 CONTRACT CERTIFICATE (if Limited Liability Company) STATE OF ) ) SS � COUNTY OF ) I HEREBY CERTIFY that a meeting of the Members of the a Limited Liability Company existing under the laws of the State of , held on adopted 20 , the following resolution was duly passed and "RESOLVED, that , and as members of the Limited Liability Company, be and are hereby authorized to execute the Agreement dated , 20 , to the City of Bremerton by this Limited Liability Company and that their execution thereof shall be the official act and deed of this Limited Liability Company " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this _, day of , 20 , A Limited Liability Company :� Member BY, Member (SEAL)END OF AGREEMENT CONTRACT -7 C�ty of Bremerton Arm�n Jahr Elementary Srdeiva/ks Aprrl 20/2 THIS PAGE LEFT BLANK INTENTIONALLY CONTRACT -1 C�ry of Bremerton Armin Jahr Elementary Srdeivalks Aprt11012 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, That and as CONTRACTOR, as Surety, are held and firmly bound unto City of Bremerton heremafter called "CITY," in the sum of dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, �ointly and severally, firmly by these presents THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said CITY to perform the WORK as speafied or indicated in the Contract Documents entitled "Armin Jahr Elementary Sidewalks", now, therefore, If the CONTRACTOR faiis to timely or properly perForm any of the requirements of the Contract Documents at the times and in the manner contained therein, then the City may perform the WORK, or contract to have the WORK performed and, the Surety, upon written proof of the amounts expended, includmg the rates for CITY personnel specified in City code or regulation, shall, without condition, pay said amount in US Funds, by certified or cashier's check, within 5 days of demand by the City This may require periodic payments by Surety if the work is ongoing and the City become obligated to make payments in order to have the WORK completed PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety hereunder, nor shall any extensions of tim� granted under the provisions of said Contract Documents, release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety The obligation of the Surety shali include reimbursing the City for all costs and expenses, (including, but not limited to fee and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the CITY in enforcing the provisions of this Bond PERFORMANCE BOND -1 City of Bremerton Armrn Jahr Elementary Srdetivalks Apri! 20/1 IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of , 20 (CONTRACTOR) : (SEAL) : (Surety) (Signature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) (SEAL) -- ---Address of-surety to which all notices shall be sent ---- --- -- -- --_ —__ ______ __ _ Address for service of process (must be a physical address) Crty of Bremerton PERFORMANCE BOND -2 Armtn Jahr Elementary Stdewalks Aprrl 2012 0 PAYMENT BOND KNOW ALL MEN BY THESE PRESENTS, That and as CONTRACTOR, as Surety, are held and firmly bound unto City of Bremerton hereinafter called "CITY," in the sum of dollars, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors, and assigns, �ointly and severally, firmly by these presents THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said CITY to perform the WORK as specified or indicated in the Contract Documents entitled "City of Bremerton, Armin Jahr Elementary Sidewalks", now, therefore, If said CONTRACTOR, or subcontractor, fails to pay for any materials, equipment, or other supplies, or for rental of same, used in connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, said Surety will pay for the same in an amount not exceeding the sum specified above, and, in the event suit is brought upon this bond, reasonable attorney's fees to be fixed by the court This bond shall inure to the benefit of any persons, companies, or corporations entitled to file claims under applicable State law so as to give a right of action to them or their assigns in any suit brought upon this bond PROVIDED, that any alterations in the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shall not in any way release said CONTRACTOR or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Documents release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety The obligation of the Surety shall include reimbursmg the City of all costs and expenses, (including, but not limited to fee and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the CITY in enforcing the provisions of this Bond PAYMENT BOND -I City of Bremerton Armrn Jahr E[ementary Stdetivalks Aprd 2011 IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of , 20 (CONTRACTOR) : : (Surety) (Signature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) Address of surety to which all notices shall be sent ____ _ Address_for_service of_process (must be a physical address) _ ___ _ _____ _______________ ______ PAYMENT BOND -2 City of Bremerton Armrn Jahr Elementary Srdeivalks Aprrl 2012 . j -/ 1 � \�� PERFORMARICE BOP1D Bond No 105795778 KNOW ALL MEN BY THESE PRESENTS, That South Bay Excavating Inc as CONTRACTOR, and Travelers Casualty and Surery Company of America as Sureiy are held and firmly bound unto City of Bremerton hereinafter called "CITY," in the sum of _ One Hundred Fifty Four Thousand Fiftv Seven and 15/100ths ------------------------------ 154,05715) dollars, for the payment of which sum, well and truly to be made, we bind ourseives, our heirs, executors, admmistrators, successors, and assigns, jointly and severalty, firmly by these presents THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter mto the annexed Agreement with said CtTY to perform the WORK as specified or mdicated in the Cont�act Documents entitled "Armin Jahr Elementary 5idewralks", now, therefore, If the CONTRACTOR fads to timely o� properly perform any of the requ�rements of the Cantract Documents at the times and in the rnanner contained therein, then the City may pertorm the WQRK, or contract to have the WORK pertormed and, the Surety, upon wr�tten proof of the amounts expended, including the rates for CITY personnel specified in City code or regulation, shall, without cond�tion, pay said amount in US Funds, by certified or cashier's check, within 5 days of demand by the Cify Th�s may require penodic payments by Surety if the work is ongoing and the Ctty become obl�gated to make payments in order to have the WORK compteted PROVIDED, that any alterations in the WORK to be done or the mater�als to be fumished, or changes in the time of comptetion, which may be made pursuant to the terms of sa►d Contract Documents, shall not in any way release said CONTRACTOR or said Surety hereunder, nor shall any extensions of time granfed under the provisions of sa�d Contract Documents, release e�ther said CONTRACTOR or said 5urety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety The obl�gat�on of the Surety shall include reimbursing the City for all costs and expenses, (inctuding, but not limited to fee and charges of engineers, a�chitects, attorneys, and other professtonals, and court costs d(�tigation is commenced) incurred by the CITY m enforcmg the provisions of this Bond PERFORMANCE 8011'D -1 C�ty of Bremerton Arm�nJahr Elemen�ary Srde�ralks Aprr! 2011 IN WITNESS WHEREOF, we have hereunder set our hands and seais th�s 10th day of ,lu�v , 2012 SEAL Travelers Casualty and Surety � � Company of America ` (SEAL) South Bay Excavating, Inc ; � (C RACTOR (Surefy) � ' � � � a - �, By. gy Signature and SEAL) (Si t re and SEAL) � Peggy A Firth, Attorney-in-Fact (SEAL AND NOTARtAL ACKNOWLEDGEMENT OF SURET'Y) 1501 Fourth Avenue, Suite 1650 Address of surety to which all notices shall be sent Seattle, WA 98101 Address for ser�tce of process (must be a physical address} Same as above PERFORMANCE BOND -2 C�ty of Bremerton ArmU� Jahr Elemenlary Srde�ralks Aprr11012 PAYMENT BOND Bond No 105795778 KNOW ALL MEN BY THESE PRESENTS, That South Bay Excavating, Inc as CONTRACTOR, and Travelers Casualty and Surety Company of America as Surety, are heid and firrnly bound unto City of Bremerton heremafter calied "CITY," m fhe sum of One Hundred Fifty Four Thousand Fifty Seven and 15/100ths ------------------------ ($154,05715) do(lars, for the payment of wh�ch sum, weli and truly to be made, we bind ourselves, our heirs, executors, admirnstrators, successors, and assigns, �ointly and severally, firmly by these presents THE CONDITIONS OF TH1S OBLIGATION ARE SUCH, that satd CONTRACTOR has been awarded and is about to enter mto the annexed Agreement with said CITY to perform the WORK as spec�ed or indicated m the Contract Documents ent�tied "Cii.jr of Bremerton, Aronin Jahr Eiementary Sidewaiks"; now, therefore, If said CONTRACTOR, or subcontractor, fails to pay for any mater�als, equipment, or other supplies, or for rentai of same, used m connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, said Surety wdl pay for the same in an amount not exceedmg the sum specified above, and, m the event suit �s brought upon thts bond, reasonable attomey's fees to be fixed by the court Th�s bond shall mure to the benefit of any persons, companies, or corporations entitled to file claims under applicable State law so as to give a right of act►on to them or their assigns in any suit brought upon this bond PROVIDED, that any alterations m the WORK tv be done or the matenals to be fumished, or changes in the time of completion, which may be made pursuant to the terms of said Contract Documents, shalf not in any way release said CONTRACTOR or said Surety thereunder, nor shall any extensions of time granted under the provisions of said Contract Docurnents release either said CONTRACTOR or sa�d Surety, and notice of such aiterafions or extensions of the Agreement is hereby waNed by sa�d Surety The obligation of the Surety shall tnclude reimbursmg the City of all costs and expenses, (includmg, but not I�mited to fee and charges of engmeers, archrtects, attorneys, and other professionais, and court costs if litigation �s commenced) mcurred by the CITY �n enforcing the prov�sions of this Bond PAYA�IENT BOND -! City of Bremerton Armlir Jahr Elemen�ary 5rdetiraiks Aprd 20I2 IN WiTNESS WHEREOF, we have hereunder set our hands and seals this 10th day of July , 2012 Travelers Casualty and Surety _South Bay Excavafin�., Inc. Company of Amenca � • ��iyna�u�e ana ar�� agn�ure ana �rJ,�) , , - �� Peggy A Firth, Attorney-m-Fact {SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETY) f � 1501 Fourth Avenue, Suite 1650 Address of surety to which all natices shali be sent Seattle, WA 98101 Address for service of process (must be a physicai address) Same as above City of Bremerton PAYMENT BO,VD -2 9rn+rn Jahr Efemen�orySideualks 4prrl 10I2 0 POWER OF ATTORNEY TRAVELERS Farm�ngton Casualty Company St Paul Mercury Insurance Company Fidehty and Guaranty Insurance Company 1Yavelers Casualty and Surety Company F�del�ty and Guaranty Insurance Underwnters, Inc 'IY�avelers Casualty and Surety Company of Amenca St Paul F�re and Marme Insurance Company Umted States F�dehty and Guaranty Company St Paul Guard�an Insurance Company Attorney-In Fact No 223961 Cert�ficate No 0 0 4 4 9 6 0 2� KNOW ALL MEN BY THESE PRESENTS That St Paul Fire and Manne Insurance Company, St Paul Guardian Insurance Company and St Paul Mercury Insurance Company are corporauons duly orgamzed under the laws of the State of Mmnesota, that Fazmmgton Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of Amenca are corporat�ons duly organ�zed under the laws of the State of Connecncut, that Umted States Fidelity and Guazanty Company is a corporahon duly orgamzed under the laws of the State of Maryland, that Fidehty and Guaranty Insurance Company is a corporauon duly orgamzed under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwnters, Inc , is a corporahon duly orgamzed under the laws of the State of Wisconsm (herem collechvely called the "Companies"), and that the Compames do hereby make, constitute and appomt Eric Zimmerman, Karen Swanson, Brent E Hedesen, Anne E Stneby, James B Binder, Peter J Comfort, Jenrnfer L Snyder, Julie R Truitt, Peggy A Firth, Tamarie Ellmgsen, Steve Marinkovich, Christopher Kinyon, Jamie Diemer, and Brady Moriarty of the C�ty of Tacoma , State of Washington , their true and lawful Attorney(s)-m-Fact, each m their sepazate capacity if more than one is named above, to s�gn, execute, seal and acknowledge any and all bonds, recogmzances, condit�onal undertakmgs and other wnnngs obl�gatory m the nature thereof on behalf of the Compames m the�r busuiess of guaranteemg the fidelity of persons, guaranteemg the performance of contracts and executmg or guazanteemg bonds and undeRalungs required or �erm�� ed> m an,�a�cnons o�r p� ceedmgs allowed by law �� e �� IN WITNESS WHEREOF, the Companies have caused th�s mstrume t�'o be signed d theu c seals to be hereto affixed, this 30th day of AUguSt 2� I 1 �,�'�°�,�` ��- ��` � ",�� -��' � � � Farmmgton Casualty Comp ay`" �� St Paul Mercury Insurance Company w � �� F�delrty and Guaranty dnsurance Company � 1Yavelers Casualty and Surety Company F�dehty and Guaranty Insu`ra�nce Underw tir ers, Inc TYavelers Casualty and Surety Company of Amenca St Paul F�re and Marine Insurance Company Umted States F�deLty and Guaranty Company St Paul Guard�an Insurance Company G/ �� Jyp1RE4� \ �N I p+..• 1 ^ '�NS U ^'�.. JP�tYAryDa Nw �� e A '4, O r�' ro 4 �P l�tpRPOR�)f C� W4J PPORqT ��n1 � `9 � � � � Z � , 1 9 2 O � 1.7� �� + c� t �' m y�...� f �; a HRRTFORD �NRRIF6FD. � �� d�Na°; �. � 185� 2 ti � o ��SEAU�oj � D ;, �N c o �R N 1896 � S � y. � � N" waV x mumc� 1s . AN�a v • * �a �bi Ny° ��.�� Y/ ` A �.R.r �, "�l o• State of Connecucut City of Hartford ss By Georg Thompson mor ice President On this the 30th day of AUgUSt 2011 , before me personally appeared George W Thompson, who acknowledged himself to be the Semor V�ce President of Farmmgton Casualty Company, Fidelity and Guazanty Insurance Company, Fidelity and Guaranty Insurance Underwnters, Inc , St Paul Fire and Manne Insurance Company, St Paul Guardian Insurance Company, St Paul Mercury Insurance Company, Travelers Casualty and Surery Company, Travelers Casualty and Surety Company of Amenca, and Umted States F�del�ry and Guaranty Company, and that he, as such, bemg authonzed so to do, executed the foregomg mstrument for the purposes therem contamed by sigmng on behalf of the corporanons by himself as a duly authonzed off'icer d.TET In Witness Whereof, I hereunto set my hand and off'icial seal �� W w" y• V My Commisston exptres the 30[h day of June, 2016 � p�"G � Mane C Teveault Notary PubLc �� 58440-6-11 Printed in U S A WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUTTHE RED BORDER WARNING THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER Ttus Power of Attorney is granted under and by the authonty of the followmg resoluhons adopted by the Boards of Duectors of Farnungton Casualty Company, F�dehty and Guazanty Insurance Company, Fidel�ty and Guaranty Insurance Underwnters, Inc , St Paul F�re and Manne Insurance Company, St Paul Guazdian Insurance Company, St Paul Mercury Insurance Company, Travelers Casualry and Surety Company, Travelers Casualty and Surety Company of Amenca, and Umted States F�dehty and Guazanty Company, which resoluaons aze now m full force and effect, readmg as follows RESOLVED, that the Chairman, the Pres�dent, any V'ice Chauman, any Execut�ve Vice President, any Semor Vice Pres�dent, any Vice President, any Second V�ce President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appomt Attorneys-m-Fact and Agents to act for and on behalf of the Company and may give such appomtee such authonry as tus or her certificate of authonty may prescnbe to sign w�th the Company's name and seal with the Company's seal bonds, recogmzances, contracts of mdemmty, and other wntmgs obhgatory m the nature of a bond, recogmzance, or condit�onal undertakmg, and any of sud officers or the Board of Duectors at any tune may remove any such appomtee and revoke the power given h�m or her, and it is FURTHER RESOLVED, that the Chauman, the President, any Vice Chauman, any Execuuve �ce President, any Semor Vice President or any V�ice Pres�dent may delegate all or any part of the foregomg authonty to one or more off"icers or employees of this Company, provided that each such delegauon is m wntmg and a copy thereof is filed m the office of the Secretary, and it is FLJRTHER RESOLVED, that any bond, recogmzance, contract of mdemmty, or wnt�ng obLgatory m the nature of a bond, recogmzance, or condmonal undertakmg shall be val�d and bmdmg upon the Company when (a) signed by the President, any Vice Chauman, any Execut�ve Vice President, any Semor Vice President or any V'ice President, any Second �ce Pres�dent, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed wrth the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys-m-Fact and Agents pursuant to the power prescnbed m}us or her cerhficate or theu cerhficates of authonty or by one or more Company officers pursuant to a wntten delegahon of authonty, and it is F[JRTHER RESOLVED, that the signature of each of the followmg officers President, any Exewhve Vice President, any Semor �ce Pres�dent, any �ce President, any Ass�stant V'ice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attomey or to any certificate relatu�g thereto appomtu�g Resident V'ice Presidents, Res�dent Assistant Secretanes or Attorneys-m-Fact for purposes only of execut�ng and attesUng bonds and undertakmgs and other wnhngs obhgatory m the nature thereof, and any such Power of Attorney or cert�ficate beanng such facsicrule s�gnature or facsimile seal shall be valid and bmdmg upon the Company and any such power so executed and certified by such facsinule s�gnature and facsicrule seal shall be vand and bmdmg on the Company m the future with respect to any bond or understandmg to which u is attached I, Kevm E Hughes, the unders�gned, Ass�stant Secretary, of Farnungton Casualty Company, Fidelity and Guazanty Insurance Company, Fidel�ty and Guaranty Insurance Underwnters, Inc , St Paul Fue and Manne Insurance Company, St Paul Guard�an Insurance Company, St Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of Amenca, and Uruted�States Fide�ty�and G�u�ar Company do hereby ce►ufy that the above and foregomg is a true and correct copy of the Power of Attomey executed by said Compaz%�es;�wluchkl�n�full fore�e��nd effect and has not been revoked ��"' t � ,�� , �� IN TESTIMONY WHEREOF, I have hereunto set my hand and affuced the seals of sazd�Co puues ttus � day of , 20 �� e �� , �� i �� '' � � �`�� , ,-'�� `�� .�� i✓° � - � Kevm E Hughes, Assistant Sec tary Gh6U,�� f �� y F\RE 6� �4N �Nf p � INSUq J �,�1Y AN 1 �� r L p e � �O. � �0 46 c e e� °W `0 P r�ORVOR.f> i R PORqT p V 9 ` o�. � � t 9 2� o � 1977 '� z �' — F, " f � ` �1 a � ,ur�w�o,� < ° � S,�c�rt'_ a � �I9J� ' 7.SEAL�o"} � t$$2LL 3 �,+,� � �$ ��BL @ f'n 896 � b + � � ~ s A G� at'.. .! j' b a i > �� N �� wcf ls . AN'� +r ;'� ��'i � �a�� AN1� To venfy the authenuc�ty of ttus Power of Attorney, call 1-800-421-3880 or contact us at www travelersbond com Please refer to the Attorney-In-Fact number, the above-named mdrviduals and the details of the bond to which the power �s attached PART II BIDDING REQUIREMENTS AND CONTRACT FORMS Ciry of Bremerto» Armfn Jahr Elemenrary Srdeivalks Apri12011 LEFT BLANK INTENTIONALLY Gty of Brenterfon Arntm Jahr Elemenmry Srdei+�alks Aprt! 20/1 NOTICE INVI�'ING BIDS for Armin Jahr Elementary Sidewalks Project RECEIPT OF BIDS• Sealed Bids will be received at the office of the City Clerk of the City of Bremerton, located at 345 6�' Street, Bremerton, Wastungton 98337 until 10:00 A.M. PST as shown on the wall clock ins�de the City Clerk's office on June 14, 2012, for the project Armin Jahr Elementary Sidewalks. Bids received after the specified time and date vv�ll not be considered. OPENING OF BIDS The bids v�nll be publicly opened and read after 10:00 AM on June 14, 2012, in the office of the City Clerk at 345 6�' Street, Bremerton, Waslungton 98337. COMPLETION OF WORK: The WORK must be completed within thirty (30) workmg days after the commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: The WORK to be completed under this Contract generally consists of construction of approximately 1400 feet of sidewalk, curb and gutter, reconshucting dnveways and other improvements and work zone temporary traffic control; erosion/sedimentation control and related work. PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed on printer ARC (formerly known as Reprographics Northwest) website (www.e-arc com). Go to http //www e-arc com/locations/219, click on the `Public Planroom' tab and scroll down to find the project PURCHASING CONTRACT DOCUMENTS• The Contract Documents may be ordered from ARC. Payment is typically cost of reproduction (nor�-refundable) Contact Bid Services at ARC in Tacoma, WA 1(800) 337-8103; FAX (253) 272-4064; E-mail. tacoma b�dserv�cesn.e- arc com PROPOSALS All bid proposals must be made on the blank forms furnished in the Contract Documents Sealed envelopes containing bids shall be entit(ed Armin Jahr Elementary Sidewalks BID SECURITY• Each bid proposal shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent (5%) of the amount of such bid proposal The failure to furnish a bid deposrt of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be re�ected by the Contrachng Agency. PERFORMANCE BOND: The successful bidder will also be requ�red to provide a Performance Bond for 100 percent of the Contract Price. Should the successful bidder fail to enter into such contract and furnish satisfactory performance bond wnthin the time stated in the specifications, the bid proposal depos�t shall be forfeited to the City of Bremerton Ctry ojBremer�on Armin Jahr Elementary Sldeiralks Aprr! 20/1 /-1 PROJECT COMMUNICATION All communicauons related to the project shall be directed to the City prior to opetung of Bids. Communication b�nhone/fax: Gunnaz Fridriksson Telephone (360) 473-2354 Facsimile (360) 473-5398 Communicat�on by mail• Department of Public Works and Utilities Engineermg Division 3027 Olympus Dnve Bremerton, WA 98310 AT1Ti• Gunnaz Fndriksson CITY'S RIGHTS RESERVED The City of Bremerton reserves the right to re�ect any and all bids on any or all schedules or alternates or to warve any mformalit�es m the bidding and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole �udge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any achon based upon the neglect or refusal to execute a contract The City of Bremerton �n accordance with Title VI of the Civil Rights Act of 1964, 78 Stat 252, 42 U S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtrtle A, Office of the Secretary, Part 21, nondiscnmination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies all bidders that it will �rmatively msure that in any contract entered into pursuant to this advert�sement, disadvantaged business enterprises will be afforded full opportunity to submrt bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, sexual orientation or national origin in consideration for an award - END OF NOTICE INVITING BIDS - Gry ojBrenrerron Arnttn Jahr Elemenlary S�deu�alks Apr�l70/2 1-2 BIDDERS CHECKLIST This section summanzes the contract forms required for this project and is intended as a reference guide for bidders. The bidder's attention is especially directed to the forms that must be executed in full as required and subm�ted with the bidder's bid. Bid Docun�ents These documents must be executed and submitted to the City v�nth your bid, no later than the designated bid closing date and t�me Bids that do not include all of the required forms, properly completed, may be declared unresponsible. i. Contractor's Registration � Z. Bid Bond Form d 3. Non-Collusion Declaratio� 4. Bid Proposal ✓ 5. Proposal Form � 6. Bid Certificate� Documents to be Executed bv the Successful Bidder The following forms are to be executed after the contract is awarded in accordance with Section 1-03.3 Execut�on of Contracf of the Special Provisions 1. Contract 2. Contract Certificate 3. Performance and Payment Bonds 4. Insurance Certificates C►ry of Bremerron Arm�n Jahr Elemen�ary Srdeu�alks Aprrl 1011 I-3 CONTRACTOR'S REGISTRATION �x�ava�.-h i-�a � I n� - �33 3 S 0 I u v�n .�i a, t� �� 85l Employer's identification number (em loyer Soc Sec #) (not your personal Social Security number) q l-- l 3`I �(oS Employment Security Department number � 3y �3� OC� �'1 Washington Industrial Insurance number r "J I$, r j� ' DC� Washington State Excise Tax Registration number � �- DaCo - 7 a3 Washmgton State Contractor's Registration number/expiration date �u-��'�l �� City of Bremerton Business License number �4a� y Gty of Brenterlon CONTRACTOR REGISTR9TION -1 Armrn Jahr Elementary Srde�valks Aprrl IOt 2 Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. ►• • � , :'��; To report riggmg activities call 1-800-424-9071 The U S Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Friday, 8 00 a m to 5:00 p m, eastern time Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the °hotline" to report such activities The "hotline" �s part of USDOT's continumg effort to identrfy and investigate highway construction contract fraud and abuse and ts operated under the direction of the USDOT Inspector General All information wdl be treated confidentially and caller anonymity will be respected DOT Form 272-036H EF Revtsed 5/06 BID PROPOSAL Armin Jahr Elementary Sidewalks Pro�ect #2163 BID TO City of Bremerton (Washington) Department of Public Works and Utilities 1 The undersigned Bidder proposes and agrees, �f this Bid is accepted, to enter into an Agreement with the CIN in the form included in the Contract Documents to perForm the WORK as specified or indicated in said Contract Documents entitled Armin Jahr Etementary Sidewalks 2 Bidder accepts all of the terms and cond�tions of the Contract Documents, includmg without lim�tation those in the Notice Inv�ting Bids and lnstructions to Bidders, dealing with the disposit�on of the Bid secur'ity. 3 This Bid will remain open for the period stated in the "Notice Inv�ing Bids" unless otherwise required by law Bidder will enter into an Agreement within the time and in the manner required in the "Notice Inviting Bids" and wdl fumish the insurance certificates, Payment Bond, and PerFormance Bond required by the Contract Documents 4 Bidder has examined copies of all the Contract Documents �ncluding the follow�ng addenda (receipt of all of wh�ch is hereby acknowledged) Number Date Fadure to acknowledge all addenda shall render the bid non-responsive and shall be cause for �ts rejecUon 5 Bidder has familiarized �tself with the nature and extent of the Contract Documents, WORK, site, locaiity where the WORK rs to be performed, the legal requirements (federal, state and locat laws, ordinances, rules, and regulations), and the conditions affectmg cost, progress or pertormance of the WORK and has made such mdependent investigations as Bidder deems necessary To all the forego�ng, and includmg all Proposal Forms contained in this Bid, said Bidder further agrees to complete the WORK required under the Contract Documents withm the Contract Time stipulated in said Contract Documents, and to accept in full payment therefore Ctty ojBremer�on Arnirn Jahr Elenren/ary Srdeiralks Apr�! 2011 BID PROPOSAL - 1 the Contract Pnce based on the Total Bid Price(s) named in the aforementioned Proposal Forms NOTE Prices for all items, all extensions and total amount of bid must be shown in the Proposal Forms Show pnces in figures. Dated ___� - � 3' o�-� �r� Bidder .lr� � T�le: Ciry ojBren�erton Ar»un Jahr Elemen�ary Sideiralks Aprrl 2012 B!D PROPOSAL - 2 BID PROPOSAL Armin Jahr Elementary Sidewalks Project Project #2163 BID TO City of Bremerton (Washington) Department of Public Works and Utilities 1 The undersigned Bidder proposes and agrees, rf this Bid is accepted, to enter �nto an Agreement with the CITY m the form included in the Cont�act Documents to perform the WORK as spec�ied or indicated in said Contract Documents ent�tled Armin Jahr Elementary Sidewalks Project 2 Bidder accepts all of the terms and conditions of the Contract Documents including w�thout limitation those in the Notice Invitmg Bids and Instructions to Bidders, dealing with the disposition of the Bid secunty 3 This Bid will remam open for the penod stated �n the °Notice Inviting Bids" unless otherwise required by law Bidder will enter mto an Agreement within the time and in the manner required in the °Notice Inv�ting Bids" and wtll fumish the insurance certificates, Payment Bond, and Pe�formance Bond required by the Contract Documents 4 Btdder has examined copies of all the Contract Documents �ncluding the following addenda (receipt of all of which is hereby acknowledged) Number Date Failure to acknowledge all addenda shall render the bid non-responsive and shall be cause for �ts re�ection 5 Bidder has famdiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be pe�formed, the legat requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affectmg cost, progress or performance of the WORK and has made such independent investigations as Bidder deems necessary To all the foregoing, and tncludmg all Proposal Forms contamed in this Bid, said Bidder further agrees ta complete the WORK required under the Contract Documents uvithin the Contract Time stipula#ed in said Contract Documents, and to accept in full payment therefore the Contract Price based on the Total Bid Pr�ce(s) named m the aforementioned Proposal Forms NOTE Prices for all �tems, all extensions and total amount of bid must be shown m the Proposal Forms Show pnces in figures Dated CP — I3 '� ��c� Bidder By Title � va.�r' � (Signature) V � �'.� ` �J�[�-4.0 Crty ol8remerton Armin Jahr Elementary Stdewalks Pro�ect I-3 Apnl 2012 Srd Pruposal PROPOSAL FORM ARMIN JAHR ELEMENTARY SIDEWALKS PROJECT BASE BID ITEM SPEC UNIT TOTAL NO. SECTlON DESCRIPTION QTY. UNIT PRICE BID PRICE 1 1-09 7 MOBILtZATION 1 LS $ 20 $ O 2 1-10 PROJECT TEMPORARY 1 LS $ $ TRAFFIC CONTROL 5, (o fPIS.Cap 3 2-07 CLEARING AND GRUBBING 0 6 ACRE $�� °� $( ( 4 2-02 REMOVE ASPHALT CONC 330 SY $ $ PAVEMEN7 . �{, 2 y5�,5p 5 2-02 REMOVE CEMENT CONC 141 SY $ $ SIDEWALKS, DRIVEWAYS AND RAMP �`] •pp 2 3 . 6 2-02 REMOVE CEMENT CONC 1045 LF $ $ CURB AND GUTfER 3• 3 Soo. 7 2-02 FULL DEPTH ASPHALT 12Q0 lF $ $ SAWCUT I • O 10430 $ 2-02 FULL DEPTH CEMENT CONC 60 LF $ $ SAWCUT 3 • 2 d .00 9 2-03 ROADWAY EXCAVATION 5 CY $ 22 . Dp $ 10 2-03 ROADWAY EXCAVATION 0 CY INCL HAUL � �O.00 $ d .� 11 2-03 EMBANKMENT COMPACTION 10 CY $ y5.00 $ 12 4-04 CRUSHED SURFACING TOP 171 TON $ $ COURSE loS� O 1 I .O 13 5-04 HMA CL 1/21N PG 64-22 12 TON $ $ FOR PAVEMEN7 RESTORATION 21 �, pp 2� 580. 14 5-05 CEMENT CONCRETE 21 5Y $ $ PAVEMENT . d � , 15 7-05 ADJUST CATCH BASIN 2 EA $ $ FRAME AND GRATE .315•Op (o . bp 16 7-05 CATCN BASIN TYPE 1 2 EA $ �pp $� � 17 7-12 ADJUST WATER VALVE BOX 2 EA $ 203,q� $ .Ob 98 7•12 ADJUST WATER METER BOX 1 EA $ 2$+5.qp $� , 19 8-01 TEMPORARY EROSION AND 1 LS $ $ SEDIMEN7 CONTROL � 2 .CY� � 2Sp. 20 8-01 INLET PROTEC710N SOCK 9 EA $ O. 00 $ 0. Op Crty of Biemerton Armin Jahr Elementary Srdewalks Pro/ect 1 Apnl 2012 Proposa! Fom► ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE 21 8-01 YARD DRAIN PROTECTION 3 EA $ $ FABRIC rj .O ( `1 . � 22 8-02 TOPSOIL TYPE A 180 CY $ 6'� 7 0 $1 2 23 8-02 SEEDED LAWN 1600 SY $ $ INSTAI.LATION . b l 2� . 24 8-04 CEMENT CONC TRAFFIC 1125 LF $ $ CURB AND GUTTER J(o .(o l . 25 8-04 CEMENT CONC 325 LF $ $ PEDES7RIAN CURB •00 2 25. 26 8-06 CEMENT CONC DRIVEWAY 158 SY $ $ ENTRANCE TYPE I 5� 00 . 27 8-14 CEMENT CONC SIDEWALK 311 SY $ .p $ 28 8-14 CEMENT CONC CURB RAMP 14 EACH $ $ TYPE PARALLEL A a IO�• OO �2 . 29 8-14 CEMENT CONC CURB RAMP 1 EACH TYPECOMBINATION ��0(�.Cb $ °'100. 30 8-20 ADJUST CABLE TV BOX 3 EACH $ 2135. Ou $ , o 31 8-21 PERMANENT SIGNING 1 LS $ 2¢�5,pip $ 2 ,p 32 8-22 REMOVE PAVEMENT 1 LS $ $ MARKINGS 33 8-22 PLASTIC CROSSWALK LINE 240 SF $ 5�00 $ 3 bt�v• TOTAL BASE BID :$ 13 34 �z5 BID ADDITIVE N0.1 ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE 1 2-02 REMOVE CEMENT CONC 132 SY $ $ SIDEWALKS, DRIVEWAYS AND RAMP I`I • C� p 'L 2 2 2-02 REMOVE CEMENT CONC 164 LF $ $ CURB AND GUTTER .3•� � �'j . 3 2-02 FULL DEPTH CEMENT CONC 100 LF sAwcuT � 3. �tb �3 o.ou 4 4-04 CRUSHED SURFACING TOP 35 TON $ $ COURSE (aS.Ov 2 Z (�o C►ty of eremeRon Armin Jahr Elementary S�dewalks Pro/ect 2 Apnl 2012 Proposal Form ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNlT PRICE BID PRICE 5 5-05 CEMENT CONCRETE 3S SY $ $ PAVEMENT - 'J • CX� 2 . 6 8-01 TEMPORARY EROSION AND 1 LS $ $ SEDIMENT CONTROI. �pp. � 7 8-02 TOPSOIL TYPE A 5 CY $ '�,. p$ ,$ $ 8-02 SEEDED LAWt�t 40 SY $ $ INSTALLATION p , d 32.D(� 9 8-04 CEMENT CONC TRAFFIC 164 LF $ $ CURB AND GUT7ER 21. 3 10 8-06 CEMENT CONC DRIVEWAY 93 SY $ $ ENTRANCE TYPE I �F 5. � � TOTAL BID ADDITIVE N0.1 : $ , SUMMARY END OF PROPOSAL FORM Ciry of Bremerton Armm Jahr Elementary Srdewalks Pro�ect 3 Aprll 2012 Proposai Form BID CERTIFICATE (if Corporation� STATE OF �/q,s � � ) ` ��`�� ss COUNN OF � ) I HEREBY CERTIFY that a meeting of the Board of Directors of the � • � ` ` ` � a corporation existing under the laws of the State of �.�1 AS N�,� t� , held on N` Ati t , 20 1=-- , the following resolution was duly passed and adopted "RESOLVED, that -� � S d � L E , as v � �� President of this Corporation, be and is hereby authonzed to execute the Bid dated , c� �u� t� , 20 (z , to the City of Bremerton by thrs Corporation and that his/her execut�on thereof, attested by the Secretary of this Corporat�on, and wdh the Corporate Seal affixed, shall be the official act and deed of this Corporat�on " I further certify that said resolution is now in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporation this ►�'�`�- , day of .St�� , 20 I'z- (SEAL) Crty ojBrenrerton Armin Jahr Elemen�ary Srde►ralks Apr�! 2012 BID CERTIFICATE - 1 ' 1 ' ' , , ' ' 1 ' ' � , ' ' ' , , , � Part I Index Engineer's Certificate PART II Biddrng Reguirements Contract Forms PART I11 Required Contract Prov�sions for Federal Aid Construction Contracts Amendment to the Standard Specificatians Speciai Provisians Appendix A — Wage Rates Appendix B — Contract Drawings Appendix C— City of Bremerton and WSDOT Standard Drawings Crfy of Bremerton Armm Jahr Elementary Sidewalks Pro�ect � � Apnt 2092 1NDEX ' ' , � ' , ' , ' ' , , ' ' ' , , ' 1 � CERTIFICATE OF ENGINEER The techrncal material and data contamed m these Specificat�ons for the Arm�n Jahr Elementarv Sidewalks proJect were prepared under the supervision and direction of the undersigned, whose seal, as a professional engmeer licensed to practice as such, is affixed below Approved by Thomas K�(ckey, P E City Engineer, City cSf Bremerton Public Works and Utdities C�ty of Bremerton Aim�n Jahr Elementary Srdewalks Pro�ect m Apnt2012 CeRificate of Eng�neer `7 / cS � r��Z Prepared and Recommended by Gunnar Fridriksson, P L S, P E Managing Engmeer, City of Bremerton ' � � � ' I' : ' ' BIDDING REQUIREMENTS AND CCINTRACT FORMS � � ' ' ' ' , � ' ' ' ' ' City of Bremer�on ' rtrnun Jahr Elementary Srde�ralks Aprt! 2011 ' LEFT BLANK INTENTIONALLY ' ' 1 [�I ' ' � � �J � ' � ' ' � � Crry aJBren�erton ' Arntrn Jahr Elemenlary Sidewalks Aprrl 2012 , ■ 1 1 1 ' � , ' 1 � � ' , ' ' ' lJ ' NOTICE INVITING BIDS for Armin Jahr Elementary Sidewalks Project RECEIPT OF �BIDS Sealed Bids wiIl be received at the office of the City Clerk of the City of Bremerton, located at 345 6` Street, Bremerton, Washington 98337 until 10 00 A M PST as shown on the wall ciock ins�de the City Clerk's office on June 14, 2012, for the pro�ect Armin Jahr Elementary Sidewalks. Bids received after the specified t�me and date will not be considered OPENING 4F BIDS The bids w�ll be publicly opened and read after 10 00 AM on June 14, 2012, in the o�ce of the C�ty Clerk at 345 6�' Street, Bremerton, Wash�ngton 98337. COMPLETION OF WORK The WORK must be completed v�ntlun thirly (30) worlang days after the commencement date stated in the Notice to Proceed DESCRIPTI4N OF WORK: The WORK to be completed under tlus Contract generally cons�sts of canstruction of approximately 1400 feet of sidewalk, curb and gutter, reconstructing dnveways and other improvements and work zone temporary tra�c control, erosionlsedimentation control and related work PREVIEWING CONTRA.CT DOCUMENTS Contract Documents may be prev�ewed on printer ARC (formerly known as Reprographics Northwest) website (www.e-arc com) Go to http //www e-arc com/locations/219, click on the `Publ�c Planroom' tab and scroll down to find the pro�ect PURCHASING CONTRACT DOCUMENTS The Contract Documents may be ordered from ARC Payment is typically cost of reproduction (non-refundable) Contact B�d Services at ARC m Tacoma, WA 1(800) 337-81Q3, FAX (253) 272-4064, E-mail tacoma bidservicesn,e- arc com � PROPOSALS All bid proposals must be made on the blank forms furnashed in the Contract Documents Sealed envelopes containing b�ds shall be ent�tled Armin Jahr Etementary Sidewalks BID SECURITY Each bid proposal shall be accompanied by a bid proposal deposit in cash, certrfied check, cashier's check, ar surety bond in an amount equal to five percent (5%) of the amount of such bid proposal The fa�lure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be re�ected by the Contracting Agency PERFORMANCE BOND The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price Should the successful bidder fail to enter into such contract and furnish sat�sfactory performance bond within the t�me stated in the specifications, the bid proposal deposit shall be forfeited to the City of Bremerton ' Ctty ojBrenterton ' Arnun Jahr Elenrentary Srdeirolks Aprr12012 I-I �; PROJECT COMMLJNICATION All commurucations reiated to the pro�ect shall be directed to the City prior to operung af Bids: Communication b�phone/fax Gunnar Fridriksson Telephone (360) 473-2354 Facsimile (360) 473-5398 Communication by ma11 Department of Fublic Works and Utilities Engineering Division 3027 Olympus Drive Brernerton, WA 98310 ATTN Gunnar Fridriksson CITY'S RIGHTS RESERVED The City of Bremerton reserves the right to re�ect any and all bids on any or all schedules or alternates ar to wa�ve any informal�t�es in the bidding and shall determine which b�d or bidders is the most satisfactory and responsible bidder and shall be the sole �udge thereof No plea of mistake m the bid shall be availabie to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract The City of Bremerton in accordance w�th Title VI of the Civil Rights Act of 1964, 78 Stat 252, 42 U S C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, Department of Transportation, subtitle A, Office af the Secretary, Part 21, nondiscnmination in federally assisted programs of the Department of Transportation issued pursuant to such Act, hereby notifies a11 b�dders that it will affirmatively insure that �n any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportumty to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, sexual orientation or national orlgin in consideration for an award - END OF NOTICE INVITING BIDS - Crry oJBreneerton Armrn Jahr E(enrentary Srdeivalks ' Aprrl 20l1 �s� ' � ' ' ' ' ' ' ' ' � ' ' ' ' ' � ' ' t BIDDERS CHECKLIST Th�s section summarizes the contract forms required for this pro�ect and is intended as a reference guide for bidders The bidder's attention �s especially directed to the forrns that must be executed in full as required and submitted with the bidder's bid Bid Documents These documents must be executed and submitted to the City �nnth your bid, no later than the designated bid closmg date and time Bids that do not include all of the required farms, properly completed, may be declared unresponsible 1. Con#ractor's Registration 2. Bid Bond Form 3. Non-Collusion Declaration 4. Bid Proposal 5. Proposal Form 6. Bid Certificate Documents to be Execu#ed bv the Successful Bidder The following forms are to be executed after the contract is awarded m accordance w�th Section 1-03 3 Execut�on of Contract of the Speaal Provisions ` 1. Contract 2. Contract Certificate 3. Performance and Payment Bonds 4. Insurance Certificates Gry ojBremerton 1-3 � "' I +I , i ,! z ., Arm�n Jahr Efemenrary S�deiralks Apr►11012 � CONTRACTOR'S REGiSTRATION Name Address Employer's identification number (employer Soc Sec #) (not your personal Sociai Security number) Employment Security Department number Washington Industrial tnsurance number Washington State Excise Tax Registration number Washington State Contractor's Registration number/expiration date City of Bremerton Business License number Crty of Bremerlon Arm�n Jahr Elemenrary S�deivalks Aprv11012 CONTRACTOR REGISTRATlON -/ i ' ' ' ' of ' ' ' ' � � , � ' IN TESTIMONY WHEREOF, The principal and surety have caused these presents to be signed � and sealed this ' � ' ' SR � � * • ' � � • • � • � KNOW ALL MEN BY THESE PRESENTS, That we, as principal, and the . a carporation duly organized under the laws of the state of , and authorized to do busmess in the State of Washington, as surety, are held and firmly bound unto the State of Washington in the full and penal sum of five (5) percent of the total amount of the bid proposal of said principal for the work hereinafter described, far the payment of which, well and truly to be made, we bmd our heirs, executars, administrators and assigns, and successors and assigns, firmly by thes� presents The condition of this bond is such, that whereas the prmcipal herein is herewith submitting hrs or its sealed proposal for the following highway construction, to w1t said bid and proposal, by reference thereto, being made a part hereof NOW, THEREFORE, If the said proposal bid by said principal be accepted, and the contract be awarded to said principal, and if said principal shall duly make and enter into and execute said cantract and shatl furnish bond as required by the within a period of twenty (20) days from and after said award, exclusive of the day of such award, then this obligation shall be null and void, otherwise it shall remain and be in full force and effect day of �. �¢ .�� (Pr�nctpal)___W_� �w �� ~� w (Surety) � (Attorney-�n-fact) �� DOT Form 272-001A EF 07/2011 � ' ' � ' � � ' , u ' ' , � Il ' � ' u , Failure to return this Declaration as part of the bid proposal package will make the bid nonresponsive and ineligible for award. � � �, , � : . - . � I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the folfowing statements are true and correct: 1 That the unders�gned person(s), firm, association or corporat�on has (have) not, either directly or indirectly, entered into any agreement, part�cipated in any collusion, or otherwise taken any action in restraint of free campetitive bidding m connection with the pro�ect for which this proposal �s submitted 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. ►� �' � = �� To report r�gging activ�ties call : 1 1 , , • � The U S Department of Transportation (USDOT) operates the above toll-free "hotline" Monday through Fnday, 8 00 a m to 5 00 p m, eastern time Anyone with knowledge of possible bid rigging, bidder collus�on, ar other fraudulent activities should use the "hotline" to report such activities The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT lnspector General All information will be treated confidentially and caller anonym�ty will be respected DOT Form 272-436H EF Revised 5/O6 � ' ' LJ ' ' 2 Bidder accepts all of the terms and conditions of the Contract Documents, ' including without limitation those m the Notice Inv�tmg Bids and Instructions to Bidders, dealing with the disposition of the Bid security , 3 This B�d w�l! remain open for the period stated in the "Notice Invit�ng Bids" unless otherwise required by law Bidder will enter into an Agreement within the t�me and m the manner required m the "Notice Inviting Bids" and wil! furnish , the msurance certificates, Payment Bond, and Performance Bond required by the Contract Documents BID TO City of Bremerton {Washington) Department of Pubtic Works and Utilities 1 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the CITY in the form included in the Contract Documents to perform the WORK as specified or indicated in said Contract Documents entitled Armin Jahr Elementary Sidewaiks �- � �;•'��_1� Armin Jahr Elementary Sidewalks Pro�ect #2163 , 4 Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged} �J Number Date ' � ' � ' Fadure to acknowledge all addenda shal( render the bid non-responsive and shall be cause for its re�ection 5 Bidder has familiarized itself with the nature and extent of the Gontract Documents, WORK, s�te, locality where the WORK is to be per#ormed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions affectmg cost, progress or performance of the WORK and has made such independent mvestigations as Bidder deems necessary To all the foregoing, and mcludmg all Proposal Forms conta�ned in this Bid, said Bidder � further agrees to complete the WORK required under the Contract Documents within the Contract Time stipulated in said Contract Documents, and to accept in full payment therefore ' Crry oJBre»rerton ' Armin Jahr Elenten�ary Srdeu�afks Aprd 2012 B/D PROPOSAL - 1 the Contract Price based on the Total B�d Price(s) named in the aforementioned Proposal Forms NOTE Pr�ces for all �tems, all extensions and total amount of bid must be shown in the Proposal Forms Show pr�ces in figures Dated Bidder � BY Title Crry of Bremerton (Signature) Arnem Jahr Elemenlary S�de�raJks Aprr! 2012 B!D PROPOSAL - 2 ' ' ' ' � , � : � ��1 � Armin Jahr Elementary Sidewalks Project Project #2163 BID TO City of Bremerton (Washington) Depar#ment of Public Works and Utilities The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with the CITY tn the form included in the Contract Documents to perform the WORK as specified or indicated in said Contract Documents entitled Armin Jahr Elementary Sidewalks Project 2 Bidder accepts all of the terms and conditions of the Contract Documents, including without limitation those m the Not�ce Invitmg Bids and Instructians to Bidders, dealing with the d�sposition of the Bid secunty 3 This Bid will remain open for the penod stated in the "Notice Invitmg Bids" unless atherwise ' required by law Bidder wi(I enter mto an Agreement within the time and in the manner required m the "Notice inv�ting Bids" and wdl furnish the insurance certificates, Payment Bond, and Performance Bond required by the Contract Documents , ' L_'' ' ' C J � � � ' ' J ' 4 Bidder has exammed copies of all the Con#ract Documents including the followmg addenda (receipt of all of which is hereby acknowledged) Number Date Failure to acknowledge all addenda shall render the bid non-responsive and shall be cause for �ts re�ection 5 Bidder has familiarized itself with the nature and extent of the Contract Documents, WORK, site, locality where the WORK is to be performed, the legal requirements (federal, state and local laws, ordinances, rules, and regulations), and the conditions afFecting cost, progress or performance of the W�RK and has made such independent investigations as Bidder deems necessary To ali the foregomg, and tncluding all Proposal Forms contained m this Bid, said Bidder further agrees to complete the WORK requ�red under the Contract Documents within the Contract Time stipulated in said Con#ract Documents, and to accept in full payment therefore the Contrac# Price based on the Total Bid Price(s) named in the aforementioned Proposal Forms NOTE Prices for all �tems, ali extens�ons and total amount of bid must be shown in the Proposal Forms Show pnces in figures Dated Ctty of Bremerton Armrn Jahr Elementary Srdewalks Pro�ect Bidder By Title I-3 (Signature) Apnl 2012 Brd Proposa! ' ..�.�. f . . . .- � , _ . _,� ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE 1 1-09 7 MOBILIZATION 9 L.S $ $ 2 1-10 PROJECT TEMPORARY 1 LS $ $ TRAFFiC CONTROL 3 2-01 CL.EARING AND GRUBBING 0 6 ACRE $ $ 4 2-02 REMOVE ASPHALT CONC 330 SY $ $ PAVEMENT 5 2-02 REMOVE CEMENT CONC 141 SY $ $ SIDEWALKS, DRIVEWAYS AND RAMP � 2-02 REMOVE CEMENT CONC 1045 LF $ $ CURB AND GUTTER 7 2-02 FU�L DEPTH ASPHALT 1200 LF $ $ SAWCUT 8 2-02 FUL� DEPTH CEMENT CONC 60 LF $ $ SAWCUT 9 2-03 ROADWRY EXCAVATI�N 5 CY $ $ 10 2-03 ROADWAY EXCAVATION 0 CY $ $ INCL HAUL � � 2-03 EMBANKMENT COMPACTION 90 CY $ $ 12 4-04 CRUSHED SURFACING TOP 171 TON $ $ COURSE 13 5-04 HMA CL 1/2 IN PG 64-22 12 TON $ $ FOR PAVEMENT RESTORATION 14 5-05 CEMENT CONCRETE 21 SY $ $ PAVEMENT 15 7-05 ADJUST CATCH BASIN 2 EA $ $ FRAME AND GRATE 16 7-05 CATCH BASIN TYPE 1 2 EA $ $ 17 7-12 ADJUST WATER VALVE BOX 2 EA $ $ 18 7-12 ADJUST WATER METER BOX 1 EA $ $ 19 8-01 TEMPORARY EROSION AND 1 LS $ $ SEDIMENT CONTROL 20 8-01 INLET PRqTECTION SOCK 9 EA $ $ Crty of Bremerton Armin Jahr EJemenfary Srdewalks Pro�ect 1 Apnl 2012 ' ProposalForm ' ' � � ' ' , , ' , � ' , ' ' ' ' , ' ' ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTI4N QTY. UNIT PRICE BID PRICE 2'� 8-01 YARD DRAIN PROTECTION 3 EA $ $ FABRIC 22 8-02 TOPSOIL TYPE A 1$0 CY $ $ 23 8-02 SEEDED �AWN 160Q SY $ $ (NSTALIATt�N 24 8-04 CEMENT CONC TRAFFiC 1125 L� $ $ CURB AND GUTfER 25 8-04 CEMENT CONC 325 �� $ $ PEDESTRIAN CURB 26 8-06 CEMENT CONC DRIVEWAY 158 SY $ $ ENTRANCE TYPE I 27 8-94 CEMENT CONC SIDEWALK 311 SY $ $ 2$ 8-14 CEMENT CONC CURB RAMP 14 EACH $ $ TYPE PARALLEL A 29 8-14 CEMENT CONC CURB RAMP 1 EACH $ $ TYPE COMBINATION 30 8-20 ADJUST CABLE TV BOX 3 EACH $ $ 31 8-21 PERMANENT SIGNING 1 LS $ $ 32 8-22 REMOVE PAVEMENT 1 LS $ $ MARKINGS 33 8-22 PLASTIC CROSSWALK LINE 240 SF $ $ TOTAL BASE BID : $ : � . �.r � ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE 1 2-Cl2 REMOVE CEMENT CONC 132 SY $ $ SIDEWALKS, DRIVEWAYS AND RAMP 2 2-02 REMOVE CEMENT CONC 164 LF $ $ CURB RND GUTTER 3 2-42 FULL DEPTN CEMENT CONC 100 LF $ $ SAWCUT 4 4-04 CRUSHED SURFACING TOP 35 TON � � COURSE C�ry of eremerfon Armtn JahrElementary S�dewalks Pro/ect 2 Apnl 20i2 Proposal Form ITEM SPEC UNIT TOTAL NO. SECTION DESCRIPTION QTY. UNIT PRICE BID PRICE 5 5-Q5 CEMENT CONCRETE 39 SY $ $ PAVEMENT g 8-01 TEMPORARY EROSION AND 1 LS $ $ SEDtMENT CONTROL 7 8-02 TOPSOIL TYPE A 5 CY $ $ $ $-02 SEEDED LAWN 40 SY $ $ lNSTALLATION g 8-04 CEMENT CONC TRAFFIC 164 LF $ $ CURB AND GUTTER 10 8-06 CEMENT CONC DRIVEWAY 93 SY $ $ ENTRAfVCE TYPE i TOTAL BID ADDITIVE NO. 1: $ SUMMARY TOTAL BASE BiD : $ TC}TAL BID ADDITIVE NO. 1: $ GRAND TOTAL BASE B{D AND BtD ADDITIVE NO. 1: $ END OF PROPOSAL FORM , C�ty of Bremerton Arm�n Jahr Elementary S�dewalks Pro�ect 3 ; Apnl 2012 Proposa! Form � ' ' � ' � , ' , , ' � , ' , ' ' ' ' � BID CERTIFICATE (if Corporation) STATE OF C4UNTY OF ) ) SS ) I HEREBY CERTIFY that a meeting of the Board of Directors of the a corporation existmg under the laws of the State of , held on , 20 , the followrng resolution was duly passed and adapted "RES�LVED, that , as President of this Corporation, be and is here6y authorized to execute the Bid dated , 20_, to the City of Bremerton by this Corporation and that h�s/her execubon thereof, attested by the Secretary of this Corporation, and with the Corporate Seal affixed, shall be the official act and deed of this Corporation " I further certify that said resolution is now in full force and effect IN WITNESS WHERE�F, I have hereunto set my hand and a�xed the official seal of the corporation this , day of , 20 Secretary (SEAL) Crty of Bremer�on Armrn Jahr Elementary 5rdewalks Aprrl 2012 81D CERTIF/C�1TE - 1 BID CERTIFICATE (if Limited Liability Companyj STATE OF COUNTY OF ) ) SS ) i HEREBY CERTIFY that a meeting of the Members of the aLimited Liability Company existing under the laws of the State of , held on , 20 , the following resolution was duly passed and adopted "RESOLVED, that , and as members of this Lim�ted Liabdity Company, be and are hereby authorized to execute the Agreement dated , 20 to the City of Bremerton by this Limited Liability Company and that their execution thereof, shali be the officiai act and deed of this Limited Lrabil�ty Company " I further certify that said resolution is now in full force and effect � IN WITNESS WHEREOF, I have hereunto set my hand this day of 20 A Limited Liabdity Company � By Member By Member (SEAL) Crty ajBrenrerton Armrn Jahr Efementary Srdeiralks ' Apn11011 B1D CERTIFICATE - 2 , I � � ' ' ' � ' , , � ' , ' � ' , � � ' BID CERTIFICATE (if Partnership) STATE OF COUNTY OF ) ) SS ) I HEREBY CERTIFY that a meeting of the Partners of the a partnership existing under the laws of the State of , held on , 20 , the followmg resolutton was duly passed and adopted RESOLVED, that , as , Generai Partner of the Partnership, be and is hereby authonzed to execute the Bid dated , 20 , to the City of Bremerton by this Partnership and that his/her execution thereof, attested by the General Partner shali be the officiai act and deed of this Partnership " I further cert�fy that said resolution is now in full force and effect IN WiTNESS WHEREOF, I have hereunto set my hand this , day of , 20 General Partner (SEAL) Crty of Bremerton Armrn Jahr Elemenlary Srdeiralks ,4pnl 2�12 BID CERTIF/CATE - 3 B1D CERTIFICATE (if Joint Venture) STATE OF COUNTY OF ) ) SS ) t HEREBY CERTIFY that a meetmg of the Pnncipals of the a Joint venture existing under the laws of the State of , heid on , 20 , the followmg resolution was duly passed and adopted "RESOLVED, that ' , as of the Joint Venture, be and is hereby authonzed ta execute the Bid dated , 2Q , to the City of Bremerton by this Jomt Venture and that his/her execution thereof, attested by the shall be the official act and deed of this Joint Venture " I further certify that said resolution is now m full force and effect IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 20 Managmg Partner (SEAL) Crty af Bremertan Rnn�n Jahr Elentenlary S�de�ra/ks Aprt! 2012 BID CERT/FICATE - 4 � , THIS AGREEMENT is dated the ' � ' ' ' , ' � ' ' ' ' ' ' ' CONTRACT day of by and between City of Bremerton (hereinafter called CITI� and in the year 20 (here�nafter called CONTRACTOR) CITY and CONTRACTOR, in consideration of the mutua[ covenants heremafter set forth, agree as follows ARTICLE 1 WURK CONTRACTOR shall complete the WORK as specified or indicated m the C(TY's Contract Documents ent�tled Armin Jahr Elementary Sidewalks ARTICLE 2 CONTRACT TIMES The WORK shail be completed within 30 workmg days fram the commencement date stated in the Notice to Proceed T�me is af the essence as to each and every deadline set forth in this agreement This provision has been speafically negotiated ARTICLE 3 L[QUIDATED DRMAGES CITY and the CONTRACTOR recogrnze that time �s of the essence of th�s Agreement _ and that the CITY will suffer financial loss if the WORK is not compieted within the time spec�fied in Article 2 herem„ plus any extensions thereof aliowed m accordance with - Section 1-08 8 of the Standard Specifications which may be mod�fied by the Special Provisions They also recogrnze the delays, expense, and difficulties invo(ved in proving in a legal proceeding the actua( loss suffered by the CITY if the WORK is not completed on time Accord�ngfy, mstead of requiring any such proof, the CONTRACTOR shall pay the CITY liquidated damages for each day that expires after the time specified in Article 2 here�n and Special Provision 1-08 5 for Substantial Completion and Final Completion of the WORK in accordance with Section 1-08 9 of the Standard Specifications as may be modified by the Special Provisions ARTIC�E 4 CONTRACT PRICE C(TY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the Bid Proposa(, which shall �nclude sales tax as provrded m Section,1-07 2(2) of the Special Provisions ARTICLE 5 PAYMENT PROCEDURES CONTRACTOR shall submit Applications for Payment in accordance with Section 1-09 9 of the Standard Specifications wh�ch may be modified by the Special Provisions Applications for Payment wdl be processed by ENGINEER as provided m the Special Provisions Contractor Initials � Crry oJBremerton CONTRACT -1 Arnrin Jahr Eten�entary Srdeiralks Aprr! 2017 i� � ARTICLE 6 CONTRACT DOCUMENTS The Contract Documents which compnse the ent�re agreement befinreen CITY and CONTRACTOR concernmg the WORK consist of this Contract (pages Contract-1 to Contract-7, inclusive) and the followmg attachments to this Contract o Notice lnviting Bids, o Bidders Checklist, o Bid Proposal including the Proposal Forms, Information Required of Bidder, Bid Bond, and all required certificates and affidavits, o Performance Bond, o Payment Bond, o Standard Specifications, o Special Provisions, o Contract Plans, o Addenda numbers to , rnclusive o Change Orders which may be del�vered or issued after Effective Date of the Agreement and are not attached hereto There are no Contract Documents other than those listed in this Article 6 The Contract Documents may only be amended by Change Order as provided in Sect�on 1-04 4 of the Standard Specificat�ons which may be mod�fied by the Special Provisions ARTICLE 7 fNDEMNIFICATION The CONTRACTOR and CITY acknowledge and agree that they have negotiated the followrng in accordance with the requirements of RCW 4 24 115 and the CONTRACTOR specifically wa�ves h�s immunity under industrial msurance under Title 51 RCW To the fullest extent permitted by Laws and Regulations, the CONTRACTOR shall mdemnify, defend, and hold harmless the CITY, ENGINEER, their consultants, subconsultants, and the officers, directors, employees, and agents of each and any of them, against and from any and all claims, in�unes, damages, losses or su�ts, mcluding all legal costs and attorney fees, all claims and liability ansing under, by reason of, related, or incidental to the Contract Documents or any perFormance of the WORK, but not from the sole negligence or willful misconduct of the CITY and/or the ENGINEER as further defined m the Contract Qocuments The provisions of this section shall survive the termmat�on of the contract Contractor Irntials Crty of Bremerton CONTRACT -2 Armrn Jahr Elementar}� Srdei+�alks � Aprrl 10/1 ' ' � ' ' , ' 1 , � ' � ' � , ' , , ARTICLE 8 ASSIGNMENT No assignment by a party hereto of any nghts under or interests in the Contract Documents wdl be bmding on another party hereto without the wntten consent of the party sought to be bound, and specifically but w�thout (imitation monies that may become due and monies that are due may not be assrgned wtthout such consent (except to the extent that the effect of this restriction may be lim�ted by Iaw), and unless specifically stated to the contrary �n any wntten consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents The CITY, �n its sole discretion, may refuse to allow the CC�NTRACTOR to assign any or all of its duties, rights and/or responsibilities under the Agreement, except with regards to an assignment of funds for secur�ty purposes In the case of an assignment for secunty purposes the CITY may condition its approval to the extent �t deems necessary to assure that there w�ll be adequate funds to complete the WORK and to pay a subcontractors and suppliers CITY and CONTRACTOR each binds �tself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, ass�gns and legal representatives �n respect of ail covenants, agreements and obl�gations contained in the Contract Documents IN WITNESS WHEREOF, CITY and CONTRACTOR have caused this Agreement to be � - executed the day and year first above wr�tten CITY Citv of Bremerton : Attest Address far giving notices Approved as to Form (Signature) (Title) ' City of Bremerfon CONTRACTOR By [CORPORATE SEAL] Attest Address for giving notices License No Agent for service of process CONTItACT -3 �- Armrn Jahr Elementary Srdetivalks Aprd 2012 ' CONl°RACT CERTIFICATE (if Corporation) STATE OF COUNTY OF SS I HEREBY CERTIFY that a meeting of the Board of D�rectors of the a corporation existing under the laws of the State of , held on , 20 , the followmg resolution was duly passed and adopted "RESOLVED, that , as President of the Corporation, be and is hereby author�zed to execute the Agreement dated , 20_, by and between th�s Corporation and City of Bremerton and that his/her executron thereof, attested by the Secretary of the Corporation, and with the Corporate Seal a�xed, shall be the officiai act and deed of this Corporation " 1 further certify that said resolution �s now m full force and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the corporat�on thts , day of , 20 _ Secretary (SEAL) Gty oJBremer�on CONTRACT -d Arnun Jahr E(enrentary Sideivalks 1 Aprv11011 , , , ' STATE OF � COUNTY OF � ' CONTRACT CERTIFICATE (if Partnership) ) ) SS } I HEREBY CERTIFY that a meeting of the Partners of the -- _ a partnership existmg under the laws of the State of , e on � , 20 , the fol(owing resolution was duly passed and adopted , LJ ' � "RESOLVED, that , as of the Partnership, be and is hereby authorized to execute the Agreement dated , 20 , by and between this Partnership and City of Bremerton and that hislher execution thereof, attested by the shall be the official act and deed of this Partnersh�p " I further certtfy that said resolution is now m full force and effect lN WITNESS WHEREOF, ! have hereunto set my hand this _, day of �, 20 � � I (SEAL.} ' ' � , Crry ojBremerton ' Partner CONTRACT -5 Armin Jahr Elenren►ary Srdeiralks Apr�l 2()11 STATE 4F COUNTY OF CONTRACT CERTIFICATE (if Joint Venture) ) } SS ) I HEREBY CERTIFY that a meeting of the Principals of the a�oint venture existing under the laws of the State of � , held on , 20 , the follow�ng resolution was duly passed and adopted "RESOLVED, that , as of the Jomt Venture, be and �s hereby author�zed to execute the Agreement dated , ZO , by and between this Jamt Venture and City of Bremerton and that his/her execution thereof, attested by the shall be the official act and deed of this Joint Venture " ' l further certify that said resolut�on is now in full #orce and effect !N WITNESS WHEREOF, I have hereunto set my hand this ,, day of , 20 Managmg Partner {SEAL) CONTR.4CT -b Crty of Bremerlon Arnrrn Jahr Etenren�ary Sideu�alks Aprrl 2012 ' , ' STATE OF t COUNTY OF ' ' CONTRACT CERTIFICATE (if Limited Liability Company) ) ) SS ) I HEREBY CERTIFY that a meeting of the Members of the � a Limited Liability Company existing under the Iaws of the State of , held on , 20 , the followmg resolution was duly passed and ' adopted ' "RESOLVED, that , and as members of the Limited Liability Company, be and are hereby authorized to execute the Agreement dated , ' 20 , to the City of Bremerton by this l.im�ted L�ability Company and that their execution thereo# shall be the official act and deed of this L�mited L�abdity Company " ' I further certify that said reso(ution is now in fu[i force and e#fect , (N WITNESS WHEREOF, t have hereunto set my hand this _, day of , 20 ' � 1 ' , (SEAL)END OF AGREEMENT , C�ty of Brenrerron ' CONTR,4CT -7 A Limited Liabdity Company By Member BY, Member ' Armrn Jahr ElemenJary Sidett�alks Aprrl 2012 THIS PAGE LEFT B�ANK (NTENTIONALLY coNrRacr-1 ' Crry of Bremerton Armrn Jahr Efentenlary 5rdeu�alks Aprr! 2012 � 1 PERFORMANCE BOND �J KNOW ALL MEN BY THESE PRESENTS, ' That � and . � , dollars, ' for the payment of which sum, well and truly to be made, we bmd ourselves, our heirs, executors, admmistrators, successors, and assigns, �ointly and severally, firmly by these presents ' �,� IJ as CONTRACTOR, as Surety, are held and firmly bound unto City o# Bremerton hereinafter called "CITY," in the sum of THE C�NDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said CITY to perform the WORK as spec�fied or indicated in the Contract Documents entitled "Armin Jahr Elementary Sidewalks", now, therefore, ' If the CONTRACTOR fails to timely or properly perForm any of the requirements of the Contract Documents at the t�mes and in the manner contamed therein, then the City may perform the WORK, or contract to have the WORK performed and, the Surety, upon � written proof of the amounts expended, including the rates for CITY personnel specified tn C�ty code or regulation, shall, without condition, pay said arnount in US Funds, by certified or cashier's check, within 5 days of demand by the C�ty This may require periodic ' payments by Surety if the work is ongo�ng and the City become obligated to make payments m order to have the WORK compieted � , r--� L� , ' ' PROVIDED, that any alterations m the WORK to be done or the materiais to be fumished, or changes in the time of complet�on, which may be made pursuant to the terms of sa�d Contract Documents, shall not m any way release said CONTRACTOR or said Surety hereunder, nor shall any extensions of time granted under the provisions of said Contract Documents, release either said CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby waived by said Surety The obligat�on of the Surety shaEl include reimbursing the City for all costs and expenses, (including, but not I�mited to fee and charges of engineers, arch�tects, attorneys, and other profess�onais, and court costs �f litigation is commenced) mcurred by the CITY in enforcmg the prov�sions of this Bond PERFORMANCE BpND -1 City of Bremerton ftrn�rn Jahr E/emen�ary Srdeu�alks Aprt! 20/2 �l !N WITNESS WHEREOF, we have hereunder set our hands and seals this day of , 2Q (SEAL) (SEAL) (CONTRACTOR) (Surety} By By (S�gnature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKNOWLEDGEI�AENT OF SURETI� Address of surety to which all notices shall be sent Address for service of process (must be a physica! address) City of Bremerton PERFORMANCE BOND -? Armrn Jahr Elen�entary Srdetii�atks Aprt! 2012 � � � 1 ' ' ' u � ' , �� KNOW ALL MEN BY THESE PRESENTS, That as CONTRACTOR, and as Surety, are held and firmly bound unto City of Bremerton heremafter called "C[TY," in the sum of doilars, for the payment of which sum, well and truly to be made, we bmd ourselves, our heirs, executors, administrators, successors, and assigns, �ointly and severally, firmly by these presents THE CONDITIONS OF THIS OBLIGATION ARE SUCH, that said CONTRACTOR has been awarded and is about to enter mto the annexed Agreement with said ClTY to perform the WORK as spec�ed or indreated m the Contract Documents ent�tled "City of Bremerton, Armin Jahr Elementary Sidewalks", now, therefore, If said CONTRACTOR, or subcontractor, fails to pay for any materials, equipment, or ' other supplies, or for rental of same, used in connection with the performance of work contracted to be done, or for amounts due under applicable State law for any work or labor thereon, sa�d Surety will pay for the same in an amount not exceeding #he sum ' spectfied above, and, in the event su�t is brought upon this bond, reasonable attorney's fees to be fixed by the court This bond shall inure to the benefit of any persons, , companies, or corporations entitled to file claims under applicable State law so as to give a right of action to them or their assigns �n any suit brought upon this bond � , ' � �I� � , PROVIDED, that any alterations m the WORK to be done or the materials to be furnished, or changes in the time of completion, which may be made pursuant to the terms of sa�d Contract Documents, shall not in any way release said CONTRACTOR or said Surety thereunder, nor shall any extensions of time granted under the provis�ons of said Contract Documents release either sa�d CONTRACTOR or said Surety, and notice of such alterations or extensions of the Agreement is hereby wa�ved by sa�d Surety The obligation of the Surety shall inctude reimburs�ng the City of all costs and expenses, (mciuding, but not limited to fee and charges of engineers, arch�tects, attorneys, and other professionals, and court costs if i�t�gation is commenced) mcurred by the CITY in enforcing the prov�sions of this Bond PAYrL/ENT BOND -1 City of Bremerton Armrn Jahr Elementary Stdewalks Apr�! 20/2 ' IN WITNESS WHEREOF, we have hereunder set our hands and seals this day of , 20 (CONTRACTOR} (Surety} By By (Signature and SEAL) (Signature and SEAL) (SEAL AND NOTARIAL ACKN(�WLEDGEMENT OF SURETY) Address of surety to which ail notices shall be sent Address for service of process (must be a physicai address) i PAYMENT BOND -2 City of Bremerton Armin Jahr Elemenmry Srdei+�atks Aprr! 2U12 ' ' ' ' ' 1 ' , ' ' ' ' � � , � � � . � '` • , •�� ' ' , REQUIRED CONTRACT PROVISIONS FEOEftAL-AID CONSTRUCTION CONTRACTS Page , I General 1 II Nondiscnmination 1 III Nonsegregated Facil�ties 3 IV Payment of Predetermined Minimum Wage 3 V Statements and Payrolis 5 ' VI Record of Materiats, Supplies and Labor 5 VII Subletting or Assigning the ConVact 5 VIII Safety Acc�dent Prevention 6 IX False Statements Conceming Highway Pro�ects 6 X Impiementation of Clean Air Act and Federat Water Pollutio� Control Act 6 ' XI CertificaGon Regarding Debarment, SUSpension, Ineti�ibdity and Voluntary ExGus�on 6 XII Certification Regardmg Use of Contract Funds for Lobbying 8 � ' 1 ' � , ' , ' � n � , ATfACHMENTS Employment Preference for Appalachian Contracts {induded m Appslachian contracts oniy) I GENERAL 1 These conVact prov�sions shall apply to all work pertortned on the cantract by the contractor's own or arnzatlon and w�th the assistance of workers under the contracto�s immediate supennten- dence and to all woric performed on the contract by piecework, station wark, or by subcontract 2 Except as otherwise prov�led for �n each section, the contraaor shail insert m each subcontract all of the stipulatians contained m these Required Contract Pro�nsions, and further require their �nGusion m any lower tier subcontract or purchase order that may in tum be made The Reqwred Contract Pravisions shail not be �ncorporated by reference in any case The pnme contractor shall be responsible for compliance by any subcontractor or lower tier subcontrador wdh these Required Contract Provisions 3 A breach of any of the stipulations contained in these Required Contract Prowsions shall be su�Gent grounds for termfnation of the contract 4 A breach of the following dauses of the Reqwred Contract Prows�ons may also be grounds for debarment as prov�ded in 29 CFR 5 12 Section I, paragraph 2, Section IV, paragraphs 1, 2, 3, 4, and 7, Sectfon V, paragraphs 1 and 2a through 2g 5 Disputes ansmg out ofthe labor standards prowsions of Section IV (except paragraph 5) and Section V of these Required Contract Prov3s�ons shali not be sub�ect to the general disputes ciause of this contract Such disputes shall be resolved in accorcJance with the procedures of the U S Department of Labar (DOL) as set forth m 29 CFR 5, 6, and 7 Disputes with�n the meaning of this clause �nGude disputes between the contractor (or any of its subcontracto�s) and the contracting agency, the DOL, or the contractor's employees or their representatives 6 Selaction of Labor Dunng the performance of this contract, the contractor shall not a discnminate against laborfrom any other State, possession, o�temtory ofthe United States (except foremployment preference fo� Appalachian contracts, when applicable, as speafied in Attachment A), or b employ conwct labor for any purpose w�thin the limits of the pro�ect unless �t is labor perFormed by convicts who are on parole, supervised release, or probation it NONOiSCRiMtNATiON (Applicable to all Federal-aid construction contracts and to all Form FHWA-1273 (Rev 3-94) related subcontracts af $10,000 or more ) 1 Equat Employment 4pportunity Equal employment opportu- rnty {EEO} requirements not to discrim3nate and to take affirmatrve adlon to assure equal opporturnty as set forth under laws, executwe orders ruies, regulaUons (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of the Secretary of Labor as modifred by the provisions prescribed here�n, and imposed pursuant to 23 U S C 144 shall consiitute the EEO and specific affirmative achon standards for the contractor's pro�ect activ�ties underthis conlrad The Equai Opportu- rnty Construction Contract Specifiqtions set forth under 41 CFR 60- 4 3 and the provisions of the Amencan Disabdities Act of 1890 (42 U S C 12101 et se�c ) set forth under 28 CFR 35 and 29 CFR 1630 are incarporated by reference in this contract In the exea�tion of this contract, the contractor agrees to comp�y w�th the fallowing mmimum specific reqwrement actrodies af EEO a The contractor will work with the State h�ghway agency (SHA) and the Federal Govemment in carrying out EEO obligations and m their review af his/her activ�ties under the contract b The conUactor wdl accept as his operating pol�cy the followmg statement "It is the poi�cy of this Company to assure that applicants are emptoyed, and that employees are treated dunng employment, wdhout regard to their race, religion, sex, color, national ongin, age or disabd�ty Such action shall �nclude employment, upgrading, demotion, or transfer, recruitmeni or recruitment advertising, layoff or terminaiion, rates of pay or other forms of compensation, and selection for traimng, including apprenUce- sh�p, preapprent�ceship, and/or on-the-job traming " 2 EEO Officer The contractor wdl des�gnate and make known to the SHA contracting officers an EEO Officer who wdl have the respo�sibiliryfor and must be capable of effectively administenng and promoting an active contractor pragram of EEO and who must be ass�gned adequate authonty and respons�bdity to do so 3 Dlsseminatlon of Policy All members of the contracto�s staff who are authorEzed to hire, supervise, promote, and discharge employees, or who recommend such action, or who are substantially mvolved �n such action, wdl be made fully cogrnzant of and wdl implement, the contractor's EEO policy and contractual responsibdi- hes to prov�de EEO in each grade and Gassification of employment To ensure that the above agreement wfit be met, the following actions wdl be taken as a m�nimum a Penodic meehngs of supernsory and personnel office employees wtll be conducted before the start oi work and then not less often than once every six months, at which time the contractor's EEO policy and Ks implementation wdl be reviewed and explained The meetmgs wdl be conducted by the EEO Officer b All new supervisory or personnel office employees will be given a thorough indoctnnation by the EEO Officer, covenng all maJor aspects of the contractor's EEO obligations within thirty days following ttieir reporting for duty with the contractor c Ail personnel who are engaged in drcect recruitment far the project will be mstructed by the EEO Officer in the contractors procedures for locating and hmng minonty group employees d Notices and posters settmg forth the contracto�'s EEO pol�cy will be placed in areas readily access�ble to employees, applicants for empioyment and potential empioyees e The contractor's EEO policy and the procedures to imple- ment such poticy witl be brought to the attenhon of employees by means of ineetings, empioyee handbooks, or other appropnate means 4 Recruttment When advertising for employees, the contractor wdl indude �n afl advertisements for employees the notat�on "An Equal Opportunity Employer" All such advertisements wdl be placed Page t ' �n publicat�ons having a large atculation among mmoritygroups in the area from which the project work force would normaliy be derived a The wntractor will, unless preciuded by a val�d bargammg agreement, conduct systematic and direct recxudment through public and pnvate employee referral sources likety to yieid qualified minonty group appUcants To meet this requirement, the conUactor wiil identify sources of potential minonty group employees, and establish wdh such identified sources procedures whereby mmonty group appl�cants may be referred to the contractor for employment consider- adon b In the event the contrador has a valid bargaining agreement prov�ding for exclusive hmng hall referrals, he is expected to observe the prowsions of that agreement to the extent that the system permits the conVactor's compliance with EEO conUact prowsions (The DOL has held that where implemeniation of such agreements have the effect of discnminatmg agamst minorities or women, or obligates the contractor to do the same, such implementat�on wolates Executive Order 11246, as amended ) c The contractorwdl encourage his present employees to refer minonty group applicants for employment Information and proce- dures wdh regard to refemng mmonty group applicants will be discussed with employees 5 Personnet Acttons Wages, working condiUons, and employee benefits shail be established and admirnstered, and personnei actions of every type, inciuding hiring, upgrading, promotion, transfer, demo6on, layoif, and termination, shall be taken w(thout regard to race, color, rebgion, sex, national ongm, age or disability The following procedures shall be followed a The contractor wdl conduct penodic rospec6ons of pro�ed s�tes to insure that workmg cond�Uons and employee facdities do not indicate discnminatory treatment of pro�ect site personnel b The contractorwdl penod�cally evaluate the spread ofwa�es paid with�n each Gassiflcation ta determine any ewdence of discnmi- natory wage practices c The contractor wdl penodically review seleded personnel adions in depth to determine whether there is ewdence of discnmma- tion Where evidence is found, the contractor wdl promptly take corrective adion If the rewew indicates that the discnminat�on may extend beyond the actions reviewed, such correctroe action shall include all affected persons d The contractor wdl promptly mvesd�ate ail complaints of alleged discnmination made to the contrador in connecUon w�th his obl�gations under this contract, wdl attempt to resalve such com- plaints, and wdl take appropnate corrective acUon with�n a reasonable Ume If the mvestigation �ndicates that the dlsc�imination may affed persons other than the complamant, such corzective action shall mGude such other persons Upon completion of each mvestigation, the contractor wdl inform every complainant of afl of his avenues of appeal 6 Training and Promotton a The contractor will assist in locating, qualifying, and increasmg the skdls of mmony group and women employees and applicants for employment b Consistentwiththecontractorsworkforcerequirementsand as permissible under Federal and State regulahons, the contrador shali make full use of training programs, i e, apprenticesh�p, and on-the�ob Vaining programs for the geograph�cal area of contract performance Where feasible, 25 percent of apprent�ces or trainees in each occupation shall be in their flrst year of apprenticeship or training In the event a special provision fortraming is prav�ded under this contract, this subparagraph wlll be superseded as mdicated in the special prov�sion c The coniractor will advlse employees and applicants for employment of avallabte training programs and entrance require- ments for each � d The contractor will pe�iodically review the trammg and promoUon potential of minonty group and women employees and will encourage eligible employees to apply for such training and promo- tion 7 Unlons If the contractor relies in whole or in part upon unions as a source of employees, the contractor will use histher best efforts to obtain the cooperation of such unions to increase opportumties for m�nonty groups and women within the urnons, and to effect refenals by such urnons of mmonty and female employees Achons by the contractor either directly or through a contractors assoaation actmg as agent wdl indude the procedures set forth below a The contractor will use best eflorts to develop, m coopera- Uon with the unions, joint training programs aimed toward quallfying more mmonty group members and women for membershrp in the unions and mcreasmg the sktlls of minonty group employees and women so that they may qualify for higher paying empioyment b The contractor wtll use best efforts to lncorporate an EEO clause into each union agreement to the end that such urnon wdl be contradualiy bound to refer applicants wRhout regard to their race, color, rel�gion, sex, natfonal ongin, age or disability c The contractor is to obtain information as to the referral practices and policies of the labor union except that to the extent such information Is within the exGusive possession ofthe labor umon and such labor urnon refuses to fumish such information to the contractor, the contractor shall so certity to the SHA and shall set farth what efiorts have been made to obtam such information d In the event the union is unable to pro+nde the contractor with a reasonable flow ofminority and women referrals w�thin the Ume limit set forth in the collectroe bargaining agreement, the contractor wdl, through independent recruitment efforts, fill the employment vacanc�es without regard to race, color, religion, sex, natianal ongin, age or dlsabiiity making full efforts to obtain qual�fied andlor qual�fiable minonty group persons and women (The DOL has held that �t shall be no excuse that the union with wh�ch the contractor has a collective bargaining agreement providing for excluswe referrat faUed to refer mino�y employees ) In the event the urnon referral practice prevents the contrador from meeting the obiigations pursuant to Exea�tive Order 11246, as amended, and these special prov�sions, such contractor shall immediately notify the SHA 8 Selection of Subcon4ractors, Procurement of Materials and Leastng of Equipment The contractor shall not discnmmate an the grounds of race, color, religion, sex, national o�gm, age or disability m the selection and retenUon of subcontractors, including procure- ment of matenals and leases of equipment a The contractor shall noNfy all patential subcontractors and suppliers of his/her EEO obligations under this contract b Disadvantaged busmess enterprises (DBEj, as defined m 49 CFR 23, shall have equal opportundy to compete for and perfortn subcontracts which ihe contractor enters into pursuant to fhis contrad The contractor wdi use his best efforts to solicit bids from and to u6lize DBE subcontractors or subcontractors with meanmgful minonty group and female representat�on among their employees Contractors shall obtain lists of DBE consirucGon firms from SHA personnel c The contractorwili use his best efforts to ensure subcontrac- tor compliance with their EEO obl�gations 9 RecoMs and Reports The contractor shall keep such records as necessary to document compliance with the EEO reqwrements Such records shall be retafned for a penod of three years following completfon of the contrad wotic and shall be available at reasonable times and piaces for inspedion by authonzed representatrves of the SHA and the FHWA a The records kept by the contractor shail document the followmg (1) The number af m�nonty and non-minonty group members and women empioyed In each work classi6cation on the proJect, (2j The pro�ress and eflorts be�ng made in cooperation with unions, when applicable, to increase employment opportundies for minonties and women, (3) The progress and efforts befng made in locating, hinng, Vaining, qualifymg, and upgrading minonty and female employees, and (4) The progress and efforts being made in secunng the services ot DBE subcontractors or subcontractors wdh meaningful minonty and female representahon among their emplayees 6 The contractors wdl submit an annual report to the SHA Page2 FoRC1 FHWA-1273 (Rev 3-94) ' � � , � I I L� ' ' ' i � ' 1 �I , L� ' ' ' � each July for the duration of the pro�ect, mdicaUng ihe number of minonty women, and non-m�nonty group emp�oyees currently engaged in eadi work classification required by the contract work Th3s information is to be reparted on Form FHWA-1391 If on-the Job traming is being reqwred by spec�al pravision, the cantractor wdi be reqwred to coltect and repoR training data iit NONSEGREGATED FACILtTiE5 (ApplEcable to all Federai-aid construction contrads and to ali related subcontracts of $10,000 ar more ) a By submission of this bid, ihe execution of this contract or subcontract, or the consummation of this matenat suppiy agreement or purchase order, as appropnate, the bidder, Federal-aid construc- Uon wnVactor, subcontractor, matenal supplier, or vendor, as appropnate, certifies that the firm does not mainta�n or provide for �ts employees any segregated faGlities at any of its establishments, and that the firm does not permit its employees to perform their services at any location, under ds control, where segregated facdities are maintained The firm agrees that a 6reach of ihis oertification �s a wolation oi the EEO provisions of this contract The firm further certifies that no employee wdl be derned aocess to adequate tactl�ties on the basis of sex or disabtlity b As used �n this certification, the term "segregated facdities" means any wa�ting rooms, work areas, restrooms and washraoms, restaurants and oiher eatmg areas, timeciocks, locker rooms, and other starage or dressing areas, parking lots, dnnking fcuntains, recreaUon or entertainment areas, transportation, and housing facflities provided for ernployees which are segregated by explidt direct�ve, or are, !n fact, segregated on the basis of race, color, religion, nationai ongm, age or disabilky, because of habit, local custom, or otherwise The only exceptian wdi be for the disabied when the demands for accessibility ovemde (e g disabled parking) c The contractor agrees that d has obtained or wil� obtam identical certification from propased subcontractors or matenal suppliers pnor ta award of subcontracts or consummation of material supply agreements of $10,000 or more and that d v�nll retain sUCh certificatans in rts frles - tV PAYMENT OF PREDETERMiNED MINIMUM WAGE (Applrcable to ail Federal-aid construction contracts exceeding $2,b00 and to all related subcontracts, except for pro�ects located on roadwaysclassified as local roads or rural m�nor collectors, wh�ch are exempt } , i Generat a Ail mechanics and laborers employed or work�ng upon the site of the work wdl be paid unconditionally and noi less often than once a week and without subsequent deduction or rebate on any account �except such payroll deductions as are permitted by regulations (29 CFR 3) issued by the Secretary of Labar under the Capeland Act (40 U S C 276c)j the full amounts ofwages and bona fide fringe benefits (or cash equivalents thereofl due at t�me of payment 7he payment shall be computed at wage ratas nat Isss lhan those contained in the wage determination of the Secretary of Labor (hereinafter "the wage determinahon"y which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exrst 6elween the contractor or its subcon- tractors and such laborers and mechanics The wage determination (induding any additional classifications and wage rates cordormed under paragraph 2 of th�s Secdon IV and fhe DOL poster (YVH-1321) or Form FHWA-1495) shall be posted at ail Umes by the contractor and �ts subcontractors at ihe sde of the work m a prominent and accessible place where it can be easdy seen by the workers For the purpose of this Section, contnbutions made or costs reasonably antic�pated for bona fide finge benefits under Section 1(b)(2) of the Daws-Bacon Act (40 U S C 276a) on behaif of laborers or mechanics are considered wages paid to such laborers or mechanics, sub�ect to tfie prov�s�ons of Section tV, paragraph 3b, hereof Aiso, for the purpose of this Sedion, regular contnbutions made or costs mcurred for more than a weekly penod (but not less often ihan quarteriy} under plans, funds, or programs, which cover the parUcular weekly penod, are deemed to be constructively made or mcurred dunng such weekly penod Such laborers and mecharncs shail be paid the appropriate wage rate and fnnge benefits on the wage determmation far the Gassification of work actuaily performed, wHhout regard to skfli, except as prov�ded in paragraphs 4 and 5 of this Section IV Forrn FHWA-1273 (Rev 3-94) b Laborers or mechanics performing work in more than one classification may be compensated at the rate specrfied for each classification for the time actually woriced therein, prowded, that the employer's payroll records accurately set forth the time spent in each ctassrfication fn which work is performed c All rulmgs and inte�pretations af the Davis-Bacon Act and retated acts contained in 29 CFR 1, 3, and 5 are herein incorporated by reference m this contract 2 Ciassiticatlon a The SHA contracting officer shall reqwre that any ctass of laborers or mechanics employed under ihe contract, which is not listed in the wage determinaUon, shall be classified in conformance with the wage determination b The contractmg officershall approve an adddianal elassifica- tion, wage rate and finge benefits only when the followmg crdena have been met (1) the work to be perEormed by Rhe additionat classifica- lion reQuested is not perfortned by a Gassification m the wage determination, (2) the adddional Gassification �s util�zed in the area by the construdion industry, (3) the proposed wage rate, fndudmg sny bona fide fnnge benefits, bears a reasonable relationship to the wage rates contained in the wage determination, and (4) with respect to helpers, when such a Gassification prevaiis m the area in which the work �s performed c If the confractor or subcontractors, as appropnate, the laborers and mecharncs (if known) to be employed m the additional dassification or their representatives, and the contradmg officer agree on the ciassification and wage rate (mGuding the amount designated for fiinge benefits where appropnata , a repon of tha adion taken shati be sent by the contracting o�cer to the DOL, Admirnstrator of the Wage and Hour Divlsian, Emptoyment Standards Administration, Washmgton, D C 20210 The Wage and Hour Admimstrator, or an authorized representative, wdl approve, modify, or disapprove every addit�onal classification adion wkhin 30 days of receipt and so adv�se the contractmg officer or will nohty the contract- ing officer withm the 30-day period that adddional time is necessary d In the event the contractor or subconUactors, as appropn- ate, the laborers or mechanics to be employed in the additional classification or their representaUves, and the contract�ng office� do not agree on the proposed classificabon and wage rate (including the amount designated for irfnge benefiis, where appropnate}, the contracLng officer shall refer the quesGons, �nGuding the views of all mterested parties and the recommendation of the contrading officer, to the Wage and Hour Administrator for determination Said Administratar, or an authorized representative, w�ll issue a determ�na- tion within 30 days of receipt and so advise the contracting afficer or wdt notify the contractmg officer within the 30-day penod that addif�onal ttme is necessary e The wage rate (including finge benefits where appropnate) determrned pursuant to paragraph 2c or 2d of this Section IV shall be paid to all workers performing work m the addihonal Gassification from the first day on which work is perfortned in the Gassification 3 Payment of Fringe Benefits a Whenever the mirnmum wage rate prescnbed in the contract for a class of laborers or mechanics includes a fnnge benefit which is not expressed as an hourly rate, the contractor or subcontradors, as appropnate, shall edher pay the beneftt as stated in the wage determinaUon or shaii pay another bona fide fnnge benefit or an houriy case equwaleni thereof b If the contrador or subcontradar, as appropriate, does not make payments to a trustee or other third person, helshe may cons�der as a part of the wages of any laborer or mechan�c tt�e amount of any costs reasanabiy anticapated in provcding bona fide fringe benefits under a pian or program, prov�ded, that the Secretary of Labor has fqund, upon the wntten request of the contractor, that the applicable standards of the Daws-Bacan Act have been met The Secretary of Labor may require the contrador to set aside in a separate account assets for the meeGng of obhgations under the plan or program Page 3 , 4 Apprentices and Tralnees (Programs of the U S DOL) and Hetpars a Apprentices (1) Apprentices uvtll be permitted to work at less ihan the predetermined rate for the work they performed when they are employed pursuant to and ind�vcduatty registered m a bona fide apprenbceship program registered with the QQL, Employment and Trafning Admirnstration, Bureau of Apprenticeship and Trairnng, or with a State apprenticeship agency recogrnzed by the 8ureau, or if a person �s empioyed in his/her first 90 days of probationary employ- ment as an apprenUce in such an apprent�cesh�p program, who is not indivrdually registered m the program, but who has been cerdfled by the Bureau of Apprenticeship and Tra�ning or a State apprenticeship agency (where appropnate) to be eligible for probationary employ- ment as an apprentice (2) Tfie atlowabte ratio of apprentices to joumeyman-level employees on the Job site in any craft class�ficallon shall not be greater than the ratio permitted to the contractor as to the entire work force underthe registered program Any employee listed on a payroll at an apprentice wage rate, who is not registered or olherwise employed as stated above, shall be paid not less than the applicable wage rate listed in the wage determmation for the classificahon of work actually performed In addiUon, any apprent�ce performing work on the �ob site in excess of the ratio permitted under the registered program shat{ be paid not less than the appiicabte wage rate on the wage determination for the wark actualiy performed Where a contractar or subcontractor is perfarming construd�on on a project in a locality other than that in which its program is reg�stered, the ratlos and wage rates (expressed in percentages of the �oumeyman-level houriy rate) specified in the contractor's or subcontractor's registered program shail be observed (3) Every appreniice must be paid at not less than the rate specfied m the registered program tor the apprentice's ievet of progress, expressed as a percentage of the foumeyman-level hourly rate specified in the applicable wage determmation Apprentices shali be paid fnnge benefits in accordance with the provfsions of the apprenticeship program If the apprenticeship program does not specity fringe benefits, apprentices must be paid the futl amount of fnnge benefits hsted on the wage determination for the applicable classification If the Admmistrator for the Wage and Hour bivision determmes that a different pracUce prevails for the appircable apprentice ctassificatio�, fringes shall be pacd �n accardance wdh that determination (4) In the event the Bureau ofApprentioeship and Trairnng, or a State apprenticeship agency recogrnzed by the Bureau, with- draws approval of an apprenticeship program, the contrador or subcontractorwdl no longerbe permitted to uUlize apprentices at less than the applicable predetermined rate for the comparable work performed by regular employees untd an acceptable program is approved b Tramees (1) Except as prov�ded m 29 CFR 5 16, trainees wtli not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and mdividually registered in a program which has received pnor approval, evidenced by formal certification by the DOL, Employment and Tram�ng Admirnstration (2) The ratio oftrainees tojoumeyman-Isvelemployees on the �ob site shall not be greater than perrmtted under the plan approved by the Employment and Training Admmistrahon Any employee listed on the payroll at a trainee rate who is not registered and part�apatmg in a Uaining plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determmation for the ctassificat3on of work actually performed ln addition, any tramee performing work on the �ob sde m excess of the ratio permitted under the registered program shall be paid not less than the appiicable wage rate on the wage determ�nat�on for the work actuaily performed (3) Every trainee must be paid at not Isss than the rate specified in the app�oved program for hislher level of progress, expressed as a percentage of the �oumeyman-level hourly rate spec�fed m the applicable wege determmation Trainees shall be paid finge benefits in accordance wfth the prov�sions of the trainee program K the trainee program does not menUon fnnge benefits, trainees shall be pa�d the fuli amount of fringe benefits listed on the wage determinaUon unless the AdmimsMator of the Wage and Hour Division determines that there is an apprenbceship program associ- ated with the corresponding�oumeyman-level wage rate on thewage determmaUon which provides fa� less than fup fnnge benefits for appren6ces, m which case such tra�nees shall receive the same fringe benefits as apprentices (4) In the event the Employmeni and Trairnng Admirnstra- tion wdhdraws approval of a trammg program, the contrador or subcontractor will no longer be permdted to utAize tramees at less than the applicable predetertmned rate for the work performed unttl an acceptable program is approved c Heipers Helpers wdl be permitted to work on a pro�ed �ithe helper classification is speGfied and defi�d on the appl�cable wage determinaUon or�s approved pursuant to the conformance procedure set forth in SecGon IV 2 Any worker listed on a payroll at a helper wage rate, who is not a helper under a approved defindion, shall be paid not less than the applicabie wage rate on the wage determma- Uon for the Gassification of work actually performed 5 Apprentices and Trainees (Programs of the U 3 DOT) Apprentices and trainees work�ng under apprenticeship and skill training programs which have been certified by the Secretary of Transportation as promotmg EEO in connection with Federal-a�d highway construction pra$rams are not sub�ect to the requirements aiparagraph4 ofthis Sechon IV The straight time hourlywage rates for apprentices and trainees under such programs will be established by the particular programs The ratio of apprentices and trainees to �oumeymen shall not be greater than permitted by the terms ot the particular program 6 Withhoidiog The SHA shall upon its own achon or upan wntten request of an authonzed representaUve of the DOL withhold, or cause to be withheld, from the cantractor or subcontractor under this contract or any other Federal contract with the same pnme contractor, or any other Federally-assisted contract sub�ect to Dav�s-Bacon prevadmg wage requ�rements which is held by the same pnme contractor, as much of the accrued payments or advances as may be considered necessary to pay taborers and mechanics, mcludmg apprentices, trainees, and helpers, empioyed by the contractor or any subcontrac- tor ihe fulV amount of wages required by the contract In the event of failure to pay any laborer or mechamc, induding any apprentice, trainee, or helper, employed or working �n the s�te of the work, ali or part of the wages required by the contract, the SHA wntracting officer may, afterwntten notice to the contractor, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee oi funds unUl such viotat�ons have ceased 7 Overtlme Requtrements No contractor or subconVador contracting for any part ot ihe contract work which may reqwre or involve the employment of laborers, mechanics, watchmen, or guaMs (�ncludmg apprentices, tramees, and helpers descnbed in paragraphs 4 and 5 above� shall require or pertnit any laborer, mechamc, watchman, or guard in any workweek m wh�ch he/she is empioyed on such work, to work m excess of40 hours in such workweek unless such laborer, mechanic, watchman, or guarcl receives compensation at a rate not less than one-and-ane-half t+mes hislher bas+c rate of pay tor a11 hours worked in excess oi 40 hours in such workweek 8 Violatton Liabtlity for Unpaid Wages, LfquEdated Damages In the event of any violation of the dause set forth in paragraph 7 above, the contractor and any subcantractor respons�ble thereof shall be Ifable to the affected employee fo� hislher unpaid wages In addition, such conUactor and subcort�actor shall be liabte to the Unded States (in the case of work done under contract for the Distnct of Columbia or a temtory, to such District or to such temtory) for liqu�dated damages Such liqwdated damages shall be computed with respect to each indiv�dual laborer, mecharnc, watchman, or guard employed in wolaUon of the clause set forth in paragraph 7, m the sum of $10 for each caIsndar day on which such employee was �eqwred or permit- ted to work in exoess of the standard work week af 4d hours w�thout payment of the overtime wages reqwred by the clause set forth in paragraph 7 9 Withhoiding for Unpatd Wages and Liquidated Damages Page4 Fortn FHWA-1273 (Rev 3-94) ' , � , ' , , � � , ' ' , � ' ' ' � The SHA shall upon its own action or upon wntten request of any authonzed representatwe of the DOL withhold, or cause to be withheld, from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal cont�act with the same pnme �ntrador, or any other Federally-assisted contract sub�ed to ihe Contract Work Hours and Safety Standards Act, whtch is held by the same pnme cantractor, such sums as may be determined to be necessary to satisfy any liabildies of such contractor or subcontractor for unpa�d wages and liqwdated damages as provided rn the Gause set forth in paragraph 8 above V STATEMENTS AND PAYROLLS (Appiicable to all Federal-aid construction contracts exceedmg $2,000 and to all related subcontrads, except tor pro}ects located on roadways Gassified as local roads or rural collectors, which are exempt ) 1 Compliance w(th Copeland Reguta4ions (29 CFR 3) The contractor shall comply wfth the Copeland Regulat�ons of the Seaetary of Labor which are herein incorporated by reference 2 Payrotis and Payroil Records a Payrolis and basic records relatmg thereto shali be maintained by the contractor and each subcontractor dunng the course of the work and preserved for a penod of 3 years from the date of compleUon of the cantract for all laborers, mechanics, apprentices, trainees, watchmen, helpers, and guards working at the sde of the work b The payroll records shall contain the name, soGal secunty number, and address of each such employee, his or her correct dassification, hourfy rates af wa ges pafd (induding rates of contnbu- tions or costs anticipated for bona fide finge benefits or cash eqwvalent thereof the types descnbed in Sect�on 1(b)(2)(B) of the Davis Bacon Ad), daily and weekly number of hours worked, deductions made, and actual wages paid In addition, for Appala- chfan contracts, the payroll records shall contain a notation indicating whether the employee does, or does not, normally reside in the labor area as defined in Attachment A, paragraph 1 Whenever the Secretary of labor, pursuant to Section IV, pa�agraph 3b, t►as found that the wages of any laborer or mechanic inctude the amaunt of any costs reasanably antiGpated in provfding benefits under a plan or program described in Section 1(b}(2)(B) of the Davis Bacon Ad, the contractor and ear.h subconiractorshail mamtam records wh�ch show ihat the commitment to prowde such trenefits is enforceable, that the plan or program is financially respons�ble, that the plan or pragram has been commurncated in wnting to the laborers or mechanics aifected, and show the cost antiapated or the actual cost incurred m prowding benefits Contractors or subcontractors employing apprentices or trainees under approved programs shall maintain written evtdence of the registrat�on of apprentices and tra�nees, and raUos and wage rates p�escribed in the appticabte programs c Each contractor and subcontrador shail fum�sh, each week in whic� any contract work is performed, to the SHA resident engineer a payroll of wages paid each of ds employees (�ncluding apprentices, trainees, and helpers, desaibed in Section IV, para- graphs 4 and 5, and watchmen and guards engaged an work during the precsding weekly payroll� nod) The payroll submitted shall set out accurately and completely all of the anformatian requfred to be maintained under paragraph 2b of this Section V This informaUon may be submitted m any form desired 0ptlonal Form WH-347 is avaftabie for this purpose and may be purchased fram the Supenn- tendent of Documents {Federal stock number 029-005-0014-1), U S Govemment Pnnting Uffice, Washington, D C 20402 The pnme contractor is responsible for the submiss�on of copies of payrolis by ali subcontractors d Each payroll submdied shall be accompamed by a"State- ment of Compiiance;' signed by the co�trector or suboontractor or h�slher agent who pays or superv�ses the paymant of the persons employed under the contrad and shall certify the following (1) that the payrall for the payroll penod contains the infarmation reGutred to be maintamed under paragraph 2b of this Sectron V and that such informaUon �s corred and complete, (2) that such laborer or mechanic (includin� each helper, apprenUce, and trainee} employed on the contract dunng the payroll period has been paid the full weekly wages eamed, wdhout rebate, efther directly ar indirectly, and that no deduchons have been made Form FHWA-1273 (Rev 3-94j e�ther direGly or indirectly from the full wages eamed, other than permissible dedudaons as set forth m the Regulations, 29 CFR 3, (3} that each laborer or mecharnc has been paid not less that the appl�cabls wage rate and fnnge benefits or cash eqwvalent for the ciassification of worked performed, as specified in the appUcabte wage determination incorporated into the contract e The weekly submission of a property executed cerUfication set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the "Statement of Compliance" required by paragraph 2d of this Section V f The falsification of any of the above certifications may subject the contrador ta ciwl or cnminal prosecutfon under 18 U S C 1041 and31 USC 231 g The contractor or subcontractor shall make the records required under paragraph 2b of this Sect�on V avadable for inspeo- tion, copying or transcnption by authonzed representatives of the SHA, the FHWA, or the DOL, and shall permit such representairoes to �nternew employees dunng working hours on the �ob If the contractor or subcontractor fads to submd the requ�red records or to make them avadable, the SHA, the FHWA, the DOL, or aU may, after written not3ce to the contractor, sponsor, applicant, or awne�, take such acUons as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds Furthertnore, fadure to submtt the required records upon requast or to make such records avadable may be grounds for debarment actian pursuant to 29 CFR 5 12 VI RECORD OF MATERiALS, SUPPLtES, AN� LABOR 1 On all Federal-aid contracts on the National Highway System, except those which prov�de solety for the mstallation of protective de�nces at radroad grade crossings, those which are constructed on a force account ordirect iaborbasis, h�ghway beautification conVacts, and contracts for which the total final construction cost for roadway and bndge �s tess than $1,040,000 {23 CFR 635} the cantractorshall a Become famdiar wfth the t�st of specific matenais and supplies contained fn Form FHWA-47, "Statement of Matenals and Labor Used by Contractor of Highway ConstrucGon Involving Federal Funds," pnor to the commencement of work under this contract b Mamtain a record of the total cost of all materials and supplies purchased for and incorporated in the work, and atso of the quantitles of those speufic matenals and supplies listed on Form FHWA-47, and in the urnts shawn on Form FHWA-47 c Furrnsh, upon ihe completion of ihe cuntract, to the SHA resident engineer on Form FHWA-47 together w�th the data required m paragraph 1b relative to materials and supplies, a finsl labor summary of all contract work Indicating the totai hours worked and the total amount eamed 2 At the pnme contractors option, eEther a smgle report covering all contract work ar separate reports tor the contractor and for each subcontract shall be submitted Vtl SUBLETTtNG OR ASSIGNING THE CONTRACT 1 The contractor shail perform with �ts awn organization contrad woric amounUng to nat less than 30 percent (or a greater percentage �f speafled elsewhere in the contract} of the total original contract price, exciuding any speaalty items designated by the State Spec�alty items may be performed by subcontract and the amount of any such specaalty items performed may be deducted from the total onginal contract price before computmg the amount of work required to be performed by the �ntractors own organization (23 CFR 635) a"Its own orgarnzation" shall be construed ta mctude only workers employed and paid directiy by the pnme contractor and eqwpment owned or rented by the prime cantractor, with or wdhout operators Such term does not �ndude employees or eqwpment of Pega 5 ' a subcontractor, assignes, or agent of the prime contractor b"Spec�alty Items" shall be construed to be limited to work that requires highly specialized knowledge, abdities, areqwpment not ordinarily avadable in the type of contracGng arganizaUons qualified and expected to bid on the contrad as a whole and in general are to be I�mited to mmor components of the overail contract 2 The contract amount upon which the requirements set forth in paragraph 1 of Section VII is computed includes the cost of matenal and manufactured products which are to be purchased or produced by the contraclor under the contract prov�sions 3 The cantractor shall fumish (a} a competent supennkendent or supernsor who is empioyed by the ftrm, has fuil authonty to direct performance of the work in accordance with the contract require- ments, and is in charge of all construction operations (regardless of wha performs the work) and (b) such other of its own orgarnzational resources (supervision, management, and engmeenng sernces) as the SHA conUacHng officer deter►mnes is necessary to assure the performance of the co�tract 4 No pordon of the contract shall be sublet, assigned or otherwise disposed of except with the wntten consent of the SHA conVacting officer, or authonzed representative, and such consent when �iven shail not be construed to relieve the conVactor of any responsibdity for the fulfillment of the contract Written cansent wdi be given only after the SHA has assured that each subcontract is evidenced m wntmg and that it contalns all pertment prov�sions and requirements of the pnme contract V111 SAFETY ACCIDENT PREYENTfON 1 In the performance of this contract the contractor shall comply with all appl�cable Federal, State, and local laws goveming safeiy, health, and sanitaGon (23 CFR 635) The cont�actor shail prov�de all safeguards, safety devices and protecUve equipment and take any other needed aclions as it determmes, or as the SHA conUacting offlcer may determme, to be reasonably necessary to protect the life and health of employees on the �ab and the safety of the public and to protect property in cannection with the performance of the work covered by the contract 2 It is a condd�on of th�s contrad, and shall be made a condidon of each subcantract wh�ch the contractor enters �nto pursuant to th�s contract, that the contractor and any subcontractor shall not permd any employee, m performance of the conUact, to work m surround- �ngs or under condiGons which are unsanitary, hazardous or danger- ous to hislher health or safety, as determined under construcGon safety and heaRh standards (29 CFR 1926) promulgated by the Secretary of Labor, m accordance with Sec�on 107 of the Contract Work Hours and Safety Standards Act (40 U S C 333) 3 Pursuant to 29 CFR 1926 3, �t is a cond�tion of this contract that the Secretary of Labor or authonzed representative thereof, shall have nght of entry to any site af contract performance to �nspect or investigate the matter of comptiance w�th the construction safety and heallh standards and to carry aut the duUes of the Secretary under Sectlon 107 of the Contract Work Hours and Safety Standards Act (4d U S C 333) IX FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to assure high quality and durable construct�on in confor- mity with approved plans and specificaGons and a h�gh degree of reliabtlity on statements and representahons made by engineers, contractors, suppl�ers, and workers on Federal-a�d highway pro�ects, it is essenUal that alf persons concemed with the pro�ect perform their functions as carefully, thoroughly, and honestly as possible Wiliful falsifiqtion, distortion, or misrepresentaUon with respect to any facts related to the pro�ect is a wolation of Federaf law To prevent any m�sunderstanding regardtng the senousness of these and simtlar acts, the follow�ng noGce shall be posted on each Federai-aid highway pro�ect (23 CFR 635) in one or more places where it is readily avaitable to all persons concemed w�th the proJect NOT[CE TO ALL PERSONNEL ENGAGED ON FEOHRAL-AID HfGHWAY PROJECTS 18 U S C 1024 reads as follows "Whosver bein an olficer agent, or employee of the Un�ted States, or of any State or Temtory or whoever, whether a person assoc�at�on, firm, or caporahon, knowrngly makes any false state- ment, false representabon, or false repo�t as to the character, quality, quanhty, or aost of the matena! used or to be used, or the quantrty or qualrty of the work performed or to be p erformed, or the cost thereof m connecfion wrth the submissron of p/ans, maps, specificat�ons confracts or costs of consfruchon on any h� or related pro�ecf submitted tar approvat to the Secretary of 7ranspodahon, or Whoever knowrngly makes any false statement fa/se representa- don, false repoR or halse c/aim with respect to the character, qualiry quantrty or cost of any work performed or to be performed or matenals fum�shed or to be fumrshed, m connecbon wrth the construction of any h�ghway or related pro1ect appmved by the Secretary of Tiansportatron, ar Whoeverknowmgly makes any false statement orfa/se representa- bon as to matenal tact rn any statement, cerhficate or report su6mitted pursuant to provis�ons of the Federal-aid Roads Act approved Ju/y 1, 19i6, (39 Stat 355) as amended and supple- mented, Shall be fined nat more that $10, 000 or �mpnsoned not more than 5 years or both " X fMPLEMENTATION OF GLEAN AIR ACT AND FEDERAL WATER PQLLUTION CONTROL ACT (Applicable to all Fede�al-a�d construction contracts and to ali related subconVacts of $100,4Q0 or more ) By submission of this bid or the execuGon of this contract, or subcontract, as appropnate, the bidder, Federal-aid construction contractor, or subcontracto�, as appropriate, wdl be deemed to have stipulated as fallows 1 That any faci8ty that is or wili be utdized m the performance of this contract unless such contract is exempt under the Clean Air Act, as amended (42 U S C 1857 et se as amended by Pub L 91-604), and under the Federa! Water oNuuon Control Act, as amended (33 U S C 1251 et se�c , as amended by Pub L 92-500), Executwe Order 11738, and regulations in implementation thereof (40 CFR 15) is not listed, on the date of contract award, on the U S Environmental Protection Agency (EPA} List of �olaGng Faulit�es pursuant to 40 CFR 15 20 2 That the firm agrees to comply and remam in compliance with all the reqwrements of Section 114 of the Clean Arc Act and Section 308 of the Federal Water PalluGon Controi Act and all regulaGans and gwdelines listed thereunder 3 That the firm shall promptly nodfy the SHA of the receipt of any communicat�on fsom the Director, Oifice of Federal Act�vit�es, EPA, indicating that a faality that is or wdl be utdized for the contract is under cons�derat�on to be I�sted on the EPA L�st of Violadng FaraliGes 4 That the firm agrees to include or cause to be inciuded the requirements of paragraph 1 through 4 of this SecGon X in every nonexempt subconVact, and furtheragrees to take such act�on as the govemment may d�rect as a means of enforcing such requirements Xl CERTIFICATION REGARDING DEBARMENT, SUSPENSION, INELIGIBfLfTY AND VOLUNTARY EXCLUSION 1 Instructions for Certfflcatlon - Primary Covered Transac- tions (Appl�cable to all Federai-aid contracts - 49 CFR 29) a By sigmng and submittmg this proposal, the prospective pnmary partic�pant is prowding the cert�ficaUon set out below b The inabtldy of a person to provide the certifica4on set out below wtll not necessa�fly result m dernal of parUcipaGon in this covered transactlon The prospecUve par6cipant shali submit an explanaHon of why �t cannot prowde the certification set out below The certficahon or explanabon wdl be considered in connecUon with the department or agency's determ�naGon whether to enter into th�s transac�on However, ta�lure of the prospect�ve prirnary parhapant to fumish a certification or an explanaUon shall disqualify such a person fram partiGpatlon in this transaction c The cerUficaGon in th�s clause is a matenal reptesentation of fact upon which reliance was placed when the deparlment or agency determined to enter into this transaction If d is later deter- mmed that the prospective pnmary part�apant knowingly rendered an enoneous certificaGon m addiUon to other remedies avadable to the Federat Govemment, the department or agency may tertnmate th�s Page6 Form FHWA-1273 (Rev 3-84} � ' ' ' ' ' 1 1 ' 1 ' ' 1 ' ' ' � � Vansaction for cause of default d The prospect�ve pnmary parGGpant sha(I prowde immediate wntten noUce to the department or agency to whom this proposal �s subm�tted if any Ume the prospecdve pnmary parUcipant leams that its certificahon was eROneous when subm�tted or has become eROneaus by reason of changed urcumstances e The terms "covered transaction " "debarred," "suspended;' "ineUgibie " "lower tier covered transaction," "partic�pant," "person;' "pnmary covered transact�on," "pnnapal," "proposai," arxi "votuntanly excluded," as used in this Gause, have the meamngs set out in the Defini4ons and Coverage sections of rules implementing F�cecuGve Order 12549 You may contact the department or agency ta which this proposal ls submitted for assistance in obtaming a copy of those regulations f TheprospectrveprimaryparGcipantagreesbysubmitUngthis proposal that, should the proposed covered transaction be entered into, it shati not knowingly enter into any lower �er covered transac- tion with a person who �s debaned, suspended, deGared inelig�ble, or vofuntanly exduded from participaGon in this covered transaction, unless authonzed by the department or agency enlenng into this transacGon g The prospecbve pnmary participant further agrees by submitUng this proposal that {t wdl inGude the clause tiUed "Certifica- don Regardmg Debarment, Suspension, Inel�gibdity and Voluntary Exclusion-Lower Tier Covered Transaction," provided by the department or agency entenng into this covered transaction, without modificaUon �n ail lower tier covered transacUons and in all soliata- Gons for lower tier covered transactions h A participant in a covered transaction may rely upon a certification of a prospectwe partiapant in a lower Uer covered transac�on that is not debarred, suspended, ineligible, or voluntaniy exduded from the covered Vansaction, unless it knows that the certification �s erroneous A participant may deude the method and frequency by wh+ch d determmes the ebgibal�ry of its pnncipals Each paAiupant may, but is not reqwred to check the nonprocurement portion of the "Lists of Parties Excluded From Federai Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the General Services Admin�straUon i Nothing contamed m the foregoing shall be construed ta require establishment of a system of records in order to render in good faith the certiflcatlon required by this Gause The knowledge and information of participant is not required to exceed that which is nortnally possessed by a prudent person �n the ordinary course of busmess deat�ngs j Except for transactions authonzed under paragraph f of these instruc8ons, if a participant in a covered VansacUon knowingly enters into a lower Uer covered VansacGon with a person who �s suspended, debarred, mel�gible, or voluntarily excluded from participation in this transactlon, in addibon to other remedies avadable ta the Federal Govemment, the department or agency may terminate this transaction for cause or default ..... Form FHWA-1273 (Rev 3-94) CeKtflcation Regarding Debarment, 5uspension, IneUglbtfity and Voluntary Excluston—PNmary Covered Transactions 1 The prospective pnmary participant certifies to the best of ds knowledge and 6elief, that it and its pnnapals a Are nok presenUy debarred, suspended, praposed for debarment, declared �neligible, or vofuntanly excluded from covered transactions by any Faderal department or agency, b Have not within a 3-year penod preceding this proposal been conwcted of or had a Gvd �udgement rendered aga�nst them far commission of fraud or a cnmina3 offense m connection with obtain- ing, attempdng to obtain, or performmg a publ�c (Federal, State ar local} transactaon or contract under a public Vansaction, violaUon of Federal or State antitrust statutes ar comm�ssion of embezzlement, theft forgery, bnbery, fals�f cation or destruchon of records, making false statements, or receiwng stoien property, c Are not presenGy Indicted for or otherwise cnm�nally or ciwlly charged by a govemmental enUty (Federal, State or local) with commission of any of the offenses enumerated m paragraph 1b of this certiftcation, and d tiave not within a 3-year period precedmg this applica- UoNproposal had one or more public transact�ons (Federal, State or local) termmated for cause or default 2 Where the prospecUve pnmary parUcipant is unable to cert�fy to any ofthe statements in this cerUfication, such prospecUve parUcipant shall attach an explanatlon to thfs proposal ...._ 2 Instructions forGeKification - LowerTlerCovered Transac- tions , {Applicable to all subcontracts, purchase orders and other lower per transactions of $25,000 or more - 48 CFR 29) a By sigrnng and submitting this proposal, the prospecGve lower Ger is prowdmg the certificat�on set out below b The certificaUon m this Gause is a matenal representation of fact upon which reliance was placed when this transacGon was entered into If it is later determined that the prospectrve lower tier partupant know�ngly rendered an eROneous certification, in addition to other remedies available to the Federal Govemment, ihe depart- ment, or agency with which this transaction onginated may pursue avaflable remedies, mGudmg suspenston andlor debarment _ c The prospedive lower tier paRicipant shail pro�nde immed�- ake wntten not�ce to the person to wh�ch this proposal is submitted if at any time the prospecqve lower tier parGGpant leams that its certification was erroneous by reason of changed Grcumstances d The terms "covered transaction," "debarred," "susQended;' "ineligible," "pnmary covered transaction," "partiapant," ' person," "prinapal," "proposal;' and 'boluntanly excluded," as used in this dause, have the mearnngs set out in the Defirntions and Coverage secUons of rules implementmg Executive Order 12549 You may contact the person to which this proposal �s submitted for assistance in obtafrnng a copy of those regulations e The prospective lower 6ar participant agrees by submitUng this proposal that, should the proposed covered transacUon be entered into, it shall not knowmgty enter �nto any lower tler covered Vansact�on with a person who is debarred, suspended, declared inel�gible, or voluntanly exduded from partiapatlon m this covered transaction unless authonzed by the department or agency with which this transacUon onginated f The prospecGve lower tler partiapant further agrees by submrtGng this praposal that it wdl fnclude this dause titled "CerGfica- tfon Regard�ng Debarment, Suspension, Inelig�bility and Voluntary Exdusion-Lower Tier Covered Transaction;' wdhouE modiftcatlon, in all lower tier covered transactions and In all solicitaUons for lower tier covered transactions g A parUc�pant m a covered Uansaction may rely upon a certEficatien of a prospecdve part�apant m a lower tier covered transaction that is not debarred, suspended, ineligible, or voluntanly exGuded from the covered transaction, unless it knows that the certiflcatio� is erroneous A parGcipant may dec�de the methad and Page 7 � �J frequency by which it determ�nes the eligibtlity of its principals Each partiGpant may, but is not required to, chedc the Nonprocurement List h Nothing contained in the foregoing shall be consVued to require sstabl�shment of a system of records in order to render m good faith the certificat�on reqwred by this clause The knowledge and mformaGon of participant is not requ�red to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings i Except for transactions authonzed under paragraph e of these instructions, if a part�cipant in a covered Vansactfon knowmgly enters into a lower tier covered UansacGon w�th a person who is suspended, debarred, meligibVe, or voluntarily excluded from partiapation fn this transac6on, m addition to otherremed�es available to the Federal Govemment, the department or agencywdhwhich this transachon onginated may pursue available remedies, incfudmg suspens�on and/or debarment ..... Certtflcation Regarding Debarment, Suspension, ineiigib111ty and Voluntary Exciusion—Lower Tier Covered Transactlons 1 The prospedive lower der participant certifies, by submiss�on of th�s proposal, that neither it nar its principals is presently debarred, suspended, proposed for debarment, declared ineligible, or volun- tanly exduded fram partiupation m this transacGon by any Fedetal department or agency 2 Where the prospecGve lower Ger partiapant is unable to certify to any of the statements in th�s certificaGon, such prospecdve participant shall attach an explanation to this proposal Xil CERTIFICATION FtEGARDING USE OF CONTRACT FUNDS FOR LOBBYING (Appiicable to all Federal-aid construcUon contracts and to all related subcontracts whfch exceed $100,000 - 49 CFR 20) 1 The prospective partiupant certifies, by signing and submitUng this bid or propasal, to the best of his or her knowledge and belief, that , a No Federal appropnated funds have been paid ar wiil be paid, by or an behalf oithe undersigned, ta any person for mfluenang or attemptmg to influence an officer or employee of any Federal agency, a Member of Congress, an officer or emplayee oi Congress, or an employee of a Member of Congress in connection with the awarding of any Federal conVact, the makinq of any Federal grant, the making of any Federal loan, the entenng mto of any cooperative agreement, and the extensfon, continuation, renewal, amendment, or modiflcation of any Federal contract, grant, loan, or cooperative agreement b if any funds other than Federal appropnated funds have been paid or wdl be paid to any person for mfluencing or attempting to influence an officer oremployee of any Federal agency, a Member af Congress, an officer or empioyee of Congress, or an empioyee of a Memberof Congress in connect�on with this Federal contract, grant, loan, or cooperatfve agreement, the undersigned shali compfete and submd Standard Form-LLL, "Disclosure Form to Report Lobbymg," m accordance with ds instrucGons 2 This certiflcation is a material representaUon of fact upon which reliance was placed when this transaction was made or entered into Submiss�on ofthis certificahon is a prerequis�tefor makmg arentenng into this transadion imposed by 31 U S C 1352 Any person who fads to file the reqwred certification shall be sub�ect to a avd penalty of not 4ess than $10,000 and not more than $100,000 for each sucFi fadure 3 The prospectroe partiapant alsa agrees by submitUng his or her bid or proposal that he or she shall require that the language of this certiBcaGon be inGuded in all lower Uer subconVads, which exceed $100,000 and that all such rec�pients shall certify and d�sGose accordmgiy Page e Fomt FHWA-1273 (Rev 3-94) ' � ' ' ' � � ' ' l J ' ' ' , ' , ' � ATTACHMENT A- EMPLOYMENT PREFERENCE FOR APPALACHIAN CONTRACTS (Applicable to Appalach�an contracts only ) 1 Dunng the performance of th�s contract the contractor under- taking to do work which is, or reasonably may be, done as on-site work, shall groe preference to qualified persons who regularly reside �n the labor area as designated by the DOL wherein the contract work is situated, orthe subregion, ortheAppalachian counties ofthe State wherem the contract work is situated, except a To the exkent that qualified persons regulatly resrd�ng m the area are not available b For the reasonable needs of the contractor to employ superwsory or specially expenenced personnel necessary to assure an efficient execuUon of the contract work c For the obligation of the conVactor to offer employment to present or former employees as the result of a lawful collecGve bargaining contrad, prowded that the num6erof nonresident persons employed under this subparagraph 1c shall not exceed 20 percent of the total number of empioyees employed by the contractor on the contract work, except as provided in subparagraph 4 below 2 The contractor shali place a�ob order with the State Employ- ment Service indicating (a) the Gassifications of the iaborers, mechanics and other employees required to perform the contract work, (b} the number of employees reqwred m each classification, Form FHWA-1273 (Rev 3-94) (c) the date on which he es6mates such employees will be reqwred, and (d) any other pertment mforma�on required by the State Ertrptoy- ment Service to complete the �ab orcier fo►m The �ob order may be placed with the State Employment Service in wnttng or by telephone If dunng the course ot the contract work, the informahon submitted by the contractor m the ongmal �ob order is substanGaliy modified, he shall prompdy notify the State Employment Service 3 The contractor shall gwe fuii considerat�on to all qual�fied �ab apphcants referced to h�m by the State Employmenl Service The contractor is not required to grant employment to any�ob applicants who, in his opmion, are not quai�fied to perform the ciassification of work reqwred 4 If, wrth�n 1 week follow�ng the placing of a �ob order by the contractorwdh the State EmploymentService, the State Employment Sernce is unable to refer any qualified �ob applicants to the contrac- tor, or less than the number requested, the State Employment Service wdl forward a certificate to the contractor �ndicatmg the unavailabdity of applicants Such ceAificate shall be made a part of the contractor's permanent pro�ect records Upon receipt of this cert�ficate, the contractor may employ persons who do not normally reside in the labor area to fill positions covered by the certificate natwithstand�ng the provisions of subparagraph 1 c above 5 The contractor shall include the pro�sions of Sections 1 through 4 ofth�s Ariachment A in every subcontract for work wh�ch �s, ar reasonably may be, done as on-site work Page 9 ' , 1 INTRO AP1 2 INTRODUCTION ' ' ' ' ' ' , ' � 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 The fo!!ow►ng Amendments and Special Provisions shall be used in con�unction w�th the 2012 Standard Specificat�ons for Road, Bndge, and Murncipal Construction AMENDMENTS TO THE STANDARD SPECIFICATIONS The folfowing Amendmenfs to the Standard Spec�f+cat�ons are made a part of th�s contract and supersede any conflicting provisians of the Standard Spec�cations For mformationai purposes, the date follawing each Amendment title indicates the implementation date of the Amendment or the latest date of rev�sion Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular pro�ect 1-01 AP 1 Section 1-01, Definition and Terms January 2, 2012 1-01.3 De�nitions The defin�tion for "Bid Documents" is revised to read The component parts of the proposed Contract which may include, but are not limited to, the Proposal Form, the proposed Contract Provisions, the proposed Contract Plans, Addenda, and, for prolects w�th Contracting Agency subsurface mvestigations, the Summary of Geotechrncal Conditions and subsurface bonng logs (if any) 1-02 AP1 Section 1-02, Bid Procedures and Conditions January 2, 2012 ' � ' C� Il , L_l � ' 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1 SubsurFace Information The first two sentences m the first paragraph are revised to read If the Contracting Agency has made subsurface investigation of #he site of the proposed work, the boring log data, soil sample test data, and geotechn�cal recommendations reports obtained by the Contracting Agency wil! be made available far inspection by the Biciders at the location specified in the Spec�a! Prov�sions The Summary of Geotechrncal Conditions, as an appendix to the Special Provisions, and the boring logs shall be considered as pa�t of the Contract 1-03 AP1 Section 1-03, Award and Execution of Contract April 2, 2012 1-03.9 (1 j Tied Bids This section's title is revised to read 1-03.1(1) Identicai Bid Totals AMENDMENTS TO THE 2012 STANDARD SPEClFICATIONS BOOK Revised 4/9/2012 1 1 1-08 AP1 2 Secti�n 1-08, Prosecution and Progress 3 April 2, 2t112 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 1 Subcontracting In the eighth paragraph, "Contractmg Agency" is revised to read "WSDOT" 1 j General Requirements The following new paragraph is inserted after the first paragraph � Total float belongs to the pro�ect and shall not be for the excluswe benefit of any party 1 Maintenance During Suspension The second paragraph is revised to read At no expense to the Contract�ng Agency, the Contractor shall provide through the construction area safe, smooth, and unobstructed roadways and pedestrian access rautes for public use during the suspension (as required �n Section 1-07 23 or the Speaal Provisions ) This may include a temporary road, alternative pedestrian access route or detour 1-09 AP1 Section 1-09, Measurement and Payment April 2, 2012 1-09.2(5) Measurement The second sentence m the first paragraph is revised #o read The frequency of ver�ficat�on checks will be such that at least one test weekly is performed for each scale used in weighing contract items of Work 3-04 AP3 Section 3-04, Acceptance of Aggregate April 2, 2012 3-04.3{7)D4 An Entire Lot The las# sentence is deleted 3 Payrnent In the second paragraph, the reference "Section 3-04 3(6)C " is revised to read "Section 3- 04 3(8)" In Table 1, the row contaming the item "Gravel Borrow for Geosynthetic Retairnng Wall" is revised to read 9-Q3 14(4) I Gravel Borrow for Geosynthet�c Retamin� Wall 4000 I 2000 I$30 �$60 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rewsed 4/9/2d12 2 � � ' ' ' � ' � ' � ' ' ' ' � ll ' ' 1 1 5-01 AP5 2 Section 5-01, Cement Concrete Pavement Rehabilitation 3 April 2, 2012 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 5 Portland Cement Concrete The fifth sentence in the third paragraph is revised to read The lower Specification limit for compressive strength shall be 4,000-psi The last two sentences in the third paragraph are deleted 5 Concrete Slurry This section mcludmg title is revised ta read 5 Concrete Slurry and Grinding Residue All concrete slurry and grinding residue shall be removed from the pavement surface on a continual basis immediately behmd the grinding or cuttmg operations Slurry shali not be allowed to drain mto an area open to traffic, aff of the paved surface or tnto any drainage structure The Contractor shall collect the concrete slurry and grinding residue from the pavement surface and dispose of it m accordance with Section 2-03 3(7)C Upenmg ta traffic shall meet the requirements of Section 5-05 3(17) 5-04 AP5 Section 5-04, Hot Mix Asphalt April Z, 2012 5-04.3(10)B3 Longitudinal Joint Density The section mcluding title is revised to read 5 Vacant 6 AP6 Section 6-02, Concrete Structures April 2, 20'i 2 6-02.3(16) Plans for Falsework and Formwork Item No 4 m the seventh paragraph is revised to read 4 Conditions required by other Sections of 6-02 3(17), Falsework and Formwork item's No 5, 6, 7, and 8 in the seventh paragraph are deleted The followmg paragraph �s mserted after the seventh paragraph Plan approval can be done by the Pro�ect Engineer for footmgs and walls 4 to 8 feet high (exciuding pedestal height) provided Concrete placement rate is 4 feet per hour or less AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 419/2012 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2'! 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 2 3 4 Facing �s 3 /4-mch plywood with grades as specified per Section 6-02 3(17)I Studs, with plywood face gram perpendicular, are 2 by 4's spaced at 12 inches Walers with 3,000 pound safe working load ties spaced at 24 inches are two 2 by 4's spaced at 24 inches 6 Bracing In the first paragraph, the phrase "per Section 6-02 3(17)I" is revised to read "in accordance with Section 6-02 3(17)i" This section is supplemented with the following new sub-section 6-02.3(17)F5 Temporary Bracing for Bridge Girdets During Diaphragm and Bridge Deck Concrete Placement Prestressed concrete girders shall be braced to resist forces that wauld cause rotation or torsion m the girders caused by the placmg of precast concrete deck paneis and concrete for the bridge deck Bracing shali be designed and detaded by the Contractor and shall be shown in the falsework/formwork plans submitted to the Engmeer for approval These braces shall be furrnshed, installed, and removed by the Contractor at no addstional cost to the Contractmg Agency The Contractor may consider the bracing effects of the diaphragms m developmg the falsework/formwork plans The Contractor shall account for the added load from concrete finishing machines and ather construction loadings in the design of the bracing Falsework support brackets and braces shali not be weided to structural steel bridge members or to steel reinforcing bars 6 Temporary Bracing for Bridge Girders This section includmg title is revised to read 6 Temporary Bracing for Bridge Girders During Erection Steel girders shall be braced in accordance with Section 6-Q3 3(7)A Prestressed concrete girders shall be braced sequentially during girder erection The bracmg shall be designed and detaded by the Contractor and shall be shown in the falsework/foRnwork plans submitted to the Engmeer far approval The Contrac#or shall furnish, mstall, and remove the bracing at no additional cost to the Contracting Agency At a minimum, the Contractor shall brace girders at each end and at midspan to prevent lateral movement or rotation This bracing shall be placed prior to the release of each girder from the erection equipment If the bridge is constructed with cast-m-place concrete diaphragms, the bracmg may be removed once the concrete in the diaphragms has been placed and cured for a minimum of 24 hours 6 Prestressed Concrete Girder Erection The third sentence in the fifth paragraph is revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revfsed 4/9/2012 4 , ' ' � 1 ' ' I � ' ' � 1 � , , ' ' , ' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 99 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 The girders shall be braced in accordance with Sectians 6-02 3(17)F4 and 6- 02 3(17)F5 6 Leak Tightness Testing The first sentence in the first paragraph is revised to read The Contractor shall test each completed duct assembly for leak tightness after placing concrete but pnor to placmg post #ensiornng reinforcement The second paragraph is revised to read Prior to testing, all grout caps shall be installed and all vents, grout inJection ports, and drains shall either be capped or have their shut-off valves closed The Contrac#or shall pressurize the completed duct assembly to an mitial air pressure of 50 psi Th�s pressure shall be held for five minutes to allow for intemal ad�ustments w�thm the assembly After five minutes, the air supply valve shall be closed The Cantractor shall monitor and measure the pressure maintained withm the closed assembly, and any subsequent loss of pressure, over a period of one minute following the closure of the air supply valve The maximum pressure loss for duct assemblies equal to or less than 150 feet in length shall be 25 psig The maximum pressure loss for duct assemblies greater than 150 feet in length shall be 15 psig If the pressure loss exceeds the allowable, locations of leakage shall be identified, repaired or reconstructed using methods approved by the Engineer The repaired system shall then be retested The cycle of testmg, repair and retesting of each completed duct assembly shail continue until the completed duct assembly completes a test with pressure loss wi#hin the specified amount 6-03 AP6 Section 6-03, Steel Structures April 2, 2012 6-03.3(28)A Method of Shop Assembly The first sentence in Item 2 C is revised to read For Trusses and Girders — After the first stage has been compieted, each subsequent stage shall be assembled to include at least one truss panel or girder�shop section of the previous stage and finro or more truss panels or girder shop sections added at the advancing end 6-07 AP6 Section 6-07, Painting April 2, 2012 6-07.3(9�A Paint System The first sentence m the second paragraph is revised ta read All pamt coatmg components of the selected pamt system shall be produced by the same manufacturer � 6-07.3{10)H Paint System The first and second sentences in the second paragraph are revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 4l9/2012 5 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 1$ 19 20 21 2z 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 All paint coating components of the selected pamt system shall be produced by the same manufacturer 6-10 AP6 Section 6-10, Concrete Barrier April 2, 2012 6-10.5 Payment In the second paragraph, the bid item "Conc Class 4000" is revised to read "Conc Class 4004 6-12 AP6 Section 6-12, Noise Barrier Walls January 2, 2012 6-92.3(3) Shaft Construction The third sentence m the fifth paragraph is revised to read I � ' � ' � ' � When effo�ts to advance past the obstruction to the design shaft tip elevation result in the rate of advance of the shaft drilimg equipment bemg significantly reduced relative to � the rate of advance for the rest of the shaft excavation, then the Contractor shall remove the obstruction under the provisions of Section 6-12 5 6 Payment This section is supplemented with the followmg "Removing Noise Barrier Wall Shaft Obstructions", estimated Payment for removmg obstructions, as defined in Section 6-12 3(3), will be made for the changes in shaft construction methods necessary to remove the obstruction The Contractor and #he Engineer shall evaluate the effort made and reach agreement on the equipment and employees utdized, and the number af hours involved for each Once these cost items and their duration have been agreed upon, the payment amount will be determmed using the rate and markup methods specified in Section 1-09 6 For the purpose af providing a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Removmg Noise Barner Wall Shaft Obstructions" in the bid proposal to become a part of the total bid by the Contractor If the shaft construction equipment is idled as a result of the obstructian removal work and cannot be reasonably reassigned within the proJect, then standby payment for the �dled equipment wdl be added to the payment calculations If labor is idled as a result of the obstruction removal work and cannot be reasonably reassigned within the pro�ect, then all labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculat�ons The Contractor shall perform the amount of obstruction work estimated by the Contractmg Agency within the or�ginal time of the contract The Engineer wiil consider a time ad�ustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 4/9/2012 6 � ' ' � ' ' ' ' � � , , ' ' ' ' , , , � �� I �� , 1 � � ' ' 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 3fi 37 38 39 40 41 42 43 44 1 the dollar amount estimated by the Contracting Agency has been exceeded, and, 2 the Contractor shows that the obstruction removal work represents a delay to the completion of the pro�ect based on the current progress schedule provided in accordance with Section 1-08 3 6-14 AP6 Section 6-94, Geosynthetic Retaining Watls January 2, 2012 6-14.2 Materials The referenced section for the following item is revised to read Grout 9-20 3(4) In the first paragraph, the following items are inserted after the �tem "Gravel Barrow For Geosynthetic Retaining Wall" Polyurethane Sealant 9-04 2(3) Closed Cell Foam Backer Rod 9-04 2(3)A 6-15 AP6 Section 6-'95, Soil Nail Walls January 2, 2012 6-15.2 Materials The referenced section for the fallowing item is revised to read Grout 9-20 3(4) 6 Submittals Item f beneath item number 3 is revised to read f M�x design and procedures for placmg the grout 6 Soil Naiting This section is supplemented with the following The Contractor shall make and cure grout cubes ance per day in accordance with WSDOT Test Method T 813 These samples shall be retained by the Contractor until all associated verification and praof testing of the soil nails has been successfully completed if the Contractor elects to test the grout cubes for compressive strength, testing shall be conducted by an mdependent laboratory and shall be in accordance with the WSDOT FOP for AASHTO T106 AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised M9/2012 7 1 6-16 AP6 2 Section 6-16, Soldier Pile and Sotdier Piie Tieback Walls 3 January 2, 2012 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 4$ 49 50 6 Shaft Excavation The third sentence m the seventh paragraph is revised to read ' � , When efforts to advance past the obstruction to the design shaft tip elevatian result in the rate of advance of the shaft drillmg equipment being sigrnficantly reduced relative to , the rate af advance for the rest of the shaft excavation, then the Contractar shall remove the obstruction under the provisions of Section 6 5 6 Pay�tent This section is supplemented with the followmg "Removmg Soldier Pde Shaft Obstructions", estimated Payment for removmg obstructions, as defined m Section 6-16 3(3), wdl be made for the changes in shaft construction methods necessary to remove the obstruction The Contractor and the Engmeer shall evaluate the effort made and reach agreement on the equipment and empioyees utilized, and the number of hours involved for each Once these cost items and their duration have been agreed upon, the payment amount wdl be determmed using the rate and markup methods specified in Section 1-09 6 For the purpose of providing a common proposal far all bidders, the Contractmg Agency has entered an amount for the item "Removing Soldier Pile Shaft Obstructions" in the b�d proposal to become a part of the total bid by the Contractor If the shaft construction equipment is idled as a result of the obstruction removai work and cannot be reasonably reassigned within the pro�ect, then standby payment for the idled equipment will be added to the payment calculations If labor �s idled as a result of the obstruction removal work and cannot be reasonably reassigned withm the proJect, then ali labor costs resulting from Contractor labor agreements and established Contractor policies will be added to the payment calculations The Contractor shall perform the amount of obstruction work estimated by the Contracting Agency within the original time of the contract The Engmeer will cons�der a time ad�ustment and additional compensation for costs related to the extended duration of the shaft construction operations, provided the dollar amount estimated by the Contrac#ing Agency has been exceeded, and, 2 the Contractor shows that the obstruction removal work represents a delay to the completion of the pro�ect based on the current progress schedule provided m accordance with Section 1-08 3 6-17 AP6 Section 6-17, Permanent Ground Anchors January 2, 2012 6-1'.3(3) Submittals The first sentence in the sixth paragraph is revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 4/9/2012 8 , ' ' ' ' � � C� , ' ' ' L _1 , ' ' 1 1 I u 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 The Contractor shall submit the mix design for the grout conforming to Section 9-20 3(4) and the procedures for piacmg the grout ta the Engmeer for appraval fi Installing Permanent Ground Anchors The following new paragraph is mserted after the sixth paragraph The Contractor shall make and cure grout cubes once per day in accordance with WSD4T Test Method T 813 These samples shall be retained by the Contractor until ail associated venfication, performance and proof testing of the permanent ground anchors has been successfully campleted if the Contractor elects to test the grout cubes for compressive strength, test�ng shall be conducted by an independent laboratory and shall be in accardance with the WSDOT FOP for AASHTO T106 7-02 AP7 Section 7-02, Culverts April 2, 2012 18 7-02.5 19 The bid item "Steel Rib Reinforced Polyethylene Culvert Pipe In Diam ", per linear 20 foot is revised to read 21 22 "St Rib Reinf Polyethylene Culv Pipe In Diam ", per Imear foot 23 24 7-04 AP7 25 Section 7-04, Storm Sewers 26 April 2, 2012 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 a7 7-04.3(1)B Exfiltration Tes# — Storm Sewers The fifth column title "PE is revised to �ead "PP from the table titled, "Storm Sewer Pipe Schedules". 7 ' The bid item "Steel Rib Reinforced Polyethylene Storm Sewer Pipe In Diam", per linear foot is revised to read , "St Rib Reinf Polyethylene Storm Sewer Pipe In Diam", per linear foot 7-05 RP7 Section 7-05, Manholes, Inlets, Catch Basins, and Drywells April 2, 2012 7-05.3 Construction Requirements The third paragraph is supplemented with the following Leveling and ad�ustment devices that do not modify the structural mtegrity of the meta! frame, grate or cover, and do not void the origmatmg foundry's compliance to these specifications and warranty is allowed Approved leveling devices are listed in the Qualified Products List Leveling and ad�ustmg devices that interfere with the backfilling, backfill density, grouting and asphalt density wdl not be allowed The AMEkDMENTS TO THE 2012 STANDARD SPECIFlCA710NS 800K Revised 4/9l2012 9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 hardware for teveling and ad�usting devices shall be completely removed when speci�ed by the Pro�ect Engmeer 8-01 AP8 Section 8-01, Erosion Control and Water Pollution Control April 2, 2012 8-01.3(2)D Mulching � The fallawing two new paragraphs are inserted after the fourth paragraph Short Term Mulch shali be hydraulically applied at the rate of 2500 pounds per acre and may be applied in ane lift Moderate-Term Mulch and Long-Term Mulch shall be hydraulically applied at the rate of 35Q0 pounds per acre with no more than 2000 pounds applied in any single lift 8 Soil Binders and Tacking Agents The first paragraph is revised to read Tacking agents or soil bmders applied using a hydroseeder shali have a mulch tracer added to v�s�bly a�d urnform application This tracer shall not be harmful to plant, aquatic, or animal life A minimum of 125 pounds per acre and a maximum of 250 pounds per acre of Short-Term Mulch shall be used as a tracer The last two paregraphs are deleted 8 Dates for Application of Fina[ Seed, Fertilizer, and Muich In the first paragraph, "Engmeer" is revised to read "Pro�ect Engineer" Note 1 of the table in the first paragraph is revised to read ' Where Contract timing is appropriate, seeding, fertilizing, and mulching shall be accomplished dunng the fail period listed above The third paragraph is deleted 8 Piacing Plastic Covering The second and third parag�aphs are revised to read Clear plastic cavermg shall be used to promote seed germmation when seeding is performed outside of the Dates for Application of Final Seed in Section 8-01 3(2)F Black plastic covering shall be used for stackpiles or other areas where vegetative growth is unwanted The plastic cover shall be installed and mamtamed in a way that prevents water from cuttmg under the plastic and prevents the plastic cover from blowing open in the wind 8 Check Dams This section is revised to read Check dams shall be installed as soon as�construction will allaw, or when designated by the Engineer The Contractor may substitute a different check dam, in lieu of what is AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Revised 4/9I20�2 10 I � � ' ' ' ' � I � � ' � ' 1 1 1 , � ' ' ,I � ' 1 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 2$ 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 specified in the contract, with approval of the Engineer The check dam is a temporary or permanent structure, built across a minor channel Water shall not flow through the check dam structure Check dams shall be constructed in a manner that creates a ponding area upstream of the dam to allow pollutants to settle, wi#h water from increased flows channeled aver a spillway in the check dam The check dam shall be constructed to prevent erosion in the area below the spdiway Check dams shall be placed perpendicular to the flow of water and mstalled in accardance with the Standard Plans The outer edges shall extend up the sides of the conveyance to prevent water from gomg around the check dam Check dams shall be of sufficient he�ght to maximize detention, without causmg water to leave the ditch Check dams shali meet the requirements in Section 9-14 5(4) 8 Stabilized Construction Entrance The first paragraph is revised to read Temporary stabilized construction entrance shali be constructed m accordance with the Standard Plans, prior to begmrnng any ciearmg, grubbing, embankment or excavation All quarry spall material used for stabilized construction entrance shall be free of extraneous materials that may cause or contribute to track aut 8 Gravel Fitter, Wood Chip, or Compost Berm The first paragraph is revised ta read Fdter berms shall retain sediment and direct flows The gravel filter berm shall be a minimum of 1 foot in height and shall be maintained at this height for the entire time they are m use Rock material used for filter berms shall meet the grading requirements in Section 9-03 9(2), but shall not include any recycled matenals as outlined in Section 9-03 21 8 Straw Bale Barrier This section includmg title is revesed to read 8-01.3(9)C Vacant 8-01.3(11) Vacant This section includmg title is revised to read 8 Outlet Protection Outlet protection shall prevent scour at the outlets of ponds, pipes, ditches or other conveyances All quarry spali material used for outlet protection shall be free of extraneous matenal and meet the gradation requirements in Section 9-13 6 8 Temporary Curb This section is revised to read Temporary curbs shall divert or redirect water around erodible sods Temporary curbs shall be mstalled along pavement edges to prevent runoff from flowmg onto erodible slopes Water shall be directed to areas where erasion can be controlled The temparary curbs shall be a minimum of 4 inches in height Ponding shall not be �n roadways AMENDMENTS TO THE 2012 STANDARD SPECIFiCATiONS BOOK Revised 4J9/2012 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2Q 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 8 Measurement The third paragraph is revised to read Check dams wdl be measured per Imear foot one time only along the completed check dam No additianal measurement wdl be made for check dams that are required to be rehabilitated or replaced due to wear This section is supplemented with the following Outlet Protection wili be measured per each initial installation at an outlet location 8 Payment This section is supplemented with the followmg "Outlet Protection", per each 8-02 AP8 Section 8-02, April 2, 2012 Roadside Restoration 8-02.5 Payment The paragraph followmg bid item "Coarse Compost", per cub�c yard" is revised to read The urnt Cantract price per cubic yard for "Fine Compost", Medium Compost" or "Coarse ComposY' shall be full pay for furnishing and spreading the compost onto the existing sod 8-03 AP8 Section 8-03, Apri12, 2012 Irrigation Systems 8-03.3(7) Flushing and Testing The fifth paragraph is deleted 8-04 AP8 Section 8-04, Curbs, Gutters, and Spiliways April 2, 2012 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways This section is supplemented with the following new sub 8 Roundabout Cement Concrete Curb and Gutter Roundabout cement concrete curb and gutter and roundabout splitter island nosmg curb shail be shaped and firnshed ta match the shape of the ad�oining curb as shown m the Plans All other requirements for cement concrete curb and cement concrete curb and gutter shall apply to roundabout cement concrete curb and gutter 8 Measurement This section is supplemented with the following Roundabout splitter island nosmg curb wdl be measured per each AMENDMENTS TO THE 2012 STANDARD SPHCIFICATIONS BOOK Revised 4/9/2012 12 '� � ' ' ' ' ' � ' ' , � ' , ' I � ' , � 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 3Q 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 8-04.5 Payment The bid item, "Raundabout Truck Apron Cement Concrete Curb°, per linear foot is deleted This sectian is supplemented with the following "Raundabout Cement Concrete Curb and Gutter", per linear foot The unit Cantract pnce pe� linear foot for "Roundabout Cement Concrete Curb and Gutte�" shall be full payment for all costs for the Work including transitionmg the roundabout cement concrete curb and gutter to the ad�oining curb shape "Raundabout Spiitter Island Nosing Curb", per each The urnt Contract price per each for "Roundabout Splitter Island Nosing Curb" shall be full payment for all costs for the Work including transitioning the roundabout splitter island nosing curb to the ad�oinmg curb shape 8-12 AP8 Section 8-12, April 2, 2012 Chain Link Fence and Wire Fence in this Section "Engineer° is revised to read "Pro�ect Engmeer" 8 Ma#erials This sectian is suppiemented with the following Paint 9-08 1(2)B 8 Posts The words "for Type 3 and Type 4 fences" and "on Type 3 and Type 4 fences" are deleted from this section The first sentence of the fifth paragraph is revosed to read After the post is set and plumbed, the hole shall be filled with Grout Type 4 The third sentence in the sixth paragraph is replaced with the following two sentences After the post is set and plumbed, the hale in the portion of the post in solid rock shall be filled with Grout Type 4 The grout shall be thoroughly worked into the hole so as to leave no voids The seventh paragraph is deleted The rnnth paragraph is revised to read Steep slopes or abrupt topography may require changes in var�ous elements of the fence It shall be the responsib�lity of the Contractor to provide all posts of sufficient length to accommodate the chain Imk fabnc The tenth paragraph is revised ta read AMEMDMENTS TO THE 2D12 STANDARD SPECIFICATIONS BOOK Revised 4/9/2012 13 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 All round posts shall have appraved top caps fastened securely to �the posts The base of the top cap fitting for round posts shall feature an apron around the outside of the posts 8 Top Rail This section's content mcluding t�tle is deleted and replaced with 8-12.3(1)B Vacant 8-12.3(1)C Tension Wire and Tension Cabte This sect�on's content mcluding title is revised to read 8 Tension Wire Tension Wires shall be attached to the posts as detaded in the Plans or as approved by the Engmeer 8 Chain Link Fabric The first three paragraphs are revised to read Chain Imk fabric shall be attached after the cables and wires have been properly tensioned Chain Imk fabric shall be ptaced on the face of the post away fram the Highway, except on honzontal curves where it shall be placed on the face an the outside of the curve unless otherwise directed by the Pro�ect Engmeer Chain Imk fabric shall be placed approximately 1-inch above the ground and on a straight grade between posts by excavating high points of ground Fdling of depressions will be permitted only upon approval of the Pro�ect Engmeer The fourth sentence m the fourth paragraph is revised to read The top and bottom edge of the fabric shall be fastened with hog nngs to the top and bottom tension wires as may be applicable, spaced at 24-inch intervals 8 Chain Link Gates The third paragraph is deleted 8 Posts In the second paragraph, "commercial" is deleted The first sentence of the fifth paragraph is revised to read After the post �s set and plumbed, the hole shall be filled with Grout Type 4 The fourth sentence in the sixth paragraph is replaced with the followmg two sentences After the post is set and plumbed, the hole in the portion of the post m solid rock shall be filled with Grout Type 4 The grout shall be thoroughly worked �nto the hole so as to leave no voids AMENDMENTS TO THE 2012 STAWDARD SPECIFICATIONS BOOK Revised 419/2012 14 ' ' ' ' C J '� t ll '� , C � ' � � , � , ' 1 2 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 The tenth paragraph is revised to read Where the new fence loins an existmg fence, the 2 shall be attached in a manner satisfactory to the Pro�ect Engineer, and end or corner posts shall be set as necessary The eleventh paragraph is deleted 8 Payment The paragraph followmg the item "Cham Link Fence Type ", per linear faot is revised to read TF�e urnt Contract price per linear foot for "Chain Link Fence Type " shall be full payment for all costs for the specified Work including brace post mstallation and all other requirements of Section 8-12 for Cham Lmk Fence, unless cavered in a separate Bid ltem m this Section The following paragraph is mserted after the item "End, Gate, Corner, and Pull Post for Chain Lmk Fence", per each The unit Contract price per each for "End, Gate, Comer, and Pull Post for Chain Link Fence" shall be full payment for all costs for the specified Work The foliowing paragraph is inserted after the item "Single 6 Ft Chain Link Gate", per each The urnt Contract price per each for "Double 14 Ft Chain Link Gate", "Double 20 Ft Cham Lmk Gate°, and "Singie 6 Ft Chain Link Gate", shall be full payment for ail costs for the specified Work The paragraph followmg the item "Wire Fence Type ", per linear foot is revised to read The urnt Contract price per each for "Wire Fence Type " shali be full payment for all costs for the specified Work including payment for clearmg of the fence line , The following paragraph is inserted after the item "Double Wire Gate 20 Ft Wide", per each t The unit contract price per each for "Single Wire Gate 14 Ft Wide" and "Double Wire Gate 20 Ft Wide" shall be full payment for all costs for the specified Work The paragraph foliowing the item "Access Control Gate", per each is revised #o read The unit contract price per each for "Access Control Gate" shall be fuli payment for all costs to pertorm the specified Woric 8-15 RP8 Section 8-15, Riprap April 2, 2012 8-15.1 Descriptian The second paragraph is revised to read AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rewsed 4/9/2012 � 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Riprap will be classified as heavy loose riprap, light loose riprap, and hand placed riprap 8-20 AP8 Section 8-20, qlumination, Traffic Signat Systerr�s, And Electrical January 2, 2012 8-20.3(9) Bonding, Grounding The �rst sentence in the second paragraph is replaced with the following two sentences All conduit installed shall have an equipment ground conductor mstalled in addition to the conductors nated in the Contract Conduit with mnerducts shall have an equipment ground conductor installed in each innerduct that has an electrical conductor 8-21 AP8 Section 8-21, Permanent Signing April 2, 2012 8-21.2 Materials The third sentence is revised ta read Materials far sign mounting shall conform to Section 9-28 11 8 Fabrication of Steel Structures The first sentence in the first paragraph is revised to read Fabrication shall conform to the applicable requirements af Section 6-03 and 9-06 This section is supplemented with the following All fabrication, including repairs, adJustments or modifications of previously fabricated sign structure members and connection elements, shall be pertarmed in the shop, under an Engineer approved shop drawmg prepared and submitted by the Contractor for the original fabrication or the specific repair, ad�ustment or modification Sign structure fabrication repair, ad�ustment or modification of any kind in the field is not permitted if fabrication repair, ad�ustment or modification occurs after a sign structure member or connection element has been galvarnzed, the entire member or element shall be re- galvanized m accordance with AASHTO M 111 8 Vacant This section mcluding title is revised to read 8 Erection of Steel Structures Erection shall conform to the applicable requirements of Sections 6-43 and 8-21 3(9)F Section 8-21 3(9}F notwithstanding, the Contractor may erect a sign bndge prior to completion of the shaft cap portion of one foundation for one post provided the following conditions are satisfied The Contractor shall submit design calculations and working drawmgs of the temporary supports and falsewark supporting the sign bndge near the location of the incomplete foundation to the Engmeer for approval in accordance with AMENDMENTS TO THE 2012 STANDARD SPEGIFICATIONS BOOK Revised 4/9/2012 16 ' ' , , ' ��I ' , L_J � ' , ' ' LJ ' ' ' ' 1 2 3 4 5 6 $ 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 Section 6-01 9 The submittal shall include the method of releasing and removing the temparary supports and falsework without mducmg loads and stress mto the sign bridge 2 The Contractor shall submit the method used to secure the anchor bolt array in proper position with the sign bridge while casting the shaft cap concrete ta complete the foundation 3 The Contractor shall erect the sign bridge and temporary supports and falsework, complete the remaining portion of the incomplete foundation, and remove the temporary supports and falsework, in accardance with the workmg drawing submrttals as approved by the Engineer 8 Foundations The eighth paragraph is replaced with the followmg three new paragraphs After construction of concrete foundations for sign bridge and cantdever sign structures, the Cantractor shall survey the foundation locations and elevations, the anchor bolt array locations and lengths of exposed threads The Contractor shall confirm that the survey conforms to the sign structure post, beam, span and foundation design geometry shawn m the Plans, and shall identify any deviations from the design geometry shown m the Plans When deviations are identified, the Contractor shail notify the Engineer, and such notice shall be accompanied by the Gontractor's proposed method(s) of addressmg the deviations, mcluding removal and reconstruction of the shaft cap portion of the affected concrete foundation as outlmed in this Section, or fabrication repair, ad�ustment or modification, with associated shop drawmgs, in accordance with Section 8-21 3(9)A s If the Contractor's survey mdicates that a concrete foundation has been constructed , incorrectly for a sign structure that has already been fabricated, the Contractor may remove and reconstruct the shaft cap portion of the foundation, m accordance with Section 1-07 13, provided the foilowmg conditions are satisfied The Contractor shall submit the method and equipment to be used to remove the portion of the concrete foundation to be removed and reconstructed to the Engmeer for approval in accordance with Section 1-05 3 The submittal shall include confirmation that the equipment and the method of operation is appropriate to ensure that the existmg anchor bolt array and primary shaft vertical steel reinforcing bars will not be damaged 2 All steel reinforcing bars, except for steel reinforcmg bars extendmg from the battom portion of the foundation to remam, shall be removed and disposed of m accordance with Sections 2-02 3 and 2-Q3 3(7)C, and shall be replaced with new steel reinforcing bars conforming to the size, dimensions and geometry shown in the Plans All concrete of the removed port�on of the foundation shall be removed and disposed of in accordance with Sections 2-02 3 and 2- 03 3(7}C 3 The Contractor shall ad�ust the primary shaft vertical steel remforcmg bars as necessary in accordance with Section 6-02 3(24)C to provide clearance for the anchor bolt array AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 4/9/2012 17 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Za 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Sign structures shall not be erected on concrete foundations until the Contractor confirms that the foundations and the fabricated sign structures are either compatible with each other and the design geometry shown m the Plans, or have been modified in accordance with this Section and as approved by the Eng�neer to be compat�ble w�th each other, and the foundations have attamed a compressive strength of 2,400-psi 8 Payment This section is supplemented with the following All costs in connection with surveying completed concrete foundations for sign bridges and cantilever sign structures shall be included m the lump sum contract pnce for "Structure Surveying", except that when no Bid item is included in the Proposal for "Structure Surveying" then such costs shall be mcluded in the lump sum contract price(s) for "Sign Bndge No " and "Cantilever S�gn Structure No " 8-25 AP8 Section 8-25, Glare Screen April 9, 2012 In this section, "tension cable" and "cable" are deleted 8 Posts The first sentence in the first paragraph is revised to read Posts shall be constructed in accordance with the Standard Plans and appiicable provisions of Section 8-12 3(1)A The last paragraph is revised to read All round posts far Type 1 Design B and Type 2 glare screen shall be fitted with a watertight top securely fastened to the post Line posts shall have tops designed to carry the top tension w�re 8 Tension Cabfes This sections content mcludmg title is deleted 8 Fittings, Attachments, and Hardware This sections content mcluding title is deleted 9-03 AP9 Section 9-03, Aggregates Aprit 2, 2012 9-03.14(1} Gravel Borrow Note' is deleted, inciudmg the reference m the table 9 Select Borrow Note' is deleted Note 2 is re-numbered Note', includmg the reference in the tabie AMENDMENTS TO THE 2012 STANDARD SPECIFIGATIONS BOOK Revised 4l9/2012 18 ' � ' � lJ ' , , 1 ' ' 1 1 1 ' , ' , 1 1 2 4 5 6 7 8 9 10 11 9 Gravel Borrow for Geosynthetic Retaining Wall This section is revised to read All backfill materral far geosynthet�c retairnng walls shall consist of granular material, either naturally occurring or processed, and shall be free drairnng, free from organic or otherwise deleterious material The material shall be substantially free of shale or other soft, poor durabdity particles, and shall not contain recycled materials, such as glass, shredded tires, portland cement concrete rubble, or asphaltic concrete rubble TF�e backfill matenal shall meet the follow�ng requirements for gradmg and quality Sieve Siae Percent Passin 1 '/4 " 99-100 I " 90-100 No 4 SO-80 No 40 30 max No 200 7 0 max Sand E uivalent 50 rnin 12 13 All percentages are by weight 14 Pro er Test Method Allowable Test Valuc Los Angeles Wear AASHTO T 96 35 percent max 500 rev De rat�on Factor WSDOTTest Method 113 15 min H, ermanent walls AASHTO T 289 4 5-9 � H, tem ora walts AASHTO T 289 3-10 15 16 17 18 19 20 21 22 23 24 25 26 z� Za 29 30 31 32 33 34 35 Wal) backfill material satisfying these grading and property requirements shall be classified as nonaggressive 9 General Requirements The first sentence in the first paragraph is revised to read Hot Mix Asphalt, Concrete Rubble, Recycled Glass (glass cullet), and Steel Furnace Slage may be used as, or blended uniformly with naturally occurnng materials for aggregates 9 Vacant This section mcludmg title is revised to read 9 Recycled Glass (Glass Culletj Glass Cullet shall meet the requirements of AASHTO M 318 with the additional requirement that the glass cullet �s I►m�ted to the maximum amounts set m Section 9- 03 21(1)E for recycled glass Prior to use the Contractor shalf provide certification ta the Pro�ect Engineer that the recycled glass meets the physical properties and deleterious substances requirements m AASHTO M-318 AMENDMENTS TO TNE 2012 STANDARD SPECIFICATIONS BOOK Revised 4l9/2012 19 1 9-03.21(1) E Table on Maximum Atlowable Percent (By Weight) of Recycfed 2 Material 3 The column headmg "Recycled Glass" is revised to read "Recycled Glass (Giass Cullet) in 4 the table 5 6 In the column "Recycled Glass (Glass Culiet)" all amounts are revised to read "20" begmrnng 7 with the item "Ballast" and continumg down untd the last item m the table 8 9 9-04 AP9 10 Section 9-04, Joint And Crack Sealing Materiats 11 January 2, 2012 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 9 Joint Sealants This section is supplemented with the following new sub 9 Polyurethane Sealant Polyurethane sealant shall conform to ASTM C 920 Type S Grade NS Class 25 Use M Polyurethane sealant shall be compatible with the closed cell foam backer rod When required, compatibility characteristics of sealants in contact with backer rods shall be determined by Test Method ASTM C 1087 9 Cfosed Cetl Foam Backer Rod Closed cell foam backer rod for use with polyurethane sealant shall conform to ASTM C 1330 Type C 9-06 AP9 Section 9-06, Structurat Steel and Related Materials April 2, 2012 9-06.5(3) High Strength Bolts tn this section, "AASHTO M 291" is revised to read "ASTM A 563" 9-10 AP9 Section 9-10, Piling April 2, 2012 9-10.4 Steel Pile Tips and Shoes In the first paragraph "ASTMA A 148 Grade 60-90" is revised to read "ASTMA A 148 Grade 90-60 9-14 AP9 Section 9-14, Erosion Control and Roadside Planting April 2, 2012 9-14.3 Fertilizer The second sentence in the first paragraph is revised to read It may be separate or in a mixture contaming the percentage of total nitrogen, available phosphoric acid, and water-soluble potash or sulfur in the amounts specified AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS 800K Revised 4/9/2Q12 2� ' ' � � C L ' ' ' , ' � , , , , ' � 1 1 2 3 4 5 6 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 9 HydraulicaNy �4pplied Erosion Control Products (HECPs ) The fourth row in Table 1 is revised to read Heavy Meta(s EPA 6020A Totat Metals Antimony — < 4 mg/kg Arsenrc — < 6 mg/kg Bar�um — < 80 mg/kg Boron —< 160 mglkg Cadmium — < 2 mglkg Tota! Chrom�um — < 4 mg/kg Copper — < 10 mg/icg Lead — < 5 mg/kg Mercury — < 2 mg/kg N�ckel — < 2 mg/kg Selenium — < 10 mg/icg Stront�um — < 30 mg/kg Zinc — < 30 m 9-14.4(2)A Long Term Mutch In the first paragraph, the phrase "withm 2 hours of application" is deleted 9 Wood Strand Mutch The last sentence in the second paragraph is deleted This section is supplemented with the followmg new paragraph The Contractor shall provide Material Safety Data Sheet (MSDS) that demonstrates that the praduct is not harmful to plant I�fe and a test report performed in accordance w�th WSDOT Test Method 125 demonstrating compliance to this specification prior to ,,, acceptance 9 Compost The second paragraph is revised to read Compost production and quality shall comply with WAC 173-350 and for biosolids composts, WAC 173-308 The third paragraph is to read Compost products shall meet the follawing physical criteria Compost material shaii be tested in accordance with U S Composting Council Testing Methods for the Examination of Campost and Compostmg (TMECC} 02 02-B, "Sample S�eving for Aggregate Size Classification" Fine compost shall meet the following gradation Sieve Size Percent Passin M9nimam Maximum 1" 100 Jg" 90 100 '/A" 75 100 AMENDMENTS TO THE 2012 STANDARD SPEGIFICATIONS BOOK Revlsed 41912012 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Note Maximum particle Isngth of 4 mches Medium compost shall meet the following gradation Sreve Size Percent Passin Minimum Maximum 1" 100 / 85 100 '/a" 70 $5 Note Maximum particle length of 4 inches Medium compost shall have a carbon to rntrogen ration (C N} between 18 1 and 35 1 The carbon to nitrogen ration shall be calculated usmg dry weight of "Organic Carbon" using TMECC 04 01A divided by the dry weight of "Total N" using TMECC Q4 02D Coarse compost shall meet the following gradation Sieve S,ae Percent Passon Minimum Maximum 2" 100 1" 90 100 3 �q�� I Q 1 00 Y<" 40 60 Note Maximum particle length of 6 inches Coarse compost shall have a carbon to nitrogen ratio'(C N) between 25 1 and 35 1 The carbon to rntrogen ratio shalf be calculated using the dry weight of "Organic Carbon" using TMECC 04 01A divided by the dry weight of "Totai N" using TMECC 04 02D 2 The pH shall be between 6 0 and 8 5 when tested in accordance with U S Composting Council TMECC 04 11-A, "1 5 Slurry pH" 3 Manufactured inert material {plastic, concrete, ceramics, metal, etc ) shall be less than 'f percent by weight as determined by U S Composting Council TMECC 03 08-A "Classification of inerts by Sieve Size" 4 Minimum organic matter shai! be 40 percent by dry weight basis as determmed by U S Compasting Councd TMECC 05 07A "Loss-On-Ignition Orgarnc Matter Method (LOI)" 5 Soluble salt contents shall be less than 4 0 mmhos/cm when tested m accordance with U S Composting Counal TMECC 04 10 "Electrical Conductivity ° � 7 Maturity shall be greater than 80 percent m accordance with U S Composting Councd TMECC 05 05-A, "Germination and Root Elongation" Stability shall be 7-mg CO2—C/g OM/day or below in accordance with U S Compostmg Councd TMECC 05 08-B "Carbon Dioxide Evolution Rate" � ' � ' AMENDMENTS TO THE 2012 STANDARO SPECIFICATIONS BOOK Revised 4/9/2012 22 ' � ' , � , � �I �i , ' ' ' � , ' , � � 1 2 3 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 8 The compost product shali originate from orgarnc waste as defined m WAC 173 350 as "Type 1 Feedstocks", "Type 2 Feedstocks", and/or "Type 3 Feedstocks" The Contractor shall provide a list of feedstock sources by percentage m the final compost product 9 The Engineer may also evaluate compost for matur�ty using U S Compasting Caunal TMECC 05 OS-E "Solvita� Matunty index" Fine compost shall score a number 6 or above on the Solvita� Compost Maturity Test Medium and coarse compost shall score a 5 or above an the Solvita� Compost Maturity Test 9 Compost Approvat This section's title is revised to read 9 Compost Submittal Requirements The first sentence in this section up until the colon is revised to read The Gontractor shail submit the following information to the Engmeer for approval Item No 2 in the first paragraph is revised to read 2 A copy of the Solid Waste Handling Permit issued to the manufacturer by the Jurisdictional Health Department in accordance with WAC 173-35Q (Minimum Functional Standards for Solid Waste Handling} or for biosolid composts a copy of the Coverage Under the General Permit for Biosolids Management issued to the manufacturer by the Department of Ecology in accordance with WAC 173-308 (Biosolids Management) 9 Erosion Control Blanket The second sentence m the �rst paragraph is revised to read The Contractor shall supply independent test results from the National Transportation Product Evaluation Program (NTPEP) meetmg the following requirements m Tables 6 and 7 9-14.5(4) Geotextile Encased Check Dam This section mcluding titie is revised to �ead 9-14.5(4) Check Dams All meterials used for check dams shall be nan-toxic and not pose a threat to wddlife when mstalled This section is supplemented with the followmg new sub-sections 9 Biodegradable Check Dams Biodegradable check dams shall meet the followmg requirements Biodegradable Check Dams Materials Wattle Check Dam 9-14 5(5} Compost Sock Check Dam 9-14 5(6) AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Revised 4/9/2012 23 1 2 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 Coir Log Check Dam 9-14 5(7) Cl The Contractor may substitute a different biodegradable check dam as long as it ' complies with the followmg and is approved by the Engineer 1 � Made of natural plant fiber Netting if present shall be b�odegradabie 9-14.5(4)B Non-biodegradable Check Dams Non-biodegradabie check dams shall meet the followmg requirements 1 Geotextde materials shall confarm to section 9-33 for sdt fence �, ' � 2 Other such devices that fulfill the requirements of section 9-14 5(4} and shall be approved by the Engineer prior to �nstallation ' 9-14.6(1) Description In item No C in the fourth paragraph, "22-inch" is revised to read "2-inch" 9-16 AP9 Section 9-16, Fence and Guardrail April 2, 2012 9-16.1(1)A Post Material for Chain Link Fence The last sentence m the last paragraph is deleted 9-16.1(1)C Tension Wire and Tension Cable This section includmg title is revised to read 9-16.1(1)C Tension Wire Tens�on wi�e shall meet the requirements of AASHTO M 181 Tension wire galvarnzing shall be Class 1 9-16.1(1)D Fittings and Hardware The last paragraph is deleted 9-16.1(2) Approval This section is deleted 9-16.6(3} Posts This section is revised to read Line posts for Types 1 and 2 glare screens shall be 2 mch inside diameter galvanized steel pipe with a nominal weight of 3 65 pounds per Imear foot End, corner, brace, and pull posts for Type 1 Design A and B and Type 2 shall be 2'/Z inch mside diameter galvarnzed steel pipe with a nominal weight of 5 79 pounds per linear foot Intermediate pull posts (braced line posts) shall be as specified for line posts AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOQK Rewsed 4/9/2012 24 �I �� ' � ' � � , � ' ' ' � ' 1 ' �J ' ' ' i 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 44 41 42 43 44 45 46 47 48 49 50 The base mater�ai for the manufacture of steel pipes used for posts shall conform to the requirements of ASTM A 53, except the weight tolerance on tubular posts shall be applied as provided below Posts provided for glare screen will have an acceptance tolerance on the weight per Imear foot, as specified, equai to plus or mmus 5 percent ?'his tolerance will apply to each individual post All posts shall be galvan�zed �n accordance with AASHTO M 181 Section 32 The mirnmum average zmc coating is per square foot of surface area This area is defined as the total area mside and outside A sample for computing the average of mass of coatmg is defined as a 12-inch piece cut from each end of the galvanized member 9 Cable This section mcluding title �s revised to read 9-16.6(5) Vacant 9-16.6(6} Cable and Tension Wire Attachments This section mcludmg title is revised to read 9-16.6(6j Tension Wire Attachmenfis All tension wire attachments shall be galvanized steel conformmg to the requirements af AASHTO M 232 unless otherw�se specified Eye bolts shall have either a shoulder or a back-up nut on the eye end and be provided with an eye nut where needed or standard hex nut and lock washer'/e-inch diameter for tension wire and of sufficient length to fasten to the type of posts used Turnbuckles shall be of the shackie end type, '/ inch diameter, with standard take-up of 6 inches and provided with 3 /e inch diameter pms 9 Fabric Bands and Stretcher Bars The first paragraph is revised to read Fabric bands shall be'/a mch by 1mch nommal Stretcher bars shall be % inch 3 / inch nominal or 5 /, s inch diameter round bar nominal A 5 /, s inch diameter round stretcher bar shall be used with Type 1 Nominal shall be construed to be the area of the cross section of the shape obtained by multiplying the specified width by thickness A variatian of minus 5-percent from this theoretical area shall be construed as "nominal" size All shall be galvanized to meet the requirements of ASTM F 626 9-20 AP9 Section 9-20, Concrete Patching Material, Grout, and Mortar January 2, 2012 9-20.3(3) Grout Type 3 for Unconfined Bearing Pad Applications This section is revised to read Grout Type 3 shall be a prepackaged material meeting the requirements of ASTM C 928 — Table 1, R2 Concrete or Mortar 9 Grout Type 4 for Multipurpose Applications In the third sentence of the first paragraph, the reference "0 44" is revised to read "0 45" AMENDMENTS TO THE 2072 STANDARD SPECIFICATIONS BOOK Revised 4/9/2012 25 e 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 9-23 AP9 Section 9-23, Concrete Curing Materials and Admixtures Aprif 2, 2012 9-23.2 Liquid Membrane-Forming Concrete Curing Compounds In the first paragraph, "moisture loss" is revised ta read "water retention" 9-29 AP9 Section 9-29, Illumination, Signal, Electricat April 2, 2012 9-29.10(2) Decorative Luminaries The second sentence m the third paragraph is deleted 9 Amplifier, Transformer, and Terminal Cabinets In item No 2 C,"Transformer 23 1 to 12 5 KVA" is revised to read "Transformer 3 1 to 12 5 KVA" 9-34 AP9 Section 9-34, Permanent Marking Materiat April 2, 2012 9-34.2 Paint The second paragraph is revised to read Blue and black paint shall comply with the requirements for yellow pamt m Section 9- 34 2(4} and Section 9-34 2(5), with the exception that blue and black paints do not need ' to meet the requirements for titanium dioxide, directional reflectance, and contrast ration ' � 1 ' 'I � , � ' AMENDMENTS TO THE 2012 STANDARD SPECIFICATIONS BOOK Rev�sed 4/9/2012 26 t � � � ' 1 � TABLE OF CONTENTS lNTRODUCTION TO THE SPECIAL PROVISIONS ........................ ......................................III-1 DiVISION 1 GENERAL REQUIREMENTS ..... .............................................................. ... .III-2 DESCRIPTIONOF WORK ..............................................................................................I11-2 1-02 BID PROCEDURES AND CONDITIONS .................................................... ... .tli-2 1-03 AWARD AND EXECUTION OF WORK ........................ .... ....III-9 1-05 CONTROL OF WORK ........................................................... ... .....................III-10 1-06 CONTROL OF MATERIAL ..............................................................................111-18 1-07 LEGAL RELATIONS AND RESPONSiBILITIES Tt) THE PUBLIC ................I11-19 ' 1-08 PROSECUTION AND PROGRESS ....................................................... ... .....111-40 1-09 MEASUREMENT AND PAYMENT ........................... ......................................III-44 1-10 TEMPORARY TRAFF9C CONTROL ...............................................................111-45 ' � � DIVISION 2 EARTHWORK ... ...........................................................................................IBI-47 2-Q1 CLEARING, GRUBBING, AND ROADSIDE CLEANUP .................................111-47 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS ..................................III-47 2-03 ROADWAY EXCAVATION AND EMBANKMENT ..........................................III-49 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS ...........................................111-50 1 5-04 HOT MIX ASPHALT ........................................................................................1U-50 5-05 CEMENT CONCRETE PAVEMENT ................................................................111-54 ' DiVtSIUN 7 DRAINAGE STRUCTURES, STORM SEWERS, SANITARY SEWERS, WATER MAINS, AND CONDUITS ................................. ..............................111-55 ' 7-05 MANHOLES, INLETS, CATCH BASINS, AND DRY WELLS .........................111-55 7-12 VALVES FOR WATER MAINS .......................................................................I11-55 � ' ' � DIVISION 8 MISCELLANEOUS CONSTRUCTION .........................................................Ill-58 8-0'B EROSION CONTROL AND WATER POLLUTION CONTROL .......................111-58 8-02 ROADSIDE RESTORATION ...........................................................................IU-58 8-06 CEMENT CONCRETE DRIVEWAY ENTRANCES .........................................III-62 8-14 CEMENT CONCRETE SIDEWALK .................................................................111-62 8-22 PAVEMENT MARKING ...................................................................................11l-63 ' City of Bremerton Arm�n Jahr Elementary S►dewalks Pm�ect 0 Apn12012 Table of Contents 1 DIVISION 9 MATERIALS ..................................................................................................I11-65 9-03 AGGREGATES ...............................................................................................III-65 9-14 ER�SION CONTROL AND ROADSIDE PLANTING ......................................111-66 9-28 SiGNING MATERIALS AND FABRICATION .............. ... ...............................111-67 STANDARD PLANS ........................... ................................................................................I11-68 C�ry of Bremerton Arrr+m Jahr E/ementary Srdewalks Pro�ect r��fi Apn! 2012 � � INTRODUCTION TO THE SPECiAL PROVISIONS The foliowing Special Provisians are made a part of this contract and supersede any conflictmg ' provisions of the 2012 Standard Specifications for Road, Bridge and Municipal Construction, and the foregoing Amendments to the Standard Specifications ' Several types of Speaal Prov�sions are mcluded in this contract, General, Region, Bridges and Structures, and Pro�ect Specific Special Provisions types are differentiated as follows �I L_ � ' , � � � u � li � � ' ' {date) �******� {Regions, date) (BSP date) General Specia! Provision Nates a revision to a General Special Provis�on and also notes a Pro�ect Specific Special Provision Region Special Provision Bridges and Structures Special Provision General Special Provisions are similar to Standard Specifications in that they typically apply to many pro�ects, usually in more than one Region Usualiy, the only difference from one pro�ect to another �s the inclusion of vanable pro�ect data, mserted as a"fill-in" Region Special Provisions are commonly applicable within the designated Region Region designations are as follows Regions, ER Eastern Region NCR North Central Region NWR Northwest Region OR C�lympic Region SCR South Central Region SWR Southwest Region WSF Washmgton State Fernes Division Bridges and Structures Special Prov6sions are similar to Standard Specifications in that they typ�cally apply to many pro�ects, usually m more than one Region Usually, the only difference from one pro�ect to another is the inclusian of variable pro�ect data, inserted as a"fill-in" Pro�ect Specific Special Provisions normally appear only in the contract for which they were developed ' C�ry of Bremerton Armrn Jahr Elementary Sidewalks Pro�ect nr-1 Apn12012 , DIVIS106V 1 GENERAL REQUIREMENTS DESCRIPTION OF WORK (March 13, 1995, WSDOT GSPJ This Contract provides for the improvement of *** McClam Avenue from Sheridan Road to East 31 Street and East 31 Street from McClam Avenue to Stewart Avenue with new sidewalks on the west side of McCla�n and south side of East 31S Street, including storm system modifications, crosswaik markings, ADA handicap ramps, and traffic control *** all m accordance with the Contract Plans, these Contract Provisions, and the Standard Specifications 1-02 1-02.1 BID PROCEDURES AND CONDtT10NS Prequalification of Bidd�rs Delete Section 1-02 1 and replace it with the following 1-42.1 Qualifications of Bidder (January 24, 2091 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum qualifications of RCW 39 04 350(1) to be considered a responsible bidder and qualified to be awarded a public works pro�ect 1-02.2 Plans and Specifications (June 27, 2091 APWA GSP) Delete this section and replace it with the follawmg Information as to where Bid Documents can be obtained or reviewed will be found in the Call for Bids {Advertisement for Bids) for the work After award of the cantract, plans and specifications will be issued to the Contractor at no cost as detailed below ' To Prime Contractor Reduced plans (11" x 17") Contract Provisions Large plans (e g, 22" x 34") and Contract Provisions No. of Sets Basis of Distribution *** 4"''* Furnished automatically upon award *** 4 *** *** 2 *** Fumished automatically upon award Furrnshed only upon request Additional plans and Contract Provisions may be abtamed by the Contractor from the source stated in the Call for Bids, at the Contractor's own expense ' City of 8iemerton Arm�n Jahr Elemerrtary S�dewalks ProJect �n-2 Apnl2012 � ' ' � ' 1-02.5 Proposal Forms (June 27, 2011 APWA GSP) Delete this section and replace it with the followmg The Proposal Form wdl identify the pro�ect and its location and describe the work It will also ' list estimated quantities, urnts of ineasurement, the �tems of work, and the materials to be fum�shed at the unit bid prices The bidder shall complete spaces on the proposal form that cal! for, but are not limited to, urnt pnces, extensions, summations, the total bid amount, ' signatures, date, and, where applicable, retad sales taxes and acknowledgment of addenda, the b�dder's name, address, telephone number, and signature, the bidder's D/M/WBE commitment, if applicabie, a State of Washmgtan Contractor's Registration Number, and a Business License Number, if applicable Bids shall be completed by typing or shall be ' printed in ink by hand, preferably in black ink The required certifications are included as part of the Proposal Form ' � 1 � ' , ll ' ' ' ' , The Contracting Agency reserves the right to arrange the proposal forms with alternates and additives, if such be to the advantage of the Contracting Agency The bidder shall bid an all alternates and additives set forth in the Proposal Form unless otherwise specified 1-02.6 Preparation of Proposal (June 27, 2011 APWA GSP) Supplement the second paragraph with the following 4 � lf a minimum bid amount has been established for any item, the urnt or lump sum pnce must equal or exceed the minimum amount stated Any cor�ection to a bid made by mterlineation, alteration, or erasure, shall be initialed by the s�gner of the bid Delete the last paragraph, and replace it with the following The Bidder shall make no s#ipulation on the Bid Form, nor qualify the bid in any manner A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accomparned by evidence of authority to sign) A bid by a partnership shall be executed m the partnership name, and signed by a partner A copy of the partnership agreement shall be submitted with the Bid Form if any D/IU[/WBE requirements are to be satisfied through such an agreement A bid by a �oint venture shall be executed m the �oint venture name and signed by a member of the �oint venture A copy of the �omt venture agreement shall be submitted with the Bid Form if any D/W/MBE requirements are to be satisfied through such an agreement � (August 7, 2006) Cumulafive A/ternafes Bidding This B�d Proposal requires the bidde� to bid cumulative Alternates as part of the bid As such the bidder is required to submit a Base Bid and a bid for each of the cumulative Alternate(s) A1, A2, A3, {etcetera ) C►ty of 8remerton Armrn Jahr Elementary Sidewalks Pro�ect �rr-3 Aprt12012 ' Bid Proposal The bid proposal is cornposed of the following parts 1 Base Bid , The base bid shai! mclude constructing all items included in the proposal except those items contained m the Alternate(s) A1, A2, A3, (etcetera ) 2 Alternate(s} A1, A2, A3, (etcetera) 15 a Alternate A1 Based on constructing ("*'` $$six (6) dnveways along McClain to current ADA standards$$ **") The bid items for Alternate A1 are as listed in the bid proposal b Alternate A2 Based on constructmg ("** $$2$$ *�`} The bid items for Alternate A2 are as listed in the bid proposal c Alternate A3 Based on constructing (*** $$3$$ *'*) The bid items for Alternate A3 are as listed in the bid proposal Bidding Procedures To be considered responsive the bidder shall submit a price on each and every item of work mcluded m the Base Bid and all Alternate(s ) Award Procedures The successful bidder wdl be the bidder submitting the lowest responsible bid for the preference, listed in the arder below, which is withm the amount of Available Funds for the pro�ect to be announced at the time of the bid openmg Avadable Funds will be announced immediatefy prior to the opening of bids 1 Preference 1 Lowest total for (Base Bid plus Alternate A1 plus Alternate A2 plus Alternate A3, plus {etcetera)) 2 Preference 2 Lowest total for (Base Bid plus Alternate A1 plus Alternate A2 plus Alternate A3,) 3 Preference 3 Lowest total for (Base Bid pius Altemate A1 plus Altemate A2 ) 4 Preference 4 Lowest total for Base Bid plus Alternate A1 5 Preference 5 Lowest total for Base Bid In any case, the award will be subJect to the requirements of Section 1 (August 2, 2004) The fifth and sixth paragraphs of Section 1-02 6 are deleted C�ty of Bremerton Armm Jahr Elementary Srdewalks Pro/ect ru-4 Apnl 2012 ��i �� I ' ' � � ' ' ' LJ 1-02.7 Bid Deposit (October 1, 2005 APWA GSP) Supplement this section with the following Bid bonds shall contain the following 1 Contracting Agency-ass�gned number for the pro�ect, 2 Name of the pro�ect, 3 The Contracting Agency named as obligee, 4 The amount of the bid bond stated either as a dollar figure or as a percentage which represents five percent of the maximum bid amaunt that could be awarded, 5 Signature of the bidder's officer empowered to sign official statements The signature of the person authorized to submrt the b�d should agree with the signature on the bond, and the titie of the person must accompany the said signature, 6 The signature of the surety's officer empowered to sign the bond and the power of attorney If so stated in the Contract Provisions, bidder must use the bond form included m the Contract Provisions 1-02.9 Detivery of Proposal (January 24, 209 9 APWA GSP) Delete this section and replace it with the foilowing Each proposal shail be submitted in a sealed envelope, with the Pro�ect Name and Pro�ect ' Nurnber as stated tn the Rdvertisement for Bids clearly marked on the outside of the envelope, or as otherwise required m the Bid Documents, to ensure proper handlmg and delivery ' � � ' , � The Contracting Agency wiil not consider Proposals it receives after the time fixed for opernng Bids in the call for Bids 1-02.13 Irregular Proposals (March 25, 2009 APWA GSP) Revise item 1 to read 1 A proposal will be considered irregular and will be re�ected if � a The Bidder is not prequalified when so re4uired, b The authorized proposal form furnished by the Contractmg Agency is not used or is altered, c The completed proposal form contains any unauthorized additions, deletions, alternate Bids, or conditions, d The B�dder adds provisions reserving the right to reJect or accept the awa�d, or enter into the Contract, e A price per unit cannat be determined from the Bid Proposal, f The Proposal form is not praperly executed, ' C�ty of Bremerton Armrn Jahr Elementary Srdewalks ProJecf ut-5 Ap�l 2012 �l � g The Bidder fails to submit or properly complete a Subcontractor list, if applicable, as required m Section 1-02 6, h The Bidder fads to submit or properly complete a Disadvantaged, Mmonty or Women's Business Enterpnse Certification, if appiicable, as required in Section 1-02 6, i The Bid Proposal does not constitute a defirnte and unqualified offer to meet the material terms of the Bid invitation, or � More than one proposai is submitted for the same proiect from a Bidder under the same or different names 1-02.14 Disqualification of Bidders (March 25, 2009 APWA GSP, Opt�on B) Delete this Section and replace it with the followmg A Bidder will be deemed not responsible if 1 the Bidder does not meet the mandatory bidder responsibility criteria m RCW 39 04 350(1), as amended, or 2 evidence of coliusion exists with any other Bidder or potential Bidder Participants in collusion wdl be restricted from submitting further bids, or 3 the Bidder, �n the opinion of the Contracting Agency, is not qualified for the work or to the full extent of the bid, or to the extent that the bid exceeds the authorized prequalification amount as may have been determined by a prequalification of the B�dder, or 4 an unsatisfactary performance record exists based on past or current Contracting Agency work or for work done for others, as �udged from the standpomt of conduct of the work, workmanship, or progress, a�rmative action, equal employment opportunity practices, termmation for cause, or Disadvantaged Business Enterprise, Mmority Business Enterprise, or Women's Business Enterprise utilization, or 5 there is uncompleted work (Contracting Agency or otherwise), the Contracting Agency might hmder or prevent the prompt bid upan, or � ' ' ' � ' � � � t which in the opirnon of ' completion of the work 6 the Bidder faded to settle bilis for labor or matenals on past or current contracts, unless there are extenuating circumstances acceptable to the Contractmg Agency, or 7 the Bidder has failed to complete a written public contract or has been convicted of a crime arising from a previous public contract, unless there are extenuatmg circumstances acceptable to the Contractmg Agency, or 8 the Bidder is unable, financially or otherwise, to perform the work, m the opirnon of the Contractmg Agency, or 9 there are any other reasons deemed proper by the Contracting Agency As evidence that the Bidder meets the b�dder responsibility criteria above, the apparent two lowest Bidders must submit to the Contracting Agency withm 24 hours of the bid submittal t ' � ' � crry of Breme�ton ' Armm Jahr Elementary Sidewalks Pro/sct m-6 Apn! 2012 , 1 , ' deadlme, documentat�on (sufficient in the sole �udgment of the Contracting Agency) demonstratmg compliance with all applicable responsibdity criteria, mcludmg all documentation specifically listed in the supplemental criteria The Contracting Agency ' reserves the right to request such documentation from other Bidders as well, and to request further documentat�on as needed to assess bidder responsibdity I J ' ' The basis for evaluation of Bidder compliance with these supplemental criteria shall be any documents or facts obtained by Contractmg Agency (whether from the Bidder or third part�es) which any reasonable owner would rely on for determinmg such compiiance, includmg but not limited to (i) financial, historical, or operational data from the Bidder, (n) mformation obtained directly by the Contracting Agency from owners for whom the Bidder has worked, or other pubiic agencies or pnvate enterprises, and (ni) any additionai mformation obtained by the Contracting Agency which is believed to be relevant to the matte� If the Contractmg Agency determmes the Bidder does not meet the bidder responsibility ' criteria above and is therefore not a responsible Bidder, the Contractmg Agency shall notify the Bidder in wnting, with the reasons for its determination lf the Bidder disagrees w�th this determination, it may appeal the determination within 24 hours of receipt of the Contracting � Agency's determmation by presentmg its appeal to the Contracting Agency The Contracting Agency will consider the appeal before issumg its final determmation if the final determination affirms that the Bidder is not responsible, the Contractmg Agency will not ' execute a contract with any other Bidder untd at least two business days after the Bidder determined to be not responsible has received the final determination , � ' ' L� , LJ , 1-02.15 Pre-Award Information (October 1, 2005 APWA GSP) Revise this section to read Before awarding any contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsibfe bidder A complete statement of the origin, composition, and manufacture of any or all matenals to be used, 2 Samples of these materials for quality and fitness tests, 3 A progress schedule (in a form the Contractmg Agency requ�res) showing the order of and time required for the various phases of the work, 4 A breakdown of costs assigned to any bid �tem, 5 Attendance at a conference with the Engineer or representatives of the Engineer, 6 Obtain and furnish a coqv of a business license to do busmess m the citv or countv where the work is located 7 A coav of State of Washington Contracto�'s ReQistration, or City of Breme�ton , Armin Jahr Elementary S�dewalks Pro�ect nr-7 Apnl 2012 ' 8 Any other information ar action taken that is deemed necessary to ensure that the bidder is the lowest responsible bidder 1-03 AWARD AND EXECUTION OF WORK 1-03.1 Consideration of Bids (January 23, 2006 APWA GSP) Revise the first paragraph to read After open�ng and readmg proposals, the Contracting Agency will check them for correctness of extensions of the prices per urnt and the total price lf a�discrepancy exists between the price per urnt and the extended amount of any bid item, the price per urnt will control If a minimum bid amount has been established for anv item and the bidder's unit or lump sum price is less than the minimum specified amount the Contracting Agencv will unilaterallv revise the unit or lumq sum price to the mmimum specified amount and recalculate the extension The fotal of extensions, corrected where necessarv includmg sales taxes where applicable and such additives and/or alternates as selected by the Contractinq Aqencv, wdl be used bv the Contractina Apencv for award purposes and to fix the Awarded Contract Price amount and the amount of the contract bond 1-03.3 Execution of Contract (Ocfober 1, 2005 APWA GSP) Revise this section to read Until the Contracting Agency executes a contract, no proposal shall bind the Con#ractmg Agency nor shall any work begin within the pro�ect limits or within Contracting Agency- furrnshed sites The Contractor shall bear al! risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Contracting Agency !f the bidder experiences circumstances beyond their control that prevents retum of the contrac# documents w�thm the calendar days after the award date stated above, the Contractmg Agency may grant up to a maximum of $$10$$ add�tional calendar days for retum of the documents, provided the Contracting Agency deems the circumstances warrant � 1-03.4 Contract Bond (October 1, 2005 APWA GSP) Revise the first paragraph to read City of 8remerton Arm�n Jahr Elementary S�dewatks Pro/ect rn-8 Apn12012 Within $$5$$ calendar days after the award date, the successful bidder shall retum the signed Contract�ng Agency-prepared contract, an insurance certification as required by Section 1-07 18, and a satisfactory bond as required by law and Section 1-03 4 Before execution of the contract by the Contractmg Agency, the successfu[ bidder shall provide any pre-award information the Contracting Agency may require under Section 1-02 15 ' ' � � ' � �J , t ' ' ' � The successful bidder shall provide an executed contract bond for the fuQ contract amount This contract bond shall 1 Be on a Contracting Agency-furnished form, 2 Be signed by an approved surety (or sureties) that a Is registered with the Washington State Insurance Commissioner, and b Appears on the current Authonzed Insurance List in the State of Washmgton published by the Office of the Insurance Commissioner, 3 Be conditioned upon the faithfui performance of the contract by the Contractor within the prescribed time, 4 Guarantee that the surety si�all indemrnfy, defend, and protect the Contracting Agency agamst any claim of direct or mdirect loss resulting from the failure a Of the Contractor (or any of the employees, subcontractors, or lower tier subcontractors of the Contractor) to faithfully perform the contract, or b Of the Contractor (or the subcontractors or lower tier subcontractors of the Contractor) to pay all laborers, mechanics, subcontractors, lower tier subcontractors, material person, or any other person who provides supplies or provisions for carrymg out the work, 5 Be accom�arned bv a power of attornev for the Surety officer empowered to s�An the bond, and C� Section 1-03 4 is supplemented with the following (June 27, 2019 WSDOT GSP) Release of Cantract Bond will be 60 days followmg Contracting Agency Final Acceptance of Contract, provided followmg conditions are met 1 Payment to the State with respect to taxes imposed pursuant to Title 82, RCW on t Contracts totaling more than $35,OOQ, a release has been obtamed from the Washington State Department of Revenue , ' ' 1 2 Affdavits of Wages Paid for the Contractor and all Subcontractors are on file with the Contracting Agency {RCW 3912 040) 3 A certificate of Payment of Contributrons Penalties and {nterest on Public Works Contract is received from the Washington State Employment Security Department Gty of Bremerton Armrn Jahr Elementary Sidewalks Pro�ect tn-9 Apnl 2012 � ' � 1-05 1-05.4 4 Washington State Department of Labor and Industnes (per Section 1-07 10) shows the Contractor, Subcontractor(s) and any lower tier Subcontractor{s) are current with payments of industrial insurance and medical aid premiums 5 All claims, as provided by law, filed agamst the Contract Bond have been resolved CONTROL OF WORK Conformity With and Deviations from Plans and Stakes Section 1-05 4 is supplemented with the following (Aprrl 4, 2011 WSDOT GSP) Contractor Sunreying — Roadway Copies of the Contracting Agency provided primary survey control data are available for the bidder's mspection at the office of the Pro�ect Engmeer The Contractor shall be responsible for setting, mamtaining, and resettmg all alignment stakes, slope stakes, and grades necessary for the construction of the roadbed, dramage, surfacing, pavmg, channelization and pavement marking, illummation and signals, guardrads and barriers, and signing Except for the survey control data to be furrnshed by the Contractmg Agency, calculations, surveying, and measurmg requ�red for setting and maintammg the necessary lines and grades shall be the Contractor's responsibdity The Contractor shall inform the Engineer when monuments are discovered that were not identi�ed in the Plans and construction activity may disturb or damage the monuments All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the pro�ect or be replaced at the Contractors expense Detaifed survey records shall be ma�ntamed, mc{uding a descnption of the work performed on each sh�ft, the methods utdized, and the control pomts used The record shall be adequate to allow the survey to be reproduced A copy of each day's record shall be provided to the Engineer within three wo�lang days after the end of the shift The meaning of words and terms used m this provision shall be as listed m"Definitions of Surveying and Associated Terms" current edition, published by the American Congress on Surveying and Mappmg and the American Society of Civil Engineers The survey work shall include but not be limited to the follawing Verify the primary horizontal and vertical control furnished by the Contracting Agency, and expand into secondary control by adding stakes and hubs as well as additional survey control needed for the pro�ect Provide descriptions of secondary control to the Contracting Agency The description shall include coordinates and elevations of all secondary control pomts 2 Establish, the centerlines of ail alignments, by placing hubs, stakes, or marks on centerime or on offsets to centerlme at all curve points (PCs, PTs, and Pls) and at pomts on the alignments spaced no further than 50 feet C�ty of Bremarton Arm�n Jahr Etementary Sldewalks Pro�ect fll-JO Apn12012 ' ' � Il ' ' � C � �� ' ' ' ' I I� � , ' IJ , , , 3 Establish cleanng lim�ts, placmg stakes at all angle pomts and at mtermediate pomts not more than 50 feet apart The clearing and grubbmg lim�ts shall be 5 feet beyond the toe of a fill and 10 feet beyond the top of a cut unless otherwise shown m the Plans 4 Establ�sh grading limits, placmg slope stakes at centerline increments not more than 50 feet apart Establish offset reference to all slope stakes [f Global Positiornng Satellite (GPS) Machine Controls are used to provide grade control, then slope stakes may be omitted at the discretion of the Contractor , 5 Establish the honzontal and ve�tical location of all drainage features, placmg offset stakes to all drainage structures and to pipes at a honzontal mterval not greater than 25 feet � �J � 1 ' , ' ' �l ' 6 Establish �oadbed and surfacing elevations by plac�ng stakes at the top of subgrade and at the top of each course of surfacing Subgrade and surfacing stakes shall be set at horizontal intervals not greater than 50 feet in tangent sections, 25 feet m curve sections with a radius less than 300 feet, and at 10-foot mtervais in intersection radu with a radius less than 10 feet Transversely, stakes shall be piaced at all locations where the roadway slope changes and at additional points such that the transverse spacing of stakes is not more than 12 feet If GPS Machine Controls are used to provide grade control, then roadbed and surfacing stakes may be omitted at the discretion of the Contracta� 7 Establish mtermed�ate elevation benchmarks as needed to check work throughout the pro�ect 8 Provide references for pavmg pins at 25-foot intervals or provide simultaneous surveymg to establish location and elevation of pavmg pins as they are being placed 9 For all other types of construction included in this provision, (mcluding but not limited to channelization and pavement marking, dlumination and signais, guardrails and barriers, and signing) provide stak�ng and layout as necessary to adequately locate, construct, and check the specific construction activity 10 The Contractor shall collect additional topographic survey data as needed in order to match into existing roadways such that the transition from the new pavement to the existmg pavement is smooth and that the pavement and ditches drain properly If changes to the profilss or roadway sections shown in the contract plans are needed to achieve praper smoothness and dramage where matching mto exist�ng features, the Contractor shall submit these changes to the Pro�ect Engineer for review and approva! 10 days pr�or to the beginnmg of work The Contractor shall provide the Contracting Agency copies of any calculations and staking data when requested by the Engineer ' To facditate the establishment of these Imes and elevations, the Contracting Agency wdi provide the Contractor with pnmary survey control mformation consisting of descriptions of two primary control points used for the horizonta! and vertical control, and descriptions of ' two additional primary cont�ol points for every addit�ona! three mdes of pro�ect length Pr�mary control pomts will be described by reference to the pro�ect alignment and the ' City of Bremerton Armm Jahr Elementary S�dewalks Pro�ect ur-11 Apnf 2012 1 coordinate system and elevation datum utdized by the pro�ect In addition, the Contracting Agency wil! supply honzontal coordmates for the begmnmg and ending points and for each Pomt of Intersection (PI) on each alignment included m the pra�ect The Contractor shall ensure a survey�ng accuracy withm the followmg tolerances Slope stakes Subgrade grade stakes set 0 04 feet below grade Statianing on roadway Alignment on roadway Surfacing grade stakes Roadway paving pins for surfacing or paving Vertical t0 10 feet t0 01 feet N/A N/A tQ 01 feet t0 01 feet Horizontai tQ 1 Q feet t0 5 feet (parallel to alignment) t0 1 feet (normal to alignment) t0 1 feet t0 04 feet t0 5 feet (parallel fo alignment) f0 1 feet (normal to alignment) t0 2 feet (parallel to alignment) t0 1 feet (normal to alignment) The Contractmg Agency may spot-check the Contractor's surveying These spot-checks will not change the requirements for normal checking by the Contractor When staking roadway alignment and statiornng, the Contractor shall perform independent checks from different secondary control to ensure that the pomts staked are within the specified survey accuracy tolerances The Contractor shall calculate coordmates for the alignment The Contracfing Agency will verify these coordinates prior to �ssumg approval to the Contractor for commencing with the work The Contractmg Agency wdl require up to seven calendar days from the date the data is received Contract work to be perFormed usmg contractor-provided stakes shall not begm until the stakes are approved by the Contractmg Agency Such approval shall not relieve the Contractor of responsibdity for the accuracy of the stakes Stakes shai! be marked in accordance with Standard Plan A10 10 When stakes are needed that are not described in the Plans, then those stakes shall be marked, at no additional cost to the Contracting Agency as ordered by the Engineer Payment Payment will be made in accordance with Section 1-04 1 for the following bid item when included in the proposal "Roadway Surveying", lump sum The lump sum contract pnce for "Roadway Surveying" shall be full pay for all labor, equipment, mater�als, and supervision utilized to perForm the Work specified, mcludmg any Crty of Bremerion Amun JahrElementary Sidewalks Pro�ecf ui-t2 Apnl 2012 ' � ' � resurveying, checking, correction of errors, replacement of missing or damaged stakes, and coordmation efforts 1-05 4 Licensed Surveyors {Aprii 4, 2011 APWA GSP) Section 1-05 4�s supplemented with the following ' The Contractor shall be responsible for reestablishmg or locating legai survey markers such as GL� monuments or property corner monuments, conduct boundary surveys to determme Contracting Agency right-of-way locations, and obtam, review and analyze deeds and records as necessary to determine these boundaries The Contractmg Agency will provide "rights of � entry" as needed by the Contractor to perform the work The Contractor shall brush out or clear and stake or mark the right-of-way Imes as designated , by the Engineer The Contractor shall mform the Engineer when monuments are discovered that were not t - identified in the Plans and construction activity may disturb or damage the monuments All monuments noted on the plans "DO NOT DISTURB" shall be protected throughout the length of the pro�ect or be replaced at Contractors expense ' ' � ' ' ' � � � When required, the Contractor shali prepare and file a Record of Survey map in accordance with RCW 58 09 and provide a recorded copy to the Contracting Agency The Contracting Agency wdl provide all existing base maps, existing horizontal and vertical control, and other material avadable with Washington State Plane Coordinate mformation to the Contractor The Contractmg Agency wdl aiso provide maps, pian sheets, and/or aerial photographs clearly identifying the limits of the areas to be surveyed The Contractor shall establish Washmgton State Plane Coordmates on all points required in the Record of Survey and other pomts designated �n the Contract documents Existing right of way documentation, existing base maps, existing horizontal and vertical control descnptions, maps, plan sheets, aerial photographs and all ather available material may be viewed by prospective bidders at the office of the Pro�ect Engineer The Contractor shall perform all of the necessary calculations for the contracted survey work and shal{ pravide copies of these calculations to the Contracting Agency Electronic files of all survey data shall be provided and in a format acceptable to the Contractmg Agency Ail survey work performed by the Contractor shal! conform to all applicable sections of the Revised Code of Washington and the Washington Admirnstrative Code The Contractor shall provide all traffic control, sigrnng, and temporary traffic control devices in order to provide a safe work zone Paymenf Payment wdl be made in accordance with Sect�on 1-09 6 for the following bid item when mcluded in the proposal ' C►ty of Bremerton Amm� Jahr Elementary S�dewa(ks Pro�ect ru-13 Apni 2012 1 "Licensed Surveymg", Force Account For the purpose of providmg a common proposal for all bidders, the Contracting Agency has entered an amount for the item "Licensed Surveying" in the bid proposal to become a part of the total bid by the Contractor � 1-05.7 Removai of Defective and Unauthorized Work (October 9, 2005 APWA GSP) Supplement th�s section with the followmg If the Contractor fails to remedy defective or unauthorized work within the time spec�ied in a written notice from the Engmeer, or fails to perform any part of the work required by the Contract Documents, the Engineer may correct and remedy such work as may be identified in the written notice, with Contracting Agency forces or by such other means as the Contracting Agency may deem necessary If the Contractor fads to comply with a written order to remedy what the Engmeer determines to be an emergency situation, the Engineer may have the defective and unauthonzed work corrected immediately, have the re�ected work removed and replaced, or have work the Contractor refuses to perform completed by using Contractmg Agency or other forces An emergency situation is any situation when, m the opinion of the Engineer, a de[ay in its remedy could be potentially unsafe, or might cause serious risk of loss or damage to the public Direct or indirect casts incurred by the Contractmg Agency attributable to correcting and remedying defective or unauthorized wark, or work the Contractor faded or refused to perform, shall be paid by the Contractor Payment will be deducted by the Engmeer from monies due, or to become due, the Contractor Such direct and indirect costs shall mclude in particular, but withaut limitation, compensation for additional professional services required, and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work No ad�ustment in contract time or compensation wd! be allowed because of the delay m the performance of the work attributable to the exercise of the Contracting Agency's rights provided by this Section The rights exercised under the provisions of this section shall not dimirnsh the Contracting Agency's nght to pursue any other avenue for additional remedy or damages with respect to the Contractor's fadure to perform the work as required 1-05.11 Finallnspection Delete this section and replace it with the following Crty of 8iemerton Arm�n Jah�EJementary Srdewalks Pro�ec! �rr-14 Apn12012 � � Il 1-05.11 Final Inspections and Operational Testing (October 1, 2005 APWA GSP) 1-05.11(1) Substantial Completion Date When the Contractor considers the work to be substantially complete, the Contractor shall ' so not�fy the Engineer and request the Engineer establish the Substantial Completion Date The Contractor's request shall list the specific items of work that remarn to be completed m order to reach physical completion The Engineer will schedule an inspection of the work ' with the Contractor to determme the status of completion The Eng�neer may also estabiish the Substantial Completion Date unilaterally ' ' � ' ' � ' � , ' ' ' ' If, after this inspection, the Engmeer concurs with the Contractor that the work is substantialiy complete and ready for its intended use, the Engineer, by written notice to the Contractor, wdl set the Substantial Completion Date If, afte� this inspection the Engineer does not consider the wark substantiatly complete and ready for its intended use, the Engmeer will, by wntten notice, so notify the Contractor givmg the reasons therefore Upon receipt of written notice concurrmg in or denying substantial completion, whichever is applicable, the Contractor shail pursue vigorously, ddigently and without unauthorized interruption, the work necessary to reach Substantiai and Physical Completion The Contractor shall provide the Engmeer with a revised schedule indicating when the Contractor expects to reach substantial and physical completion of the work The above process shall be repeated until the Engmeer establishes the Substantiai Completion Date and the Contractor considers the work physically complete and ready for fina! inspection 1-05.11(2) �inal Bnspection and Physical Completion Date When the Contractor considers the work physically complete and ready for final mspection, the Contractor by written notice, shall request the Engmeer to schedule a fina! inspection The Engineer will set a date for final inspection The Engmeer and the Contractor wdl then make a final inspection and the Engineer will notify the Contractor in writmg of ai! particulars in which the final inspection reveals the work incomplete or unacceptable The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies Corrective work shall be pursued vigorously, diligently, and without inteRUption until physical completion of the listed deficiencies This process will continue until the Engmeer is satisfed the listed deficiencies have been corrected If action to correct the listed deficiencies is not irntiated within 7 days after receipt of the written notice listing the deficiencies, the Engineer may, upon written notice to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05 7 The Contractor will not be allowed an extension of contract time because of a delay in the perFormance of the work attributable to the exercise of the Engineer's right hereunder Upon correction of all deficiencies, the Engmeer will notify the Contractor and the Contracting Agency, in writing, of the date upon which the work was cons�dered physicaily Crty of 8remerton Armin Jahr Elementary Srdewalks Pro�ect rn-15 Apnl 2012 ' complete That date shall constitute the Physical Completion Date of the contract, but shall not impiy acceptance of the work or that all the obligations of the Contractor under the contract have been fulfilled 1-05.11(3) Operational Testing It is the mtent of the Contracting Agency to have at the Physical Completion Date a complete and operable system Therefore when the work involves the installation of machmery or other mechanical equipment, street lighting, electrical distribution or signal systems, irrigation systems, buildmgs, or other simdar work it may be desirable for the Engineer to have the Contractor operate and test the work foc a penod of time after final inspection but prior to the physica! completion date Whenever items of work are listed in the Contract Provisions for operational testing they shall be fully tested under operatmg conditions for the time period specified to ensure their acceptability prior to the Physical Completion Date During and followmg the test period, the Contractor shail correct any items of workmanship, materials, or equipment which prove faulty, ar that are not m first class operatmg condition Equipment, electrical controls, meters, or other devices and equipment to be tested during this period shall be tested under the observation of the Engineer, so that the Engineer may determine their suitabdity for the purpose for which they were installed The Phys�cal Complet�on Date cannot be established until testmg and corrections have been completed to the satisfaction of the Engineer The costs for power, gas, labor, material, supplies, and everything else needed to successfully complete operational testing, shall be mcluded in the unit contract prices related to the system bemg tested, unless specifically set forth otherwise in the proposal Operational and test periods, when required by the Engmeer, shall not affect a manufacturer's guaranties or war�anties furrnshed under the terms of the contract 1-05.13 Superintendents, Labor and Equipment of Contractor (March 25, 2009 APWA GSP) � Revise the seventh paragraph to read Whenever the Contracting Agency evaluates the Contractor's gualifications pursuant to Sect�on 1-02 14, it will take these perFormance reports mto account 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) Revise the second paragraph to read All correspondence from the Contractor shall be directed to the Pro�ect Engineer Ali correspondence from the Contractor constitutmg any notification, notice of protest, notice of dispute, or other correspondence const�tut�ng not�fication requ�red to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to the Pro�ect Engmeer's office Electronic copies such as e-mads or electronically delivered copies of correspondence wdl not constitute such notice and will not comply with the requirements of the Contract C�ty of Bremerton Armin JahrElementary S�dewalks Pro/ect u�-16 Apnt 20t2 ' t Add the following new section �******� ' 1-05.1 G Water and Power (October 1, 2005 APWA GSP) New Section ' The Contractor shal! make necessary arrangements, and shall bear the costs for power and water necessary for the performance of the work, unless the contract mcludes power and water as a pay item ' , ' , � � Add the followmg new section 1-05.17 Oral Agreements New Section (October 1, 2005 APWA GSP) No oral agreement or conversation with any officer, agent, or employee af the Contracting Agency, either before or after execut�on of the contract, shali af#ect or modify any of the terms or obligafions contamed in any of the documents comprismg the contract Such oral ag�eement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put m writing and signed by the Contracting Agency 1-06 CONTROL OF MATERIAL Buy America ` (August 2, 2090 WSDOT GSP) Section 1-06 is supplemented with the following ' The ma�or quantities of steel and iron construction matenal that is permanentiy incarporated mto the pro�ect shall consist of American-made materiais only Buy America does not apply to temporary steel items, e g, temporary sheet pilmg, temporary bridges, steel scaffolding and falsework � � r ' ' ' � Mmor amounts of foreign steel and iron may be utdized in this pro�ect provided the cost of the foreign materiai used does not exceed one-tenth of one percent of the total contract cost or $2,500 00, whichever is greater American-made material is defined as material havmg all manufacturmg processes occurring domestically To further define the coverage, a domestic p�oduct is a manufactured steel material that was p�oduced m one of the 50 States, the District of Columbta, Puerto Rico, or in the territones and possessions of the United States If domestically produced steel billets or iron mgots are exported outside of the area of coverage, as defined above, for any manufacturing process then the resulting product does not conform to the Buy America requirements Additionally, products manufactured domestically from foreign source stee! billets or iron ingots da not conform to the Buy Amenca requirements because the irntial meltmg and mixing of alloys to create the material occurred in a foreign country Manufacturmg begins with the mitial meltmg and mixing, and continues through the coating stage Any process which modifies the chemicai content, the physical size or shape, ar the Gry of Bremerton Armin Jahr E►ementary Sidewalks Pro�ect ��r-17 Apn! 2012 , final firnsh is considered a manufacturing process The processes include rolling, extrudmg, machirnng, bending, gr�nding, d�dling, welding, and coatmg � The action of applying a coating to steel or iron is deemed a manufacturmg process Coating mcludes epoxy coating, galvarnzmg, alummizmg, pamtmg, and any other coating that protects or enhances the value of steel or iron Any process from the origmal reduction from ore to the finished product constitutes a manufacturmg process for iron Due to a nationwide waiver, Buy America does nat apply to raw matenals (iron ore and alloys), scrap (recycled steel or iron), and pig iron or processed, pelletized, and reduced iron ore The followmg are considered to be steel manufacturing processes 1 Production of steei by any of the followmg processes a Open hearth furnace b Basic oxygen c Electric furnace d Direct reduction 2 Rollmg, heat treating, and any other simdar processing 3 Fabrication of the products a Spinrnng wire into cable or strand b Corrugating and rollmg into culverts c Shop fabncation A certification of materials origm will be required for any items comprised of, or contairnng, steel or iron construction matenals prior to such items bemg mcorporated into the permanent work The certification shall be on DOT Form 350-109EF provided by the Engineer, or such other form the Contractor chooses, provided it contains the same information as DOT Form 350-109EF 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.1 Laws to be Observed (October 1, 2005 APWA GSP) Supplement this section with the following In cases of conflict between different safety regulations, the more str�ngent regulation shall apply The Washington State Department of Labor and Industries shall be the sole and paramount administrat�ve agency responsible for the admmistration of the provisions of the Washmgton industrial Safety and Health Act of 1973 (W{SHA) The Contractor shall maintam at the proJect site office, or other well known place at the pro�ect site, all articles necessary for providmg first aid to the in�ured The Contractor shall establish, publish, and make known to all employees, procedures for ensunng �mmediate removal to a hospital, or doctor's care, persons, inciudmg employees, who may have been m�ured on the pro�ect site Employees should not be permitted to work on the proJect site before the Contractor has established and made known procedures for removal of m�ured persons to a hospital or a doctor's care City of Bremerton ' Armrn Jahr Elementary Srdewalks Pro�ecf ��r18 Apn12012 ' ' ' ' The Contractor shall have sole responsibility for the safety, efficiency, and adequacy of the Contractor's plant, appliances, and methods, and for any damage or m�ury resulting from their failure, or improper mamtenance, use, or operation The Contractor shall be solely and completely responsible for the conditions of the pro�ect site, includmg safety for ali persons and property m the performance of the work This requirement shall apply contmuously, and not be limited to normal workmg hours The required or implied duty of the Engineer to conduct construction review of the Contractor's performance does not, and shall not, be intended to �nclude review and adequacy of the Contractar's safety measures in, on, or near the pro�ect site ' 1-07.2 State Taxes � � �J � , � t � ' �l � , Delete this section, mcluding its sub-sections, in its entirety and replace it with the fallowing 1-d7.2 State Sales Tax (June 27, 2019 APWA GSP) The Wash�ngton State Department of Revenue has issued special rules on the State sales tax Sections 1-07 2(1) through 1-07 2(3) are meant to clarify those rules The Contractor shouid contact the Washington State Department of Revenue for answers to questions in this area The Contractmg Agency will not ad�ust its payment �f the Contractor bases a bid on a misunderstood tax liability The Contractor shall mclude all Contractor-paid taxes in the unit bid prices or other contract amounts in some cases, however, state retad sales tax wiil not be mcluded Section 1- 07 2(2) describes th�s exception The Contracting Agency will pay the retained percentage (or release the Contract Bond if a FHWA-funded Pro�ect} only if the Contracto� has obtained from the Washington State Department of Revenue a certificate showmg that all contract-related taxes have been paid (RCW 60 28 051) The Contracting Agency may deduct from its payments to the Contractor any amount the Contractor may owe the Washmgton State Department of Revenue, whether the amount owed relates to this contract or not Any amount so deducted w�ll be paid into the proper State fund Section 1-07 2 is supplemented with the following (March 13, 1995 APWA) The work on this contract is to be performed upon lands whose ownership obligates the Contractor to pay Sales tax The prov�sions of Section 1-07 2(1) apply 1-07.2(1) State Sales Tax — Rule 171 WAC 458-20-171, and its related rules, apply to bwiding, 'repairing, or improvmg streets, roads, etc , which are owned by a municipal corporation, or political subdivision of the state, or by the United States, and which are used primardy for foot or vehicular traffic This includes storm or combined sewer systems withm and inciuded as a part of the street or road drainage system and power lines when such are part of the roadway lighting system For work performed m such cases, the Contractor shall include Washington State Retad ' City of Br�merton Armin Jehr Elementary S�dewalks Pro�ect �rr-19 Apnl 2012 ' Sales Taxes in the various urnt bid item prices, or other contract amounts, mcluding those that the Contractor pays on the purchase of the materials, equipment, or supplies used or consumed in doing the work 1-07.2(2) State Sales Tax — Rule 170 WAC 458-20-170, and its related rules, apply to the constructing and repairmg of new or existing buildmgs, or other structures, upon real property This includes, but is not limited to, the construction of streets, roads, highways, etc , owned by the state of Washington, water mams and their appurtenances, sarntary sewers and sewage disposal systems unless such sewers and disposal systems are within, and a part of, a street or road dramage system, telephone, telegraph, electrical power distribution lines, or other conduits or lines in or above streets or roads, unless such power lines become a part of a street or road lightmg system, and installing or attachmg of any article of tangible personal property in or to real property, whether or not such personal property becomes a part of the realty by virtue of installation For work performed in such cases, the Contractor shall collect from the Contracting Agency, retail sales tax on the full contract pnce The Contracting Agency wdl automatically add this sales tax to each payment ta the Contractor For this reason, the Contractor shali not mclude the retail sales tax m the urnt bid item prices, or in any other contract amount sub�ect to Rule 170, with the following exception Exception The Contractmg Agency will not add m sales tax for a payment the Contractor or a subcontractor makes on the purchase or rental of tools, machinery, equipment, or consumable supplies not integrated mto the pro�ect Such sales taxes shall be included m the unit bid item prices or in any other contract amount 1-07.2(3) Services The Contractor shall not collect retaii sales tax from the Contracting Agency on any contract wholly for professional or other services (as defined in Washington State Department of Revenue Rules 138 and 244) The third paragraph of Section 1-07 2 is revised to read (June 27, 2091) The Contracting Agency will release the Contract Bond only if the Contractor has obtamed from the State Department of Revenue a certificate showing that all Contract-related taxes have been paid 1-07.9 Wages Section 1-07 9(1) is supplemented with the followmg (January 90, 2092) The Federal wage rates mcorporated m this contract have been established by the � Secretary of Labor under Urnted States Department of Labor General Decision No WAl20001 � Crty of Bremerton ' Arrn�n Jahr Efementary Sldewalks Pro�ect ur-20 Apn! 2012 ' ' ' ' , The State rates incorporated in this contract are applicable to all construction activities associated with this contract (Aprd 2, 2007) Application of Wage Ra#es for the Occupation of Landscape Construction State prevailing wage rates for publ�c works contracts are included in this contract and show a separate listing for the accupation , Landscaae Construction, which includes several different occupation descriptions such as irrigation and Landscape Plumbers, Irngation and Landscape Power Equipment Operators, and Landscaping or Planting Laborers u , � ' � ' � � , , ' �� I'� � !n addition, federal wage rates that are included in this contract may also include occupation descnptions in Federal Uccupational groups for work also specifically identified with landscaping such as Laborers with the occupation descnption, Landscapmg or Planting, or Power Equipment Operators with the occupation description, Mulch Seedmg Operator If Federal wage rates include one or more rates specified as applicable to landscaping work, then Federal wage rates for all occupation descriptions, specific or general, must be considered and compared with correspondmg State wage rates The higher wage rate, either State or Federal, becomes the minimum wage rate for the work performed in tFiat occupation Contractors are responsible for determinmg the appropr�ate crafts necessary to perform the contract work If a classification considered necessary for pertormance of the work is missing from the Federal Wage Determmation applicable to the contract, the Contractor shall initiate a request for approval of a proposed wage and benefit rate The Contractor shali prepare and submit Standard Form 1444, Request for Authorization of Rdditional Classification and Wage Rate available at http /iwww wdol gov/docs/sf1444 pdf, and submit the completed form to the Pro�ect Engineer's office The presence of a ciassification wage on the Washington State Prevailing Wage Rates For Public Works Contracts does not exempt the use of form 1444 for the purpose of determirnng a federal classification wage rate 1-07.11 Requirements for Nondiscrimination Sect�on 1-07 11 is supplemented with the following (January 3, 2011 WSDOT GSP) Requirement Fo� Affirmative Action to Ensure Eaual Emplovment Oqportunitv fExecutive Order 11246) The Contractor's attention is Federal Equal Employment herein C�ry of Bremerton Armrn Jahr Elementary S�dewalks Pro/ect called to the Equai Opportunity Clause and the Standard Opporturnty Construction Contract Specifications set forth ui-21 Apnl 2012 ' 2 The goals and timetables for mmority and female participation set by the Office of Federai Contract Compliance Programs, expressed m percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all canstruction work �n the covered area, are as follows Women — Statewide Timetable Until further notice Minorities — bv Standard Metropolitan Statistical Area tSMSA) Spokane, WA SMSA Counties Spokane, WA WA Spokane Non-SMSA Counties WA Adams, WA Asotin, WA Columbia, WA Ferry, WA Garfield, WA Lmcoln, WA Pend Oreille, WA Stevens, WA Whitman Richland, WA SMSA Counties Richland Kennewick, WA WA Benton, WA Franklm Non-SMSA Counties WA Walla Walla Yakima, WA SMSA Counties Yakima, WA WA Yakima Non-SMSA Counties WA Chelan, WA Douglas, WA Grant, WA Kittitas, WA Oicanogan Seattle, WA SMSA Caunties Seattle Everett, WA WA King, WA Snohomish Tacoma, WA WA P�erce Non-SMSA Counties WA Clallam, WA Grays Harbor, WA Island, WA Jefferson, WA Kitsap, WA Lewis, WA Mason, WA Pacific, WA San Juan, WA Skagit, WA Thurston, WA Whatcom Portland, OR SMSA Counties Portland, OR-WA WA Clark Non-SMSA Counties WA Cowlitz, WA Klickitat, WA Skamania, WA Wahkiakum C1ty of Bremerton Amtrn Jahr Elemenfary Srdewalks Pm/ect xr-22 Goal 6 9% 28 � 54 36 97 72 72 62 61 45 38 Apnl 2092 ' t These goals are applicable to each nanexempt Contractor's total on-site construction workfo�ce, regardless of whether or not part of that workforce is performmg work on a Federal, or federally assisted pro�ect, contract, or subcontract until further notice ' Compliance with these goals and time tables is enforced by the Office of Federal Contract compliance Programs � ' , , , ' ,� ' � I � 1 ' �J ' C J ' The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its irnplementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4 3(a), and its efforts to meet the goals The hours of mmority and female employment and traming must be substantially uniform throughout the length of the contract, in each construction craft and m each trade, and the Contractor shall make a good faith effort to employ mmor�ties and women evenly on each of its pro�ects The transfer of minority ar female employees or trainees from Contractor to Contractor ar from pro�ect to pro�ect for the sole purpose of ineeting the Contractor's goai shall be a violation of the contract, the Executive Order and the regulations m 41 CFR Part 60-4 Compliance with the goals will be measured against the total work hours performed 3 The Contractor shall provide written notification to the Office of Federal Contract Compliance Programs (OFCCP) within 10 workmg days of award of any construction subcontract m excess of $10,000 or more that are Federally funded, at any tier for construction work under the cont�act resultmg from this solicitation The notification shall list the name, address and telephone number of the Subcontractor, employer identification number af the Subcontractor, estimated dollar amount of the subcontract, estimated startmg and completion dates of the subcontract, and the geographical area in which the contract is to be performed The notification shall be sent to District Director U S Department af Labor Office of Federal Contract Compliance Programs Seattle District Uffice 1111 Third Avenue, Suite 745 Seattle, WA 98101-3212 Additional information may be found at the U S Department of Labor website http //www dol aov/ofccp/TAquides/ctaguide htm 4 As used m this Notice, and m the contract resultmg from this solicitation, the Covered Area is as designated herern Standard Federal Equal Employment Opporturntv Construction Contract Specifications �Executive Order 11246) 1 As used in these specifications a Covered Area means the geographical area described in the solic�tation from which this contract resulted, b Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority, Gty of Bremerton Armm Jahr Elementary S►dewalks Pro�ect �8-23 Apnl 2012 � ' c Employer ldentificat�on Number means the Federal Social Security number used on ' the Employer's Quarterly Federal Tax Retum, U S Treasury Department Form 941, d Minority mcludes (1 } Black, a person having origms in any of the Black Racial Groups of Africa (2} Hisparnc, a fluent Sparnsh speakmg, Sparnsh surnamed person of Mexican, Puerto Rican, Cuban, Central Amencan, South American, or other Spanish origin (3) Asian or Pacific Islander, a person having ongms in any of the original peoples of the Pacific rim or the Pacific islands, the Hawanan Islands and Samoa (4) American Indian or Alaskan Native, a person having origins in any of the original peoples of Narth America, and who mamtam culturai identification through tribal a�liation or community recognition 2 Whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shali physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations from which this contract resulted 3 If the Contractor is participat�ng (pursuant to 41 CFR 60-4 5) m a Hometown Plan approved by the U S Department of Labor m the covered area either mdividually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be m accordance with that Plan for those trades which have unions participatmg in the Plan Contractors must be able to demonstrate their participation m and compliance with the provisions of any such Hometown Plan Each Contractor or Subcontractor participating m an approved Pian is individualiy required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees The overall good faith performance by other Contractors or Subcontractors toward a goal m an appraved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables 4 The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision The goals set forth m the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of mmor►ty and female utdization the Contractor should reasonably be able to achieve m each construction trade in which it has empioyees in the covered area Covered construction contractors performing construction work in geographical areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical area where the work is be�ng performed The Contractor is expected to make substantially uniform progress m meeting its goals m each craft durmg the periad specified Crty of Bremerton Arm�n Jahr Elementary S�dewalks Pro/ect �n-24 Apnl 2012 ' , ' ' , � � , � � , ' � � � ' � ' t 5 Neither the prov�s�ons of any ,collective ba�gairnng agreement, nor the failure by a union with whom the Contractor has a coliective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto 6 In order for the nonworkmg training hours of apprentices and trainees to be counted m meeting the goals, such apprentices and trainees must be employed by the Contractor dunng the traming period, and the Contractor must have made a commitment ta employ the apprentices and tramees at the compietion of their traming, sub�ect to the availabdity of employment opportunities Tramees must be trained pursuant to trainmg programs approved by the U S Department of Labor 7 The Contractor shali take speafic affirmative actions to ensure equal employment opportunity The evaluation of the Contractor's compl�ance with these specifications shall be based upon its, effort to achieve maximum resuits from its action The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the follow�ng a Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites, and in all facilities at which the Contractor's employees are assigned to work The Contractor, where possible, wdl assign two or more women to each construction pro�ect The Contractor shall specifically ensure that all foremen, superintendents, and other an-site supervisory personnel are aware of and carry aut the Contractor's obl�gation to mamtain such a working environment, with specific attention to minority or female mdividuals working at such sites or in such facilities b Establish and maintain a current list af minarity and female recruitment sources, provide wntten notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opparturnties available, and mamtain a record of the orgarnzations' responses c Maintam a current file of the names, addresses and telephone numbers af each mmonty and female off-the-street applicant and minority or female referral from a urnon, a recruitment source or communrty organrzat�oh and af what action was taken with respect to each such mdividual If such individual was sent to the union hmng hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken d Provide �mmediate written notification to the Director when the union or unions with which the Contractor has a collective bargairnng agreement has not referred to the Contractor a mmority person or woman sent by the Contractor, or when the Contractor has other information that the urnon referral process has impeded the Contractor's efforts to meet its obligations Crty of Bremerton Armrn Jahr Elementary Sidewalks Pm�ect n+-25 Apnl 2012 t � e Develop on-the �ob traming opporturnty and/or participate in trairnng programs for the area which expressly mclude minorities and women, mcluding upgradmg programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U S Department of Labor The Contractor shall prov�de notice of these programs to the sources compiled under 7b above Disseminate the Contractor's EEO policy by providing notice of the policy to urnons and trainmg programs and requesting their cooperation m assisting the Contractor m meeting its EEO obligations, by mciuding it m any policy manual and collective bargaining agreement, by publicizmg it in the company newspaper, annuai report, etc , by specific review of the policy w+th all management personnel and with all mmority and female employees at least once a year, and by postmg the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed g Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termmation o� other employment decisions mcluding specific review of these items with on-site supervisory personnel such as Superintendents, General Foremen, etc , prior to the mitiation of construction work at any �ob site A written record shall be made and maintained identifying the time and place of these meetmgs, persons attending, sub�ect matter discussed, and disposition of the subJect matter h Disseminate the Contractor's EEO policy externally by including it m any advertising in the news media, specifically including minority and female news media, and providmg written notification to and discussing the Contractor's EEfJ policy with other Contractors and Subcontractors with whom the Contractor does or anticipates do�ng busmess Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with mmority and female students and to mmority and female recruitment and trairnng organizations servmg the Contractor's recru�tment area and employment needs Not later than one month prior to the date for the acceptance of applications for apprenticeship or other trairnng by any recruitment source, the Contractor shall send written notification to organizations such as the above, describmg the openmgs, screernng procedures, and tests to be used in the selection process Encourage present minonty and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and m other areas of a Cont�acto�'s work force k Validate all tests and other selection requirements where there is an obiigation to do so under 41 CFR Part 60-3 ' 1 , � � ' ' � � ' ' � ' , ' ' C�ty of Bremerton ' Arm�n Jah�Elementary S�dewalks Pro/ect ui-26 _ Apn12012 ' , ' , ' ' ' � Conduct, at least annually, an mventory and evaluation of all mmority and female personnel for promotional opporturnties and encourage these employees to seek or to prepare for, through appropriate training, etc , such opportunities m Ensure that sernonty practices, �ob classifications, work assignments and other personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are bemg carried out n Ensure that all facdities and company activities are nonsegregated except that separate or single-user toilet and necessary changmg facilit�es shall be provided to assure pnvacy batween the sexes o Document and maintam a record of all solicitations of offers for subcontracts from mmority and female construction contractors and suppliers, including circulation of solicitations to minority and female contractor associations and other business associations p Conduct a review, at least annually, of all supervisors' adherence to and , perFormance under the Contractor's EEO policies and affirmative action obligabons , 'I � , � � � C J , � ' 8 Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their a�rmative action obligations {7a through 7p) The efforts of a contractor association, �oint contractor-union, contractor-community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilimg any one or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates �n the group, makes every effort to assure that the group has a positive impact on the employment of mmorities and women m tf�e industry, ensure that the concrete benefits of #he program are reflected in the Contractor's mmority and female work-force participation, makes a good faith effort to meet its mdividual goals and timetables, and can provide access to documentation which demonstrate the effectiveness of actions taken on behalf of the Contractor The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance 9 A single goal for minorities and a separate single goal for women have been established The Contractor, however, is required to provide equai employment opportunity and to take a�rmative action for all minority groups, both male and female, and all women, both minority and non-mmority Consequently, the Contractor may be m violation of the Executive Order if a pa�ticular group is empioyed m substantially disparate manner {for example, even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order �f a specific minority group of women is underutilized) 10 The Contractor shall not use the goals and timetables or affitmative action standards to discrimmate agamst any pe�son because of race, color, religion, sex, or national ongm 11 The Contractor shall not enter into any subcontract with any person or firm debarred from Government contracts pursuant to Executive Order 11246 C�ty of Bremerlon Annrn Jahr Elemenfary Sidewalks Pm�ect u�-27 Apnl 2012 � 12 The Contractor shall carry aut such sanctions and penalties for violation of these specifications and of the Equal Opportunity Clause, including suspensions, terminations and cancellations of existmg subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations by the (3ffice of Federal Contract Compliance Programs Any Contractor who fails to carry out such sanctions and penaities shall be in violat�on of these spec�fications and Executive Order 11246, as amended 13 The Contractor, m fulfillmg its obligations under these specifications, shall �mplement specific affirmative action steps, at least as extensive as those standards prescribed m paragraph 7 of this Special Provision, so as to achieve maximum results from �ts efforts to ensure equal employment opporturnty lf the Contractor fails to comply with the requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4 8 14 The Contractor shail designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carned out, to submit reports relating to the provis�ons hereof as may be required by the government and to keep records Records shall at least mclude, for each employee, their name, address, telephone numbers, construction trade, union a�liation if any, employee identification number when assigned, sociai secunty number, race, sex, status (e g, mechan�c, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week m the indicated trade, rate of pay, and locations at which the work was performed Records shall be mamtamed in an easily understandable and retrievable form, however, to the degree that existing records satisfy this requirement, the Contractors will not be required to mamtain separate records 15 Nothing herein provided shall be construed as a limitation upon the application of other laws which establish d�fferent standards of compliance or upon the application of requirements for the hiring of local or other area residents (e g, those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program} 16 Additional assistance for Federal Construction Contractors on contracts admmistered by Washington State Department of Transportation or by Local Agencies may be found at Washmgton State Dept of Transportation Office of Equal Opporturnty PO Box 47314 310 Maple Park Ave SE Dlympia WA 98504-7314 Ph 360-705-7090 Fax 360-705-6$01 http //www wsdot wa gov/equalopportunity/default htm (May T, 2012) Disadvantaged Business Enterprise Participation C1ty of Bremerton Armin Jahr Elementary Sidewaiks ProJecf m-28 Apn! 2012 , LJI ' ' ' � � � ' ' � ' The Disadvantaged Busmess Enterprise (DBE} requirements of 49 CFR Part 26 apply to this Contract As such, the requirements of this Contract are to make affirmative efforts to solicit DBEs, provide information on who submitted a Bid or quote and to report DBE participation quarterly as descnbed elsewhere m these Contract Provisions No preference wdl be included u� the evaluation of Bids/Praposals, no minimum level of DBE participation shali be �equired as a Condition of Award and BidsiProposals may not be re�ected or considered non-responsive on that basis DBE Goals No DBE goals have been assigned as part of this Contract Affirmat�ve Efforts to Solicit DBE Participation DBE firms shail have an equal opporturnty to compete for subcontracts m which the Contractor enters into pursuant to this Contract Contractors are encouraged to Advertise opporturnties for Subcontractors or suppliers m a timely and reasonably designed manner to provide notice of the opportunity to DBEs capable of performing the Work All advertisements should include a Contract Provision encouraging participation by DBE firms This may be accomplished through general advertisements (e g newspapers, �ournals, etc ) or by soliciting Bids/Proposals directly from DBEs a Note A Directory of Certified DBE Firms denoting the Descnption of Work the DBE Contractors are certified to perform is available at www omwbe wa�ov/certification/index shtmi � � ' The directory provides a plain language on the Description of Work that` the listed DBE's have been certified by the Office of Minonty and Women's Business Enterprises {OMWBE) to 34 perform 2 Establish delivery schedules that encourage participation by DBEs and other small businesses 3 Participate with a DBE as a �oint venture , DBE Eligibility/Selection of DBEs for Reporting Purposes Only Contractors may take credit for DBEs utdized on this Contract only if the firm is cert�fied for the Work being performed Il 1 � Absent a mandatory goal, all DBE participation that is attained on this pro�ect will be considered as "race neutral" participation and shall be reported as such Crediting DBE Participation for Reporting Purposes Joint Venture , City of Bremerton Arm�n Jahr Elementary S�dewalks Pro�ect ►n-29 Apni 2012 , When a DBE performs as a participant in a Jomt venture, only that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Woric that the DBE performs with its own forces shail be credited DBE Prime Contractor A DBE Prime Contractor may only take credit for that portion of the total dollar value of the Contract equal to the distinct, clearly defined portion of the Work that the DBE Pr�me Contractor performs with its own forces DBE Subcontractor When a DBE firm participates as a Subcontractor, only that portion of the total dollar value of the Contract equal to the distmct, clearly defined portion of the Work that the DBE performs with its own forces shall be credited • Include the cost of supplies and materials obtained by the DBE for the Work in the Contract including suppiies purchased or equipment leased by the DBE However, you may not take credit supplies, materiais, and eqwpment the DBE Subcontractor purchases or leases from the Prime Contractor or its affiliate in addition, Work performed by a DBE, utilizmg resources of the Prime Contractor or its affiliates shall not be credited • In very rare situations, a DBE firm may utdize equipment andlor personnel from a non-DBE firm other than the Prime Contractor or its a�liates Should this situation ar�se the ar�angement must be short-term and have pnor written approval from the Office of Equal Opporturnty (OEO) The arrangement must not impact a DBE firm's ability to perform a Commerc�ally Useful Function (CUF) • Count the entire value of fees or commissions charged by a DBE firm for providmg a bona fide service, such as professional, technical, consultant, managerial services, or for providing bonds or msurance • When a DBE subcontracts to another firm, the value of the subcontracted Work may be counted as participation only if the DBE's lower tier Subcontractor is also a DBE • When non-DBE Subcontractor further subcontracts to a lower-tier Subcontractor or supplier who is a certified DBE, then that portion of the Work further subcontracted may be credited as DBE participation so long as it is a distmct clearly defined portion of the Work that the 43 DBE is perFormmg with its own forces •• If a firm is not certified as a DBE at the time of the execution of the contract, their participation cannot be counted toward any DBE goals Trucking Use the following factors in determinmg DBE credit and whether a DBE truckmg company is performing a Commercially Usefui Function (CUF) 1 The DBE must be responsible for the management and supervision of the entire trucking operation for which credit is being claimed Ciry of Bremerton Arm�n Jahr Elementary S�dewalks Pro�ect u�-30 Apnt 2012 ' ' u � � ' � � 1 ' � ' u � u � � � 2 The DBE must �tself own and, with its own workforce, operate at least one fully licensed, msured, and operationai truck used on the Cont�act 3 The DBE receives cred�t only for the value of the•transportation services it provides on the Contract using trucks it owns or leases, licenses, insures, and operates with drivers it employs For purposes of this requirement a lease must mdicate that the DBE has exclusive use of and cantrol over the truck This does not preclude the leased truck from working for others provided it is with the consent of the DBE and the lease provides the DBE first pnority for use of the leased truck Leased trucks must display the name and identificat�on number of the DBE 4 The DBE may lease trucks from another DBE firm mcluding an owner-operator provided they are certified as a DBE for truck�ng The DBE who leases tnacks from another DBE may claim participation for the total value of the transportation services the lessee DBE prov�des on the Contract 5 The DBE may also lease trucks from a non-DBE firm and may enter into an agreement with an owner-operator who is a non-DBE The DBE shall only receive credit for the number of add�tional non-DBE trucks equal or less than the number of DBE trucks the firms owns or has leased/subcontracted through , another DBE trucking campany The DBE must control the work of the non-DBE trucks if the non-DBE �s performmg the Work without supervision of that Work ; by the DBE, the DBE is not performing a Commercially Useful Function (CUF) 6 In any lease or owner-operator situation, as descnbed in requirement #4 and #5 above, the following rules shall apply a A written lease/rental agreement is required for all trucks leased ar rented, documenting the ownership and the terms of the agreement The agreements must be submitted and approved by the Contracting Agency prior to the beginning of the Work The agreement must show the leaser's name, truck description and agreed upon amount and method of payment (hour, ton, or per load) All lease agreements shall be for a long-term relationship, rather than for the mdividual pro�ect (This requirement does not apply to owner-operator arrangements ) b Only the veh�cle, (not the operator) may be leased or rented (This requirement does not apply to owner-operator 49 arrangements ) 7 Credit may only be claimed for DBE trucking firms operating under a subcontract or a written agreement appraved by the Contracting Agency pnor to performing Work Expenditures paid to other DBEs Expenditures paid to other DBEs for materials or supplies may be counted toward DBE goals as provided in the following Manufacturer city of Bremerton Armm Jahr Elementary S�dewalks Pro�ect ix-31 Apnf 2012 ' You may claim DBE credit for 100 percent of value of the materials ar supplies obtained from a DBE manufacturer A manufacturer is a firm that operates or maintains a factory or establishment that produces, on the premises, the matenals, supplies, articles, or equipment required under the contract A manufacturer shall include firms that produce finished goods or praducts from raw or unfinished matenal or that purchases and substantially alters goods and matenals to make them suitable for construction use before reselling them In o�der to receive credit as a DBE Manufacturer, the firm must be certified by OMWBE as a manufacturer m a NA1CS code that falls within the 31XXXX to 33XXXX class�fication Regular Dealer You may claim credit for 60 percent of the value of the materials or supplies purchased from a DBE regular dealer Rules applicable to regular dealer status are contained m 49 CFR Part 26 55 e 2 To be considered a regular dealer you must meet the following criteria 1 WSDOT considers and recognizes a regular dealer, as a firm that owns, operates, or maintains a store, warehouse, or othe� establishment in which the materials or supplies required for the performance of the Contract and described by the specifications of the Contract are bought, kept in stock and regulariy sold or leased to the public in the usual course of business 2 Sixty percent (60%) of the cost of materials or supplies purchased fram an approved regular dealer may be credited as DBE participation Regular dealer status is granted on a contract-by-contract basis A firm wishing to be approved as a regular dealer for WSDOT contracted pro�ects or Highways & Local Program administered pro�ects must submit a request in writing to the OEO no later than seven days pnor to bid openmg Once the OEO has received the request, an onsite review will be set up with the firm and a review conducted to determine the firm's quslifications If it is determmed that the firm qualifies as a regular dealer the OEO will list the firm on an approved regular dealers L�st The list may be accessed through the OEO Home website is at www wsdot wa gov/equalopportunitv Note Requests to be listed as a regular dealer will only be processed if the requestmg firm is certified by the Office of Minority and Women's Business Enterprises in a NAICS code that fall within the 42X�CX NAICS Wholesale code section Materials or Supplies Purchased from a DBE With regard to materials or supplies purchased from a DBE who is neither a manufacturer nor a regular dealer you may claim credit for the follow�ng c►ry of EremeRon Armrn Jahr Elementary Srdewalks Pro/ec! ur-32 Apnl 2012 ' � 1 �' 1 Fees or commissions charged for assistance tn the procurement 13 of the matenals and supplies 2 Fees or transportation charges for the delivery of materials or supplies In either case, you may not take credit for any part of the cost of the 19 materials and supplies Joint Checking Ailowance � Prime Contractors and DBEs must receive pre-approval by the OEO before using a �oint check Joint check requests shall be submitted, by the Prime Contractor to the Contracting Agency for approval � ' � , � �� ' � � C�' ' � ' When requesting approval for use of a Joint checking allowance, the Contractor must distribute a written �oint check agreement among the parties (including the suppliers involved) pravidmg fu11 and prompt disclosure of the expected use of the �oint checks The agreement shall contain all the information concerrnng the pa�ties' obligations and consequences or remedies if the agreement is not fulfilled or a breach occurs The �oint check request shall be submitted to the Contracting Agency for approval pnor to sigrnng the Contract agreement The following are some�general conditions that must be met by all parties regardmg �omt check use , , a it is understoad the Prime Contractor acts as the guarantor of a �oint check b The DBE's own funds are used to pay suppl�er of mater�als The Pnme Contractor does not make direct payment to supplier In order to be performing a Commercially Useful Function (CUF), the DBE must release the check to the suppiier (paying for the materials it-self and not be an extra participant in a transaction) c If the Prime Contractor makes �oint checks available to one DBE Subcontractor, the service must be made ava�lable to all Subcontractors (DBE and non-DBE) d The relationship between the DBE and its suppliers should be established independently of and without mterference by the Prime Contractor Tne DBE has final decision-making responsibility concerrnng the procurement of matenals and supplies, includmg which supplier to use e The Prime Contractor and DBE shall be able to provide receipts, invoices, cancelled checks and/or certification statements of payment if requested by the Contracting Agency f The DBE remains responsible for all other elements of 49 CFR 11 26 55(c) (1) Failure by the Prime Contractor to request and to receive pnor approval of a �omt check arrangement wdl result in the �oint check amount not counting towards the Prime Contractor's DBE goal City of Bremerton Arm�n Jahr Elementary S►dewalks Pro�ecf ur-33 Apnl 2012 � Commercially Useful Function (CUF� In any case, you may only take credit when the associated DBE that is determmed to be performing a Commerc�ally Useful Function {CUF) A DBE performs a CUF when it is responsible for execution of a distinct element of Work and is carrying out its responsibilities by performing, managing and supervismg the Work mvolved The DBE must also be responsible with respect to materials and supplies used on the Contract For example, negotiating price, determming quality, determirnng quantities, ordenng, installing (if appiicable) and paymg for the material itself � A DBE does not perform a CUF �f its role is limited to that of an extra participant m a transaction, Contract, or pro�ect through which funds are passed Procedures Between Award and Execution s# After award and pnor to Execution of the Contract, the successful Bidder shall provide additional information as described below Failure to comply may result m the forfeiture of the Bidder's Proposal bond or deposit A list of all firms who submitted a Bid or quote in an attempt to participate in this pro�ect whether they were successful or not Include the correct busmess name, federal employer identification number 42 (optional} and a mading address The firms identified by the Prime Contractor may be contacted by Contractmg Agency to solicit general mformation as follows 1 Age of the firm 2 Average of its gross annual receipts over the past three years Procedures after Execution Reporting Quarterly Report of Amounts Credited as DBE Participation Form #422-102 The Prime Cont�actor shall submit a Quarterly Report of Amounts Credited as DBE Participation form (422-1 Q2 EF) on a qua�terly basis for any calendar quarter in which DBE Work is accomplished or upon completion of the pro�ect, as appropriate This is a record of payments to the DBE that the Prime Contractor is takmg credit for as DBE partic�pation The dollars reported as specified m Crediting DBE Partiapation for Reporting Purposes section of this cantract provision in the event that the payments to a DBE have been made by an entity other than the Prime Contractor (as in the case of a lower-tier Subcontractor or supplier), then the Pnme Contractor shall obtain the quarteriy report, includ�ng the signed affidavit, from the paying entity and submit the report to the Contracting Agency C�ry of 8remerton Armrn Jahr Elementary S�dewalks Pro�ect n►-34 Apnl 2012 ' � � Payment Compensation for all costs associated with complying with the cond�tions of this specification shali be included in payment for the associated 21 Contract items of Work Prompt Payment ' Prompt payment to all Subcontractors shall be in accordance with Section 1- 08 1(1) of the Contract Provisions ' ' ' ' ' � LJ � 1 , � � ' � Damages for Noncompliance The Pnme Contractor shall not discrimmate on the basis of race, color, national ongin, or sex in the performance of this Contract The Pnme Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of Contracts, which contain funding assistance from the Urnted States Department of Transportation Fadure by the Pnme Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy as the Contractmg Agency deems appropriate 1-07.12 Federal Agency Inspection Section 1-07 12 is supplemented with the following (March 13, 1995 WSDOT GSP) Required Federal Aid Provisions The Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and the amendments thereto supersede any conflicting provisions of the Standard Specifications and are made a part of this Contract, provided, however, that if any of the provisions of FHWA 1273, as amended, are less restnctive than Washington State Law, then the Washington State Law shall prevail The provisions of FHWA 1273, as amended, included in this Contract require that the Contractor insert the FHWA 1273 and amendments thereto m each subcontract, together with the wage rates wh�ch are part of the FHWA 1273, as amended Also, a clause sF�a(I be mcluded in each subcontract requiring the subcontractors to insert the FHWA 1273 and amendments thereto in any lower tier subcontracts, together with the wage rates The Contractor shall also ensure that this sect�on, REQUIRED FEDERAL A1D PROVISIONS, is inserted m each subcontract for subcontractors and lower tier subcontractors For this purpose, upon request to the pro�ect Engineer, the Contractor will be provided with extra copies of the FHWA 1273, the amendments thereto, the applicable wage rates, and this Special Provision C�ty of Bremerton ' Armrn Jahr Elementary Srdewalks Pro�ect ut-35 Apn12012 � 1-07.13 Contractor's Responsibility for Work 1-0T.93{4) Repair of Damage Section 1-07 13(4) is revised to read (Augusf 6, 200� WSDOT GSP} The Contractor shall promptly repair all damage to either temporary or pe�manent work as directed by the Engineer For damage qualifymg for relief under Sections 1-0713(1), 1-07 13(2) or 1-07 13(3}, payment wili be made m accordance with Section 1-04 4 Payment will be limited to repair of damaged work only No payment will be made for delay or disruption of work 1-07.17 Utilities and Similar Facilities Section 1-07 17 is supplemented with the followmg (Apri12, 2007 WSDOT GSP) Locations and dimensions shown m the Plans for existing facilities are in accordance with available information obtamed without uncovenng, measuring, or other venfication Public and private utilities, or their Contractors, will furrnsh all work necessary to ad�ust, relocate, replace, or construct their facilities unless otherwise provided for m the Plans or these Special Provisions Such ad�ustment, relocation, replacement, or construction will be done dunng the prosecution of the work for th�s pro�ect It is anticipated that utility ad�ustment, relocation, replacement, or construction within the pro�ect limits wdl be completed as follows *** As described in the Contract Plans and Division 8 of these Speaal Prov�sions *** The Contractor shall attend a mandatory utdity preconstruction meeting with the Engmeer, 1 ali affected Subcontractors, and all utdity owners and their Contractors prior to beginnmg onsite work _ The following addresses and telephone numbers of utdity companies or their Contractors that will be ad�usting, relocating, replacing or constructmg ut�lities withm the pro�ect lim�ts are supplied fo� the Contractor's use *** Storm Drainage City of Bremerton Contact Gunnar Fndnksson 3027 Olympus Drive Bremerton, WA 98310-4799 (360) 473-5270 Water/Sanitary City of Bremerton Contact Ned Lever 3027 Olympus Drive Bremerton, WA 98310 {360) 473-5270 Telephone Century Lmk Contact Dan O'Toole 611 6th Street Bremerton, WA 98337 (360) 478-5930 Power Puget Sound Energy Contact Donn Mart�nson 22884 Ryen Dnve NW Mail Stop POU-SVC Poulsbo, WA 98370 (360) 394-6615 C�ty of Bremerton Arm�n Jahr Elementary S�dewalks Pro1ect ui-36 Apnl 2012 � � ' � , ' ' Gas Cascade Natural Gas Co Contact Mike Dunn 6313 Kitsap Way Bremerton, WA 98310 (360) 373-1403 Fiber Optic Cable Convergence Technologies Contact John Stockwell 900 Sheridan Road Bremerton, WA 98310 (360} 405-1231 Cable Comcast Contact Jim LeCompte 1225 Sylvan Way Bremerton, WA 98310 (360) 340-1288 Fiber Optic Cable Kitsap Co PUD Contact Matt Hensen 1431 Finn Hill Road Poulsbo, WA 98370 (360) 509-8925 **'` *** The Contractor shall notify ail utility offices which are affected by the construction operation at least two (2) working days in advance Unde� no circumstances expose any utility without first obtainmg permission from the appropnate agency Once permission has been granted, locate, expose, and provide temporary support for all existing underground utilities "''* � 1-07.18 Public Liability And Property Damage Insurance LJ � ' ' (January 5, 2004) Item No 1 of the first paragraph of Section 1-07 18 is deleted Item No 2 of the first paragraph of Section 1-07 18 is revised to read (January 3, 2011) Reduced insurance Requirement 2 Commercial General Liability (CGL) Insurance written under ISO Form CG0001 or its equivalent with minimum limits of $1,000,000 per occurrence and in the aggregate for each one year policy period Products and completed operations coverage shall be provided for a period of three years followmg Substantial Completion of the work ' 1-07.23 1-07.23(1) Public Convenience and Safety Construction Under Traffic , Section 1-07 23(1} is supplemented with the following (January 2, 2092 WSDOT GSP) ' Work Zone Clear Zone The Work Zone Clear Zone (WZCZ) applies during working and nonworking hours The WZCZ applies only to temporary roads�de ob�ects mtroduced by the Contractor's operations ' and does not apply to preexisting conditions or permanent Work Those work operat�ons that are act�vely in progress shall be in accordance with adopted and approved Traffic Control Plans, and other contract requirements , ' C�ty of Bremerton Armm Jahr Elementary S�dewalks Pro�ect ur-37 Apnl 2012 1 1 Durmg nonworking hours equipment or materials shall nat be withm the WZCZ unless they are protected by permanent guardrad or temporary concrete barrier The use of temporary concrete baRier shali be permitted only if the Engineer approves the installation and location Dunng actual hours of work, unless protected as descnbed above, oniy matenals absolutely necessary to construction shall be within the WZCZ and only construction vehicles absolutely necessary to construction shall be allowed within the WZCZ or allowed to stop or park on the shoulder of the roadway The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the WZCZ at any time unless protected as described above Deviation from the above requirements shali nat occur unless the Contractor has requested the deviation in writing and the Engmee� has provided written approval Minimum WZCZ distances are measured from the edge of traveled way and will be determined as follows Distance From Regulatory Traveled Way Posted S eed Feet LL 35 m h or less 10'' 40 m h 15 45 to 55 m h 20 60 m h or reater 30 "or 2 teet beyond the outside edge of sidewalk Minimum Work Zone Ciear Zone Distance 1-07.24 Rights of Way (October 1, 2005 APWA GSP) Delete this section m its entirety, and replace it with the following Street nght of way lines, limits of easements, and limits of construction permits are mdicated in the Plans The Contractor's construction activities shall be confined within these limits, unless arrangements for use of pnvate property are made Generally, the Contracting Agency will have obtamed, prior to bid opening, all rights of way and easements, both permanent and temporary, necessary for carrying out the work Exceptions to this are noted in the B�d Documents or wdl be brought to the Contractor's attention by a duly issued Addendum Whenever any of the work is accomplished on or through property other than public right of way, the Contractor shall meet and fulfill all covenants and stipulations of any easement agreement obtained by the Contracting Agency from the owner of the pnvate property Copies of the easement agreements may be included in the Contract Provisions or made avadable to the Contractor as soon as practical after they have been obtained by the Engmeer 1 ' ' �� , � C�ty of Bremerton Am►�n Jahr Elementary Srdewalks Pro�ect ni-38 Apnl 2012 ' , ' ' Whenever easements or nghts of entry have not been acquired pr�or ta adve�tising, these areas are so noted in the Plans The Contractor shall not proceed with any portion of the work m areas where right of way, easements or rights of entry have not been acquired untd the Engmeer certifies to the Contractor that the nght of way or easement is avadable or that the nght of entry has been received if the Contractor is delayed due to acts of omiss�on on the part of #he Contracting Agency in obtaining easements, rights of entry or right of way, the Contractor wiil be entitled to an eutension of time The Contractor agrees that such delay shall not be a b�each of contract ' Each property owner shall be given 48 hours' notice prior to entry by the Contractor This mcludes entry onto easements and private property where private improvements must be ad�usted 1 � ' �J , , � � ' � ' , �� The Contractor shall be responsible for providing, without expense or liability to the Contracting Agency, any additional land and access thereto that the Contractor may desire for temporary construction facdities, storage of materials, or other Contractor needs However, before usmg any private property, whether ad�oining the work or not, the Contractor shall file with the Engineer a wr�tten permission of the private prope�ty owner, and, upon vacating the premises, a written release from the proper#y owner of each property disturbed or othenroise mterfered with by reasons of construction pursued under this contract The statement shail be signed by the pnvate property owner, or proper authority actmg for the owner of the private property affected, statmg that permission has been granted to use the property and all necessar}r permits have been obtamed o�, in the case of a release, that the restoration of the property has been satisfactonly accomplished The statement shall include the parcel number, address, and date of signature Written releases must be filed with the Engineer before the Completion Date will be established 1-08 PROSECUTION AND PROGRESS Add the following new section 1-08.0 Preliminary Matters (May 25, 2006 APWA GSP) Add the following new section New Section 4-08.0(1) Preconstruction Conference New Section (Ocfober 10, 2008 APWA GSP) Prior to the Contractor begmrnng the work, a preconstruction conference w�ll be held between the Contractor, the Engineer and such other mterested parties as may be invited The purpose of the preconstruction conference wdl be 1 To review the initial progress schedule, 2 To establish a working understanding among the various parties associated or affected by the work, 3 To establish and review procedures for progress payment, not�fications, appravals, submittals, etc , 4 To establish normal working hours for the work, Gty of Bremerton Armrn Jahr Elementary Sidewalks Pro�ect ru-39 Apnl 2012 ' [-1 5 To review safety standards and tra�c control, and 6 To discuss such other related items as may be pertment to the work The Cont�actor shall prepare and submit at the preconstruction conference the followmg 1 A breakdown of all lump sum items, 2 A prelimmary schedu(e of workmg drawing submittals, if applicable, and 3 A list of matenal sources for appraval, if applicable Add the following new section 1-08 Hours of Work (June 27, 2011 APWA GSP) � ' ' New Section ' Except in the case of emergency or unless othennnse approved by the Contracting Agency, the normal straight time working hours for the contract shall be any consecutive 8-hour penod between 7 00 a m and 6 00 p m of a working day with a maximum 1-hour lunch break and a 5-day work week The normal straight time 8-hour working period for the contract shall be established at the preconstruction conference or pnor to the Contractor commencing the work Wntten permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays, before 7 00 a m or after 6 00 p m on any day, or longer than an 8-hour period on any day The Contractor shail apply in wnting to the Engmeer for such permission, no later than noon on the working day prior to the day for which the Contractor is �equesting permission to work Permission to work between the hours of 10 00 p m and 7 00 a m during weekdays and between the hours of 10 00 p m and 9 QO a m on weekends or holidays may also be sub�ect to no�se control requirements Approval to contmue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or complamts are received from the public or ad�oming prope�ty owners regarding the noise from the Contractor's operations The Contractor shall have no claim for damages or delays should such permission be revoked for these reasons Permission to work Saturdays, Sundays, holidays, or other than the agreed upon normal straight time workmg hours Monday through Friday may be given sub�ect to ce�tain other conditions set forth by the Contracting Agency or Engineer These conditions may include but are not limited to • The Engmeer may require designated representatives to be present during the work Representatives who may be deemed necessary by the Engmeer include, but are not limited to survey crews, personnel from the Contracting Agency's material test�ng lab, mspectors, and other Contracting Agency employees when m the opinion of the Engineer, such work necessitates their presence • On non-Federal aid pro�ects, requiring the Contractor to reimburse the Contractmg Agency for the costs in excess of straight-time costs for Contracting Agency representatives who worked durmg such times • Considering the work pertormed on Saturdays, Sundays, and holidays as working days with rega�d to the contract time Considering multiple work shifts as multiple workmg days with respect to contract time, even though the multiple shifts occur in a single 24-hour penod Crry of Bremerton Arm�n Jahr Elementary Srdewalks Prolect ni-40 Apnl 2012 I� �� I � r '�J 1-08.1 Subcontracting Section 1-Q8 1 is supplemented with the foilowing (October 12, 1998} Prior to any subcontractor or lower tier subcontractor beginrnng work, the Contractor shall submit to the Engmeer a certificafion (WSDOT Form 420-004) that a written agreement between the Contractor and the subcontractor or between the subcontractor and any lower tie� subcontractor has been executed This certification shall also guarantee that these subcontract agreements inciude all the documents required by the Special Provision Federal Agency Inspection A Subcontracto� or lower tier Subcontractor will not be permitted to perform any work under ' the contract until the foilowing documents have been completed and submitted to the Engmeer 1 Request to Sublet Work (Form 421-012), and ' 2 Contractor and Subcontractor or Lower Tier Subcontractor Certification for Federal- aid Pro�ects (Form 420-004} ' The Contracto�'s records pertairnng to the requ�rements of this Spec�a! Provision shall 17 be open to mspection or audit by representatives of the Contractmg Agency during the 18 life of the contract and for a period of not less than three years after the date of 19 acceptance of the contract The Contractor shall retam these records for that period 2Q The Contractor shall also ' guarantes that these records of all Subcontractors and lower 21 tier Subcontractors shall be ava�lable and open to similar inspection or audit for the 22 same time period , 1-08.1(1) Subcontract Completion and Return of Retainage Withhelc0 Section 1-08 1(1) is revised to read I I� u � 1 LJ ' ' � (June 27, 2019 WSDOT GSP) , The following procedures shall apply to all subcontracts entered into as a part of this Contract Requirements 'i The Pnme Contraetor or Subcontractor shall make payment to the Subcontractor not later than ten (10) days after receipt of payment from the Contracting Agency for work satisfactordy completed by the Subcontractor, ta the extent of eacF� Subcontractor's interest therein 2 P�orr�pt and full payment of retainage from the Prime Contractor to the Subcontractor shall be made withm 30 days after Subcontractor's Wark is sat�sfactorily completed 3 For purposes of this Section, a Subcontractor's worlc is satisfactorily completed when all task and requirements of the Subcontract have been accomplished and including any required documentation and material testing ' C�ty of Bremerton Armrn Jahr Elementary Srdewalks Pro�ect n�-41 Apnt 2012 ' ' 4 Failure by a Prime Contractor or Subcontractar to compiy with these requirements may � result in one or more of the following � a Withholding of payments untd the Pnme Contractor or Subcontractor complies I �� b Fadure to comply shall be reflected �n the Prime Contractor's Performance Evaluation , c Cancellation, Termmation, or Suspension of the Contract, in whole or m part d Other sanctions as provided by the subcontractor or by law under applicable prompt pay statutes Conditions This clause does not create a contractual relationship between the Contracting Agency and any Subcontracto� as stated m Section 1-08 1 Also, it is not intended to bestow upon any Subcontractor, the status of a third-party beneficiary to the Contract between the Contracting Agency and the Cantractor Payment The Contractor will be solely responsible for any additional costs mvolved in paying retamage to the Subcontractors Those costs shall be incidental to the respective Bid ltems 1-08.4 Prosecution of Work Delete this section in its entirety, and replace it with the followmg 1-Q8.4 Notice to Proceed and Prosecution of Work (June 27, 2019 APWA GSP) Notice to Proceed will be given after the contract has been executed and the contract bond and evidence of insurance have been approved and Fled by the Contracting Agency The Contractor shall not commence with the work until the Notice to Proceed has been given by the Engineer The Contractor shall commence construction activities on the pro�ect site within ten days of the Notice to Proceed Date, unless otherwise approved in writmg The Contractor shall diligently pursue the work to the physical completion date within the time specified in the contract Voluntary shutdawn or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the cont�act When shown m the Plans, the first order of work shall be the installation of high visibd�ty fencing to delineate all areas for protection or restoration, as described m the Contract Installation of high visibility fencmg ad�acent to the roadway shall occur after the placement of all necessary signs and traffic controi dev�ces m accordance with 1-'t0 1(2) Upon construction of the fenc�ng, the Contractor shall request the Engmeer to mspect the fence No other work shall be performed on the site untd the Contracting Agency has accepted the mstallation of high visibihty fencmg, as described in the Contract (Augusf 7, 2006 WSDOT GSP} The Contractor shall begin work no earlier than *** June 20, 2012'"'" Crry of B�merton Armrn Jahr Elementary S�dewa/ks Pro�ect rr�-42 Apnl 2012 � ' 1-08.5 Time for Compfetion ' ' � � � ' Section 1-08 5 is supplemented with the following (Augusf 7, 2006 WSDOT GSP) Contract time shall begin on the first workmg day The first workmg day shail be '`** June 20, 2012 *** Section 1-08 5 is supplemented with the following (March 13, 1995) This proJect shail be physically completed within *"* 30 *** workmg days 't -08.6 't -09 Suspension of Work MEASUREMENT AND PAYMENT 1-09.6 Force Account (October 10, 2008 APWA GSP) Supplement th�s section w�th the follow�ng � The Contracting Agency has estimated and included in the Proposal, dollar amounts for all items to be paid per fo�ce account, only to provide a common proposal for Bidders All such dollar amounts are to become a part of Contractor's total bid However, the Contracting , Agency does not warrant expressly or by implication, that the actual amount of work wtll correspond with those estimates Payment will be made on the basis of the amount of work actually authorized by Engineer � ' ' � ' ' , 1-09.9 Payments (June 27, 2011 APWA GSP, Option A) Supplement this section with the followmg Lump sum item breakdowns are not required when the bid price for the lump sum �tem is less than $20,000 (June 27, 2011 APWA GSP, Option B) Delete the fourth paragraph and replace it with the followmg Progress payments for completed wor{c and material on hand wdl be based upon progress estimates prepared by the Engmeer A p�ogress estimate cutoff date wdl be established at the preconstruction conference The �n�tial progress estimate will be made not later than 30 days after the Contractor cammences the work, and successive progress estimates wdl be made every month thereafter untd the Completion Date Progress estimates made during progress of the work are tentative, and made only for the purpose of determming progress payment The progress estimates are sub�ect to change at any time pnor to the calculation of the Final Payment The value of the progress estimate will be the sum of the following ' C►ty of Bremerton Armrn Jahr Elementary Srdewalks Pro�ect br-43 Apn12012 �� 1 Unit Price items in the Bid Form — the approximate quantity of acceptable unrts of work completed multiplied by the un�t price 2 Lump Sum Items in the Bid Form — based on the approved Contractor's iump sum breakdown for that item, or absent such a breakdown, based on the Engmeer's determmation 3 Matenals on Hand — 100 percent of invoiced cost of material delivered to Job site or other storage area approved by the Engineer 4 Change Orders — entitlement for appraved extra cost or completed extra work as determined by the Engmeer Progress payments wdl be made in accordance with the progress estimate less 1 Retainage per Section 1-09 9(1), on non FHWA funded pra�ects, 2 The amount of Progress Payments previously made, and 3 Funds withheld by the Contractmg Agency for disbursement in accordance with the Contract Documents Progress payments for work performed shall not be evidence of acceptable perFormance or an admission by the Contract�ng Agency that any work has been satisfactonly completed The determmation of payments under the contract will be final m accordance with Section 1-05 1 1-Q9.9(1) Retainage Section 1-09 9(1) content and title is deleted and replaced with the followmg (June 27, 2011) Vacant 1-10 1-10.2 1-10.2(4 ) TEMPORARY TRAFFIC CONTROL Traffic Conteol Management General Section 1-10 2(1) is supplemented with the foliowing (December 1, 2008 WSDOT GSP) Only traming with WSDOT TGS card and WSDOT training curnculum is recagnized m the State of Washmgton The Traffic Control Supervisor shall be certified by one of the following The Northwest Laborers-Employers Trairnng Trust 27055 Ohio Ave Kingston, WA 98346 (360) 297-3035 Evergreen Safety Council 401 Pontius Ave N Seattle, WA 98109 Crty of 8remerton Amun Jahr E(ementary S�dewalks Pro/ect r1�-44 Apnl 2012 ' , � ' 1 � ' ' , , � � � � , � , ' , 1-800-521-0778 ar (206) 382-4090 The American Traffic Safety Services Association 15 Riverside Parkway, Suite 10Q Freder�cksburg, Virgmia 22406-1022 Training Dept Toll Free (877) 642-4637 Phone (540) 368-'f 701 1-10.4 Measurement 1-10.4(1) Lump Sum Bid for Project (No Unit Items) Section 1-10 4(1) is supplemented with the foilowmg (August 2, 2004 WSDOT GSP) The proposal contains the item "Pro�ect Temporary Traffic Control," lump sum The provisions of Section 1-10 4(1) shall apply END OF DIVISION 1 Gty of Bremerton Armin Jahr Elementary S�dewaiks Pro�ect ni-45 Apn12012 � , 1 C I � ' oavisooN 2 EaRTHwoRK 2-01 CLEARING, GRUBBING, AND ROADSIDE CLEANUP 2-01.1 Description Section 2-09 1 is supplemented with the following (March 13, 1995 WSDOT GSP) Cleari�ng and grubbing on this pro�ect shall be perFormed within the fallowmg limits **'` As shown in the Contract Plan set, Demolition, Sheet 2 of 8*** ' �******� The City of Bremerton shall be given five (5) working days notice prior to work begmrnng for cleanng and grubbing so as to contact ad�acent property owners of the impendmg work ' 2-01.2(1) Disposal Method No. 1— Open Burning ' , ' � ' ' � ' � � Delete this section in its enti�ety No open burrnng wdl be permitted 2-01.5 Payment The first and second paragraphs of Section 2-41 5 are revised to read as follows (January 5, 1998 WSDOT GSP) Payment wdl be made in accordance with Section 1-Q4 1, for the following bid items when they are included in the proposal *** All costs for cieanng and grubbing on this pro�ect shail be included in the "Clear�ng and Grubbmg" *** 2-02 REMOYAIL OF STRUCTURES AND C?BSTRUCTIONS 2-02 3 Construction Requirements Section 2-02 3 is supplemented with the followmg �*,�****� Removal of Obstructions Remove ali conflicting landscaping, rockeries, catch basms, and fences as shown m the contract plan set All conflicting pavement markings and signs, includmg sign posts and foundations shail be removed City of Bremerton Arm�n Jahr Elemenfary S�dewalks Pro�ect n�-47 Apnt 2012 , 2-02.3(3) Removal af Pavement, Sidewalks, Curbs, and Gutters Section 2-02 3(3) �s supplemented with the following �******� � Pavement Thickness: The approximate thickness af the pavement, driveways, sidewalks, curbs and gutters have not been observed It shall be the bidder's responsibility to observe the existmg conditions and base their bid accordmgly Coordination with property owners: Coordination with property owners shall be through the C�ty of Bremerton The City shall be given five (5) working days notice prior to work begmning m front of the pnvate properties Access to the residences shall be maintained at all times 2-02.4 Measurement Section 2-02 4 is supplemented with the following �******� Asphalt concrete pavement wdl �nciude pavement and driveway removal and wdl be measured by the square yard Cement concrete pavement wdl include pavement, driveways, sidewalk and curb ramp removal and wdl be measured by the square yard Cement concrete curb and gutter removal wdl be measured by the li�ear foot Full depth cement concrete saw cutting will be measured by the Imeai foot Full depth asphalt concrete saw cutting will be measured by the lineal foot 2-02.5 Payment Delete the last paragraph in Section 2-02 5 and �eplace with the following �*****� , Removmg cement concrete pavement, asphalt conc pavement, curbs and asphalt over cement conc pavement is NOT mcluded m the excavation quantities Supplement Section 2-02 5 with the foliowing �*****� "Removing Asphalt Concrete Pavement", per square yard "Removing Cement Concrete Pavement°, per square yard City of Bremerton Arm�n Jahr Elementary S�dewalks Prolect �rr-48 Apn12012 � � , � ' "Removing Cement Concrete Curb and Gutter", per Imear foot "Full Depth Cement Concrete Saw Cuttmg", per lineal foot "Full Depth Asphalt Concrete Saw Cutttng", per lineal foot Payment for materials, labor and equipment requi�ed to saw cut shall be mclusive to the urnt contract pnces for "Full Depth Saw Cutting" This shall include, but not be limited to vacuuming and sweeping along the saw cut to remove any fine materials and debris generated by the activity The urnt bid prices in the Proposal wdl be full compensation for the costs of all labor, tools, ' equipment, and materials necessary or mcidental to remove the materials and haul ta a disposal site ' � � , ' � 1 , L � 1 1 Delete Section 2-43 3(7} and replace with the foilowing 2-03.3(7) Disposal of Surplus Material �*****� A waste site has not been provided by the Contractmg Agency for the disposal of excess materials and construction debns The Contracto� shall be solely responsible for loading, hauling and disposing of all surplus material and construction debris in a manner complymg with all local, state and federal statutes and regulations , C�ry of Bremerton Armin Jahr Elementary S�dewalks Profect END OF DIVISION 2 ur-49 Apnl 2012 ' � � , fl � LJ ' ' ' , L�l DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-04 HOT MIX ASPHALT 5-04.3(5)E Pavement Repair The second paragraph of Section 5-04 3(5)E is revised ta read as follows �******� The minimum depth of pavement repair excavation shall be 6 mches This will allow for 4 inches of CSTC and 2 mches of HMA Class 1/2 inch Any excavation below 6 inches will be paid as roadway excavation All pavement repairs shall match existmg pavement thicknesses The minimum and maximum width of any pavement repair shail be determmed in the field by the Engmeer Before any excavat�on, the existing pavement shall be saw cut or shall be removed by a pavement grinder Placement of HMA shall be in separate 2-mch compacted lifts untd existing pavement thickness is achieved Section 5-04 3(5)E is supplemented with the followmg ��****«� As directed by the Engineer, areas of asphalt concrete pavement disturbed by the Contractor's operations shall be repaired as shown m the Plans to the limits determined by the Engineer ' The placmg and compaction of the trench backfill, and the preparation and compaction of the subgrade shall be in accordance with the requirements of the various applicable sections of the Standard Speafications, Special Provisions, and the detail in the Plans � ' ' � , ' Before the patch is const�ucted, all pavement cuts shall be trued so that the marginal Imes of the patch wdl form a rectangle with reasonably straight edges and vertical faces After the subgrade has been prepared, Hdt Mix Asphalt shall be placed to a thickness as shown in the Pians or as directed by the Engineer The edges of the existing asphalt pavement and castings shall be pamted with hot asphalt cement or asphalt emulsion immediately before placing the asphalt patching material The asphalt shall then be placed, leveled, and compacted to conform to all the ad�acent paved surfaces [mmediately thereafter, all �oints between the new and original asphalt pavement shall be painted with hot asphalt or asphalt emulsion and be covered with dry paving sand before the asphalt so[idifies The mater►al for tacking the bottom and sides of patches for asphait concrete shall be CRS 2 cationic emulsified asphalt per Section 9-02 1(6) of the Standard Specificatians For sealing the edges after placing the asphalt concrete patch, the Contractor shall use a light cutback, AR4000 curmg liquid asphalt, and then sand the surface to prevent tracking ' C�ty of Bremenon Armin Jahr Elementary Srdewaiks Pro�ect �n-51 Apnl 2012 �J 5-04.3(8) Mixing 5-04.3(8)A Acceptance Sampling and Testing — HMA Mixture 5-04.3(8)A1 General Section 5-04 3(8)A1 is replaced with the foliowing �******� Acceptance of HMA shall be as provided under nonstatistical or commercial evaluation Commercial evaluation will be used for Commercial HMA and for other classes of HMA m the following applications sidewalks, road approaches, ditches, slopes, paths, trails, gares, and other nonstructural applications as approved by the Engineer Sampling and testing of HMA accepted by commercial evaluation will be at the option of the Engineer The proposai quantity of HMA that is accepted by commercial evaluation will be excluded from the quantities used in the determination of statistical and nonstatisticai evaluation 5-04.3(10) Compaction 5-04.3(10)B Control Section 5-04 3(10)B is supplemented with the followmg �****#*� For hot mix asphalt, where the specified compacted course thickness is greater than 0 10 foot, the acceptable level of compaction shall be a mmimum of 92 percent of the maximum density as determmed by WSDOT Test Method 705 The level of compaction attamed will be determmed as the average of five nuclear density gauge tests taken on the day the mix is placed (after completion of the finish rolling) at selected locations within each lot, with all five tests exceedmg 89 percent of Rice The quantity represented by each lot will be no greater than two truckloads with trailers, or approximately 60 tons, whichever is less When tests determmed that the lot does not meet the mmimum density standards, pavmg must s#op Ta resume paving, all factors contributmg to compaction shali be analyzed and the Engineer shall approve changes made, which may require a new mix design Any lot not meeting the density standards shall be removed and repiaced with satisfactory matenal with no additional cost to Contracting Agency Cores may be used as an alternate to the nuclear density gauge tests When cores are taken by the Engmeer at the request of the Contractor, the request shall be made by noon of the first working day following placement of the mix The cost for the coring expenses when the core results ind�cate the specified level of relative density within a lot has not been achieved will be deducted from any mornes due or that may become due the Contractor under the contract at the rate of $150 00 per core In add�tion to the randomly selected locations for tests of the control lot, the Engineer reserves the right to test any area wh�ch appears defective and to require the further compaction of areas that fall below acceptable density readmgs These additional tests shall not impact the compaction evaluation of the entire control lot Hot mix asphalt shall not be placed after September 30 without written approval from the City Engineer Crty of BremeRon Armin Jahr Elementary Srdewalks Pro/ect u�-52 Apn12012 LJ ' S-04.3(13) Surface Smoothness ��*****� ' Commercial HMA for Approaches/Driveways Fill Condition —(existtng driveway is below new driveway grade) , , , ' Limits for asphalt concrete pavement at the driveways shall be as shown m the Plans ar as marked m the field by the Engineer Existing asphalt concrete driveways shall be saw cut at the edge of the new cement conc�ete approach Where abutment to existing asphait concrete driveway is not feasible, the asphalt concrete shail be saw cut a minimum of 3 foot behmd the back of the cement concrete approach and repaired with a minimum of 3 mches Commercial HMA over 4 mches of crushed surfacing top course matching existmg driveway grade Existing asphalt concrete driveway surface shall be prepared per requirements of Section 5-04 3(5)A Cut Condition —(existing dnveway is above new driveway grade) � Limits for asphalt concrete pavement reconstruction at the dnveways shall be as shown in the Plans or as marked in the field by the Engmeer Edge of asphalt concrete pavement driveway reconstruction shall be saw cut � , ' Driveways shall be excavated to provide a pavement section of 3 mches Commercial HMA over 4 inches of crushed surfacmg top course Subgrade shall be prepared per the requirements of Section 2 03 C�ushed surfacing top course shali be placed per the requirements of Section 4-04 Paving of asphalt concrete driveways shall be completed as to minimize disruption of access to the associated property 5-04.4 Measurement ' Section 5-04 4 is supplemented with the followmg �*�****� . Pavement repair includes work not specifically identified on the Plans Pavement repair will ' be specifically marked in the field by the City The quantity in the bid item for "Pavement Repair" is an estimated quantity The Contractor shall be paid for only the actual amount of pavement repair required by the Engineer Section 1-04 4 shall not apply ' 5-04.5 Payment ' � e � Section 5-04 5 is supplemented with the following �***«**� "HMA CI 1/2 In PG 64-22 for Pavement Restoration", per ton The unit bid price in the Proposal wdl be full compensation for the cost of all labor, tools, equipment, and materiais necessary or mcidentai to haul, place, and compact the HMA for pavement restoration ad�acent to the new curb and gutters and driveways C�ty of Bremerfon Armin Jahr Efementary Sidewafks Pro�ect nr-53 Apn12012 , I �' 5-05 CEMENT CONCRETE PAVEMENT 5-Q5.1 Description Suppiement Section 5-05 1 with the following �***,►**� Driveway construction is to match existing driveway finishes, i e, driveways with exposed aggregate finishes shall be repiaced with exposed aggregate firnshes � END OF DIVISION 5 C�ty of Bremerton Arm�n Jahr Elementary S�dewaJks Pm/ect �rr-54 Apnl 2012 � � �I � �i C ' ' � ' ' � � C' ' C ' � � � � •1 DRAINAGE STRUCTURES, STORM SEWERS, SANBTARY SEWERS, WATER MAINS, AND CONDUITS 7-05 MANHOI.ES, INLETS, CATCH BASINS, AND DRY WELLS 7-05.1 Description Section 7-05 1 is supplemented with the following �***,�**� This work shall also mclude the reconnection of the new catch basins to existing storm sewers 7-05.2 Materials Section 7-05 2 is supplemented with the followmg �***�**� Frames and grates shall be as shown in the Plans and as noted below 1 Locking Solid Metal Cover and Frame for Catch Basms shall conform to City of Bremerton Design and Construction Standards and Specification Details 4012 and 4014 2 Vaned grate shall conform to WSDOT Standard Plan B-30 30-00 7-05 5 Payment Section 7-05 5 is supp(emented with the following , (*,�*.**� The urnt contract pnce to mstall the catch basins shall include all work to complete the installation, mcludmg adJustment of rim, supplying and instalimg a new frame, cover and basin, structure excavation, connect�on to existing storm sewers, grave( backfill for bedding, and structure backfill No �separate payment will be made for providmg basins, frames, covers, and grates for manholes, inlets, and catch basms 7-'12 VALVES FOR WATER MAINS 7-12.1 Description Section 7-12 1 is supplemented with the following �****.� This work shall consist of ad�ustmg existing valve covers and water meter boxes ta finished grade , City of Bremerton Armm Jahr Elementary Sidewalks Pro�ect rn-55 Apnl 2012 , 7-12.2 Materials Section 7 12 2 is suppiemented with the foliowing �*****� Mater�als shall meet the requirements of Section 6-02 and 9-30 3(4) Construction Requirements Section 7-'i 2 3 is supplemented with the followmg �*****� Adjust Valve Cover to Grade Water valves to remam in place that fall withm the construction area shall be ad�usted to final grade after placement of the final lift of pavement Valves within the paved area shall use a minimum of 6-inch-wide by 6-inch-deep concrete ring with 3 inches of HMA CI 1/2 In PG 64-22 asphalt concrete pavement to ad�ust the valve to grade The asphalt concrete patch shall be sealed with AR4000W pavmg asphait The existing valve box shall be replaced All valves shall be installed with cast-iron valve boxes All vaives in unpaved areas shall have a 2-foor-square asphalt pad around the valve cover, and valve clusters shall have a contiguous asphalt pad that extends 2 feet beyond each valve All vaives in unpaved areas shall be installed with a valve marker post unless otherwise directed by the Engmeer 7-12.3(1) Installation of Valve Marker Post Replace the first sentence of Sect�on 7-12 3 with the following �*****� A pre-cast valve marker post shall be furnished and mstalled with each smgle or closely grouped combination of valves in unpaved areas Marker posts shall be located as directed by the Engineer The Contractor shall exercise care in handling the valve covers Valve covers damaged due to the Contractor's operations shall be repaired or replaced by the Contactor at no added cost 7-12.3 Measurement Section 7-12 4 is supplemented with the following �*«***� Measurement of "Ad�ust Water Valve Box" shall be per each box ad�usted Measurement of "Ad�ust Water Meter Box" shall be per each box ad�usted 7-12.4 Payment Section 7-12 5 is supplemented with the followmg C�ty of Bremerton Armin Jahr Elementary S►dewalks Pro�ect ur-56 Apn12012 � � ' ' , ' ' , � � ' ' ' ' ' ' e ' , �**««*� "Ad�ust Water Valve Box", per each "Ad�ust Water Meter Box", per each The unit price bid per each "Ad�ust Water Valve Box" and "Ad�ust Water Meter Box" shall be fuil pay for all work and materials to ad�ust the water valve cover to grade, includmg, but not limited to, excavating, backfilimg, compactmg, surfacing, and restoration Should the valve box or cover require replacing the City will supply replacement materials END OF DIVIStON 7 C�ty of 8remeRon Armm Jahr E/ementary S�dewalks Pro�ect u�-57 Apnl2012 � � ' ' 8-01 Il 8-a1.3 ' DIVISION 8 MISCELLANEOUS CONSTRUCTiON EROSION CONTROL AND WATER POLLUTION CONTROL Construction Requirements 8-01.3(1)A Submittals Replace the first sentence m the third paragraph of Section 8-01 3(1)A with the following ' �******� The Contractor shall prepare and submit for approval temporary erosion and sediment control pian (TESC Plan) that complies with the C�ty of Bremerton NPDES Construction � Permit The TESC Plan shall be submitted to the Engineer 10 workmg days prior to the start of clearmg and grubbing , ' � � ' Ll 8-01.4 Measurement Replace Section 8-01 4 with the following �******� No urnt of ineasurement shall apply to the lump sum price for Temporary Eros�on and Sediment Control 8-01.5 Payment Replace Section 8-01 5 with the following {*****� Payment for "Temporary Erosion and Sedimentation Control", lump sum, shall include all costs for plannmg, furrnshing, implementing, mamtaining, and removing BMPs in accordance with this section The cost for the CESCL certification, protectmg stockpdes, vacuum sweeping of the streets, and any other cost for maintammg a clean work site are considered mcidental to this item ' 8-02 8-02.1 : � = � � ''L�II:�'3 [�7'':7_� �:Cili] Description ' Section 8-02 1 �s supplemented w�th the follow�ng �*�****} ' This work shall mclude, without limitation, subgrade preparation for pianting areas and placement of sod, mulch, and plantmgs within planting beds, tree pits, and stormwater planters e "Planting Areas" means all areas withm the pro�ect area which contain plantings , City of Bremerton Armin Jahr Elementary Sidewalks Pro�act �n-59 Apni2012 1 8-02.3 Construction Requirements Section 8-02 3 is supplemented with the foliowing �**.*,►*� The work shall proceed as rapidly as the site becomes available, consistent with normal seasonal limitations for plantmg work Contractor shall remove any debris from other trades prior to begmrnng work Contractor shall review existing soil conditions for any contaminants that may have been discarded by other trades, such as concrete debris, extra roadway subgrade material and rip rap, lumber, or trash and notify the Engineer �mmediately �f any contammants are present 8-02.3(1) Responsibility During Construction Section 8-02 3(1) is supplemented with the following �******� For all Planting Areas, the Contractor is respansibie to perForm the work m a manner that mirnmizes displacement and compaction of the existing soil Work wili be stopped if, in the opin�on of the Engmeer, construction method, so�l moisture content or other condition wi11 result in compaction of the sotl or displacement of the existing soil horizon surroundmg the area in which Soil is to be deposited (such as ruts over 3 tnches deep) The Contractor will not be allowed to resume wo�k untd conditions improve or an alternate method of construction is approved by the Engineer 8-02.3(3)A Planting Area Weed Controi Delete paragraph 3 of Section 8-02 3(3)A and replace with the following �******� Herbicides may not be used on this proJect Weed control shall be perFormed by hand, as needed to control weed growth 8-02.3(3)B Chemical Pesticides Delete Section $ 02 3(3)B and replace with the followmg (******� Chemicaf pest�cides may not be used on this pro�ect 8-02.3(4) Topsoil Section 8-02 3(4) is supplemented with the followmg �******� Do not drive, park equipment, or place construction materials on prepared subgrades or instalied Topsoil once placed 8-02.3(4)A Topsoil Type A Supplement Section 8-04 1 with the following Cdy of 8remerton Arm�n Jahr EJementary Stdewalks Pro/ect ui-60 Apnl 2012 ' ' 1 ' ' ' � il �J ' � I �� 1 ' � , �*****� Topsoil Type A shall be used to repair ad�acent lawn areas to the sidewaik construction Subgrades will be inspected to ensure area is free of construction and concrete debris and rocks over 3�nches m diameter Preparation of the areas will be in accordance with Lawn Instailation, Section 8-02 3(16)A The Sod Mix shall consist of 80% Sand and 20% Orgarnc Amendment by volume, and shali meet or exceed the fo!lowmg specifications The Sand Component shall meet the follawing specifications withm reasonable variations Screen Size 3J8" 1/4" #10 #30 #60 #100 #200 Percent f%) Passinct 100 95-100 85-95 60-75 50-60 20-30 <5 2 The Compost (Organic Amendment) Component shall consist of 100% recycled yard waste materials or other orgarnc waste materials that have been sorted, ground up, aerated and aged and shall be fully composted, stale and mature (non-aerobic) The composting process shall be for at least six manths time and the orgarnc amendment shall have a urnform dark, soii-like appearance In addition, the compost shall have the following physical characteristics a Shall have Carbon to Nitrogen ration of between 20 1 and 40 1 If C/N ratio is greater than 40 1, a lab recommended rate of Nutralene (40-0-0), be followed at the time of sa�l preparation b Shall be certified by the Process to Fu�ther Reduce Pathogens (PFRP) guideline for hot compostmg as established by the United States Environmental Protection Agency c Shall be fully mature and stable before usage Shall be screened usmg a sieve no finer than'/4-inch and no greater than'/2-inch 0 ' LJ Based an drv weiqht of total orqanic amendment sample Must comply with the foilowing percent by weight passing ' C�ty of Bremerton Armin Jahr Efementary Srdewaiks Pro�ect to-61 Apn12012 , ' Sieve Size Percent l%) Passma 1I2" ('{ 2 7mm} 100 1/4" (6 35mm) 95-100 4 76mm 90-95 2 38mm 75-90 1 OOmm 45-70 500micron 0-3Q e Shall have heavy metal concentrations below the WSDA limits as follows Metal Type WA State lppm) ARSENIC 20 ppm CADMIUM 10 ppm COPPER 750 ppm LEAD 150 ppm MERCURY 8 ppm MOLYBDENUM 9 ppm NICKEL 210 ppm SELENIUM 18 ppm ZINC 1400 ppm 8-04 CURBS, GUTTERS, AND SPILLWAYS 8-04.1 Description Supplement Section 8-04 1 with the following �*****� Cement Concrete Traffic Curb and Gutter shall conform to the City of Bremerton Standard Plan Number 3131, "Cement Concrete Curb and Gutter Type A" 8-Q6 CEMENT CONCRETE DRIVEWAY ENTRANCES 8-06.3 Construction Requirements Section 8-06 3 is suppiemented with the following �******� Closure of any driveway on the pro�ect shall be for no more than three (3) consecutive calendar days 8-14 CEMENT CONCRETE SIDEWALK 8-14.1 Description Section 8-14 1 is supplemented with the following �.*****� Work shall also mclude installing detectable warrnng surfaces on new curb ramps C�ry of Bremerton Ann�n Jahr Elementary Srdewalks Pro/ect �n-62 Apnl 2012 ' �� ' � � � � � t ' ' ' � ' ' ' � �I L� ' 8-14.2 Materials Section 8-14 2 is suppiemented with the followmg ' t ******� Ail detectable surfaces shall be black in color � 8-14.4 Measurement � �******� Delete the third paragraph m Section 8-14 4 No unit of ineasure shall apply to the detectable warning surface , 8-14.5 Payment r .,****� ' Delete the last paragraph in Section 8-14 5 Payment for the detectable warning surface shall be mclusive to ' "Cement Conc Curb Ramp Type ", per square yard 8-22 PAVEMENT MARKING ' 8-22.1 Descr'ption ' Section 8-22 1 is supplemented with the following �******� � Work shall include the removal of existmg pavement markings as well as the installation of ' new plastic pavement markings Crosswalk pattern shall conform to City of Bremerton Standard Detail 3257 ' 8-22.3(3)E Construction Requirements Supplement Section 8-22 3(3)E with the following ' �*****� Crosswalk marking material shall be Type D extruded in conformance with Section 9-34 1 at 120 mds thickness ' 8-22.3(6' Removal of Pavement Markings ' Section 8-22 3(6) is supplemented with the following �*****} � Pavement markmgs shall be removed by grmding or by some other means that wdl Not damage the underlying pavement � City o/ Bremerton Armin Jahr Elementary S�dewalks Pro�ect +a-63 Apn! 2012 ' 8-22.4 Measurement Section 8-22 4 is supplemented with the followmg �*****� Measurement for the removal of all pavement markings, both plastic and paint, as well as the removal of the raised pavement markers will be by lump sum 8-22.5 Payment Section 8-22 5 is supplemented with the following �*****� uRemove Pavement Markmgs", per lump sum ` The lump sum bid pnce m the Proposal wtll be compensation for the cost of ali labor, tools, equipment, and matenals necessary ar incidental to remove all pavementr markmgs and raised pavements markers as noted on the Plans or as necessary for the installation of the new pavement markings END OF DIVISION 8 r Ciry of Bremerfon Armin Jahr E/ementary Sidewalks Prr�1ect nr-64 Apni 2012 1 ' ' 9-03 , 9-03.8 1 ' ' ' , ' ' ll ' � � l-1 � 1' � MATERIALS AGGREGATES Aggregates for Ho# Mix Asphalt 9-03 8(7) HMA Toterances and Adjustments (March 90, 2010 APWA GSP) Delete Item 1 and replace it with the followmg 1 Job Mix Formula Tolerances After the JMF is determmed as required in 5-04 3(7)A, the constituents of the mixture at the time of acceptance shall conform to the followmg tolerances _ Aggregate, percent passi 1", 3/4", 1/2", and 3/8" sieves U S No 4 sieve U S No 8 sieve U S No 200 sieve Asphalt Binder Nonstatistical Evaluation t6% t6% t6% t2 0% tQ 5 Commercial Evaluation t8% t8% t8% t3 0% t0 7% These tolerance limits constitute the allowable limits as described in Section 1-06 2 The tolerance limit for aggregate shall not exceed the limits of the control points section, except the tolerance limits for sieves designated as 100% passing will be 99-1Q0 The tolerance limits on sieves shall oniy apply to sieves �nnth controi points 9-Q3.12(3} Gravel Backfill for Pipe Zone Bedding Delete the second to last sentence of Section 9-03 12(3) and replace with the followmg �******� 5 0 max for sanitary sewer and water main mstallation Add the following new section �******� 9-03.22 Mineral Aggregate for Topsoil 9-03.22(1 } Mineral Aggregate for Topsoil Type A New Section Mmeral Aggregate for Topsod Type A shall be free of wood, waste, coating, ar any other deleter�ous material All aggregate passmg the No 200 sieve size shall be non-plastic Mineral aggregate for Topsod Type A shail be analyzed by an accredited lab usmg #200, #40,1/4 inch, 3/4 inch and 1 inch sieves, and shail meet the following gradation City of Bremerton Armrn Jahr Elementary S�dewalks Pro�ect nr-65 Apnl 20t2 � � Sieve Size ; Percent Pa ssin�_ � 1 " , 100 __� �� 3/4" 70-100 � � 1 /4" 50-80 � No 40 W , 15- � � No 200 0-3 ; _ _ __ �_ _ � Efforts should be made to have the Mmeral Aggregate for Topsoil Type A meet the following gradation coefficients Coefficient of Urnformity (Cu = D60/D10) equal to or greater than 6, and Coefficient of Curve (Cc = D302/D60D10) greater than or equa1 to 1 and less than or equal to 3 9-14 9-14.1 EROSION CONTROL AND ROADSIDE PLANT[NG Soil Section 9-14 1 is supplemented with the following �******� All sod shall be protected from all sources of additional moisture at the supplier, m cavered conveyance, and at the pra�ect site until incorporated into the work Soil placement and compaction wili not be allowed when the ground is frozen or excessively wet, or when the weather is too wet as determined by the Engineer When the Contract specifies testmg ' by a Contractor-provided testmg (aboratory, the laboratory must be an STA, AASHTO, or ASTM, or other designated recognized standards orgarnzation accredited laboratory with certification maintained current The laboratory must be capable of performmg all tests to the designated recogrnzed standards specified, and will provide test results with an accompanying Manufacturer's Certificate of Compliance 9-14.2 Seed Supplement Section 9-14 2 with the following �****,.*� Seed mixture for all seeded areas (percent by weight) 0 50 percent low-grow turf-type Perennial Rye Blend Pinnacle • 50 percent Creep�ng Red Fescue Penniawn Seeding rate 5 pounds/1,000 square feet C�ty of Bremerton Armrn Jahr Elementary Srdewalks Pro�ect �n-66 Apnl 2012 ' � �� ' ' � � ' u 9-14.3 Fertilizer Section 9-14 3 is supplemented with the followmg �******� Fertilizer for lawn areas shall be slow release and orgarnc fertilizer approximately 4-3-3 Fertilizer shall be applied according to manufacturer's recommendations and soil tests 9-14.4 Mu1ch and Amendments 9-14.4(2) Flydraulically Applied Erosion Control Products (HECPS) Section 9-14 4(2) is supplemented with the following r ******� Wood fiber mulch shall be 1 QO percent woad fiber manufactured by the defibrating process, from fir, hemlock, or aider The mulch shall have a mirnmum of 60 percent of fibers 8 5 mm or longer and 75 percent of the total fiber exceedmg 3 5 mm in length Application rate shall be 50 pounds/1,000 square feet 9-14.4(3) Bark or Wood Chips Replace Section 9-14 4(3) with the following f ******� � Mulch for plantmg areas shall be medium ground fir/hemlock bark Chips shall be 1/2 to 2 mches with no more than 5 percent fines Medium fine bark is not acceptable ' 9-28 StGNING MATERIALS AND FABRICATION ' 9-28.8 Sheet Aluminum Signs Section 9-28 8 is supplemented with the following ' �.*****� All new signs shall be fabricated from sheet alummum conforming to ASTM B209 alloy 6061-T6 � 9-28.12 Reflective Sheeting t � e , Section 9-28 12 is supplemented with the follawing �******� - Reflective sheeting shall be glass bead or micro pnsmatic per standard WSDOT requirements for refiective sign sheetmg END OF DIVISION 9 C�ty of Bremerton Arm�n Jahr Elementary Srdewalks Pro�ect ur-67 Apn12012 1 � � � lI � ' ' � , (Apri12, 2092) Standard Plans The State of Washington Standard Plans for Road, Br�dge and Murncipal Construction M21-01 transm�tted under Publications Transmittal No PT 09-013, effective Apnl 2, 2012 is made a part of this contract The Standard Plans are revised as fotlows B-10 20 and B10 40 Substitute "step" in lieu af "handhold" on plan C-14a SECTION B, callout —1'/" PVC CONDUIT (TYP ) is revised to read 1'/" PVC CONDUIT (TYP ) callout (mark) 8 #9 � 36" (TYP ) is revised to read caliout (mark) 8 #8 � 36" (TYP ) EPDXY BAR EXPANSION JO(NT DETAIL, cailout (mark} W#9 (epoxy coated symbol) � 36" (TYP ) is revrsed to read callaut (mark) 8#8 (epoxy coated symbol) � 36" (TYP ) C-23 60 Note 4 For anchor post assembly detads, see Standard Plan C-1 b Use detail on this plan for wood breakaway post (No biock on this post) I s revised as follows ' Note 4 For anchor post assembly details, refer to standard plan C-1 b for Sim Installation, with the exception of using the wood breakaway post detail, this plan (No block on th�s post) Typical for both steel or wood guardrail runs ' , ' , , � LJ G-24 40 Existing callout - CORNER BOLT (TYP ) New callout - CORNER BOLT OR SHOULDER BOLT (TYP ) J-1f ' Note 2, reference to J-7d is revised to J-15 15 References to J-9a (3 instances) are revised to J-60 05 J-3b Sheet 2 of 2, Plan View of Service Cabmet, Boxed Note, "SEE STANDARD PLAN J-6C " is revised to read "SEE STANDARD PLAN J-1010 " Sheet 2 of 2, Plan View af Service Cabmet Notes, references to Std Plan J-9a are revised to J-60 Q5 (3 instances) J-7c Note 3, reference to J-7d is revised to J-15 15 J-16b Key Note 1, reference to J-16a is revised to J-40 36 ' Ciry of BremeKon SR303 Comdor — 11 th Street at Warren Avenue Intersechon lmprovements lll-69 2341896-103 (01/04) December 2011 Drws�on 9 1 J-16c Key Note 1, reference to J-16a is revised to J-40 36 J-2q 10 Sheet 2, 2-Way Mounting Angle Detad, Dimension 1 625" is revised to 1 8125" Dimension 2 375° is revised to 2 1875" J-75 40 Monotube Sign Structure, elevation, callout— EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC MINIMUM SIZE # 8 Is revised to read, EQUIPMENT GROUNDING CONDUCTC)R � SIZE PER NEC mirnmum size # 4 AWG Detad C, callout— EQUIPMENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINF�RCING BAR, SIZE PER NEC MIN SIZE # 8 Is revised to read, EQUIPMENT GROUNDING CONDUCTOR � CLAMP T4 STEEL REINFORCING BAR, SIZE PER NEC mirnmum size # 4 AWG J-75 45 elevation, callout — EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC MINfMUM SIZE # 8 Is revised to read EQUIPMENT GROUNDING CONDUCTOR � SIZE PER NEC minimum size # 4 AWG Detad D, caliout— EQUIPMENT GROUNDING CONDUCTOR � CLAMP TO STEEL REINFORCING BAR, SIZE PER NEC MIN SIZE # 8 Is revised to read EQUIPMENT GROUNDING CONDUCTOR w CLAMP TO STEEL REINFORCiNG BAR, SIZE PER NEC minimum s►ze # 4 AWG � K-80 30 — fn the NARROW BASE, END view, the reference to Std Plan C-8e is revised to Std Plan K-80 35 ' L-20 10. Sheet 1 Delete all references to tension cable and substitute tension wire Add knuckled selvage is required on the top edge of the fence fabr�c L-2Q 10. Sheet 2 Delete all references to tension cable and substitute tension wire All rope thimbles, wire rope cl�ps and seizing are not required L-30 10. Sheet 1 Delete all references to tension cable and substitute tension wire L-30 10. Sheet 2 ' ' ' �I C�ty of Bremerfon 2341896-103 (01/04) ' SR303 Comdor — 11 th Sheet at Wamen Avenue lll-70 December 2011 Intersectron lmprovements Diwsron 9 1 ' � ' ' � ' � ' C J ' ' � ' , � , e Delete ail references to tension cable and substitute tension wire All rope thimbles, wire rope clips and seizing are not required The following are the Standard Plan numbers applicable at the time this pro�ect was advertised The date shown with each plan number is the publication approval date shown in the lower right-hand corner of that plan Standard Pians show�ng different dates shall not be used m this contract A-10 10-00 A-10 20-00 A-10 30-00 A-20 10-00 A-30 10-00 A-30 15-00 A-30 30-01 B-5 20-01 B-5 40-01 B-5 60-01 8-10 20-QO 8-10 40-00 8-10 60-00 8-15 20-00 8-15 40-00 8-15 60-00 B-20 20-01 8-20 40-02 8-20 60-02 8-25 20-00 8-25 60-00 8-30 10-00 8-30 20-01 8-30 30-00 B-30 40-00 C-1 C-1 a C-1 b C-1 c C-1 d G2 C-2a C-2b C-2c C-2d C-2e C-2f C-2g C-2h 8/7J07 10/5/07 10/5/07 8J31/07 11 /8/07 11 /8/07 6/16/11 6/16111 6/16/11 6/16/11 6/1 /06 6/1 /06 6/8J06 6/1 t06 6i1 /06 6/1 /06 '{ 1 /21 /06 6/14/08 6/10/08 6/8/06 611 /06 6/8iQ6 11 /21 /06 6/1 /06 6/1 /06 6/'{ 6/11 10i14/09 6116/11 5130/97 10/31 /03 1 /6/00 6i21 /06 6/21 /06 6121 /06 6/21/06 6/21/06 3114/97 7/27/01 3/28/97 A-30 35-00 A-40 00-00 A-40 1 Q-02 A-40 15-00 A-40 20-00 A-40 50-01 A-50 10-00 B-30 50-00 8-30 70-02 B-30 80-00 B-30 90-01 8-35 20-00 B-35 40-00 B-40 20-00 B-40 40-01 B-45 20-00 8-45 40-00 B-50 20-00 B-55 20-00 B-60 20-00 8-60 40-00 B-65 20-00 B-65 40-00 8-70 20-00 8-70 60-00 C-5 C-6 C-6a C-6c C-6d C-6f C-7 C-7a C-8 C-8a C-8b C-8e C-8f C-10 ' C►ry of Bremerton SR303 Comdor— 11th Street at Warren Avenue lntersecbon Improvements nia� 10/12/07 8/11 /09 6/2/11 8111 /09 9/20/07 6/2/11 11 /17/08 6/01 /06 6/16/'{ 1 6/8/06 9/20/07 6/8/06 6/8i06 6/1 /06 6116/'{ 0 6/1 /06 6/1 /06 6/1 /06 6/1 /06 6/8/Q6 6/1 /06 6i1 /06 6/1 /Q6 6/1 /06 6/1 /06 6/16/11 5/30/97 10/14/09 1 J6/QO 5/30/97 7i25/97 6/16/11 6/16/11 2/10i09 7/25l97 6/27/11 2/21 /07 6/30/04 6/3/1 Q A-50 20-01 A-50 30-00 A-54 40-00 A-60 10-01 A-60 20-02 A-60 30-00 A-60 40-00 B-75 20-01 B-75 50-01 B-75 60-00 B-80 20-00 B-80 40-QO B-a2 Zo-ao B-85 10-01 B-85 20-00 B-85 30-00 6-85 40-00 B-85 50-01 6-90 10-OQ B-90 20-00 B-90 30-00 B-90 40-00 B-90 50-00 6-95 20-01 B-95 40-00 C-20 14-01 C-20 15-00 C-2Q 18-00 C-20 19-00 C-20 40-02 C-20 42-02 C-20 45 00 C-22 14-02 C-22 16-02 C-22 40-02 C-22 45 00 C-23 60-01 C-25 18-02 C-25 20-04 9/22/09 11 /17/08 11/17/08 10/14/09 6/2/11 11/8/07 8/31 /07 6J10/08 6110/08 6/8/06 618/06 6/1 /06 6/1/06 6/1 Q/08 6/1/Q6 6/1 /06 6/8/06 6/10/Q8 6/8/06 6/8/06 6/8/06 6/8/06 6/8/06 2/3/09 6/8/06 10/14/09 10/14/09 10/14/09 10/14/09 6/16/11 6/16/11 6/16/11 6/16/11 6/16/11 6/16/10 6/16/11 10/14/09 6/16/11 10/14149 234-1896-103(01/04) December 2011 D�v�s�on 9 ' C-2i G2� C-2k C-2n C-2o C-2p C-3 C-3a C-3b C-3c C-4b C-4e C-4f D-2 04-40 D-2 06-01 D-2 08-00 D-2 14-00 D-2 16-00 D-2 18-00 D-2 20-00 D-2 32-QO D-2 34-01 D-2 36-02 D-2 42-00 D-2 44-00 D-2 60-00 D-2 62-00 D-2 46-00 E-1 E-2 F-10 12-02 F-10 16-00 F-10 18-00 F-10 40-01 F-10 42-QO G-10 10-00 G-20 10-00 G-22 10-01 G-24 10-40 G-24 20-00 G-24 30-00 G-24 40-01 G-24 50-00 3/28/97 6112/98 7/27/01 7l27/01 7/13/01 10/31l03 6/27/11 10/4/05 6127/ 6/27111 6/8/06 2/20/03 6/16/11 11 /10/05 1 /6/09 11/10/05 11/10/05 11 /10/05 11 /10/05 11/10/05 11 /10/05 1 /6/09 1 /6/09 11 /10105 11 /10/05 11 /10/05 11 !10/05 11 /10/05 2/21 i07 5/29/98 6/16/11 12/20/06 6/27/11 7/3/08 1/23/Q7 9/20/07 9/20/07 7/3/08 11 /8/07 1118/07 11 /8/07 12/2/08 11 /8/07 C-13 C-13a C-13b C-13c C-14a C-14b C-14c C-14d C-14e C-15a C-15b C-16a C-16b D-2 48-00 D-2 64-Q 1 D-2 66-00 D-2 68-00 D-2 80-00 D-2 82-00 D-2 84-00 D-2 86-00 D-2 88-00 D-2 92-00 D-3 D-3 10-00 D-3 11-00 D-3 17-00 D-3 15-00 E-4 E-4a F-10 62-01 F-10 64-02 F-30 10-01 F-40 12-01 F-40 14-01 G-24 60-01 G-25 10-02 G-30 10-01 G-50 10-00 G-60 10-01 G-60 20-01 G-60 30-Q1 G-70 10-01 7/3/08 7/3/08 713/08 7/3/08 7/3/08 7/26/02 7/3/08 7/3/08 7/3/08 7/3/08 7/3/08 6/3/10 6/3/10 11 /10/05 1 /6/Q9 11/10/05 11/10/05 11 /10/05 11/10/05 11 /10/05 11 /10/05 11/10l05 11/10/05 6/2/11 6/16/10 6116/10 6116/11 6/16/11 8/27/03 8/27/03 9/05/07 7/3/08 6/3/10 6/3/10 6/3/10 6/16/11 6/27/11 6i16/11 11 /8/07 6/27/11 6/27/11 6/27/11 6/27/11 C-25 22-03 C-25 26-01 G25 8Q-01 C-28 40-01 C-40 14-01 C-40 16-01 C-40 18-01 C-85 14-00 C-$5 15-00 C-85 16-00 C-85-18-00 C-85 20-00 C-90 10-00 D-3 16-00 D-4 D-6 D-10 1 Q-01 D-10 15-01 D-10 20-00 D-10 25-00 D-10 30-00 D-10 35-00 D-10 40-01 D-10 45-01 D-15 10=01 D-15 20-02 D-15 30-01 F-40 15-01 F-40 16-01 F-45 10-00 F-80 1 Q-01 G-70 20-01 G-70 30-01 G-90 10-01 G-90 20-01 G-90 30-01 G-90 40-01 G-95 10-01 G-95 20-02 G-95 30-02 10/14/Q9 10/14/09 7I3/08 6I16/11 6i3/10 6/3/10 10/14/09 6/16/11 6/16111 6/16/11 6/16/11 6/16/11 7/3/08 6/16/11 12/11 /98 6/'f 9/98 12/2/08 12/2/08 7/8/08 7/8/08 7/8/08 7/8/08 12/2108 12/2108 'f 2/2/08 6/2111 12/02/08 6/3/10 6/3/10 6/3/10 6/3/10 6/27i11 6/27/11 5/11 /'{ 1 6/27/11 6/2/11 10/14/09 6/2/11 6/2/11 6/2J11 Crty of Bremerton 234-9896-�03 (01/04) SR303 Comdor— 11th Street at Warren Avenue !11-72 December 20f i lntersechon fmprovements D�vrsron 9 � , H-1010-00 H-10 15-00 H-30 10-00 ' , I-10 1 Q-01 I-30 10-01 I-30 15-00 I-30 20-00 I-30 30-00 ' ' ' ' � ' � �I � � , ' ' e J-1f J-3 J-3b J-3c J-3d J-7c J-10 J-10 10-01 J-12 J-15 15-00 J-16b J-16c J-20 10-00 J-20 15-00 J-20 16-00 J-20 20-00 J-20 26-00 J-21 10-02 J-21 15-00 J-21 16-QO J-21 17-00 K-10 20-Q1 K-10 40-00 K-2Q 20-01 K-20 40-00 K-20 60-00 K-22 20-Q1 K-24 20-00 K-24 40-01 K-24 60-00 K-24 80-01 K-26 20-00 L-10 10-Q 1 L-20 10-01 L-30 10-01 7/3/08 7/3/08 10/12/07 8I11 /09 8/11 /Q9 8/11 /09 9/20I07 9120J07 6123/00 8/1/97 3/4/05 6/24/02 11/5JQ3 6/19198 7/18/97 5/11/11 2/10/09 6/16/10 2/10/09 2/10/09 10/14/09 10i14/09 10/14/09 10/14/09 10/14/09 6/27/11 10/14/09 10/14/09 10/14/09 10/12/07 2/15/07 10/12/07 2/15/07 2/15107 10/12/07 2/15/07 10J12/07 2/15/07 10/12/07 2/15i07 6/16/11 6/16/11 6/16/11 H-32 10-00 H-60 10-01 H-60 20-01 1-30 40-00 I-30 50-OQ I-40 10-00 1-40 20-00 I-5Q 10-QO J-21 20-00 J-22 15-00 J-22 16-01 J-2& 1 Q-01 J-26 15-00 J-28 10-01 J-28 22-00 J-28 24-OQ J-28 26-01 J-28 30-02 J-28 40-01 J-28 42-00 J-28 45-01 J-28 50-02 J-28 60-01 J-28 70-01 J-29 10-00 J-29 15-00 J-29 16-00 J-40 10-02 J-40 20-00 K-26 40-01 K-30 20-00 K-30 40-01 K-32 20-00 K-32 40-00 K-32 60-00 K-32 80-OQ K-34 20-00 K-36 20-04 K-40 20-00 K-40 40-00 L-40 10-01 L-40 15-01 L-40 20-01 City of Bremerfon ' SR303 Comdor— 11th Streef at Werren Avenue lnfersecbon Improveme»ts !1i-73 9/20/07 7/3/08 7/3/08 10/12/Q7 11 /14i07 9/20107 9/20/07 9/20/07 10/14/09 14/14/09 6/3/10 6/27/11 6/16/10 5/11/11 $/07/07 8/07/07 12/02/08 6127J11 10l14/09 8/07/07 6/27/11 6/2/11 6/2/11 5/11111 6/27/11 6/27/11 6/27/11 5/11/11 5/11/11 10/12/07 2/15/07 10/12/07 2/15/07 2/15/07 2/15/07 2/15/07 2/15/07 2/15/07 2/15/07 2/15/07 6/'16/11 6/16/11 6/16/11 H-70 10-00 H-70 20-00 H-70 30-01 {-50 20-00 1-60 10-OQ 1-60 20-00 I-80 10-01 J-40 30-02 J-40 36-00 J-40 37-00 J-40 38-00 J-50 10-00 J-50 11-00 J-50 12-00 J-50 15-00 J-50 16-00 J-50 20-00 J-50 25-00 J-50 30-00 J-60 05-00 J-60 13-00 J-60 14-00 J-75 10-Q1 J-75 20-00 J-75 30-01 J-75 40-00 J-75 45-00 J-90 10-01 J-90 20-01 K-40 60-00 K-4Q 80-00 K-55 20-00 K-60 20-02 K-6Q 40-00 K-70 20-00 K-$0 10-00 K-80 20-OQ K-80 30-00 K-80 35-OQ K-80 37-00 L-74 10-01 L-74 2Q-01 9/5107 9/5/07 11/17/08 8/31 /07 8131 /Q7 8l31 /07 8/11 i09 5/11/11 6/3/10 613/10 6116/11 6/3i11 6/3/11 6!3/11 6/3/11 6/3/11 613/11 6/3/11 613/11 6/16/11 6/16/10 6/16/10 5/11/11 2/10/09 5/11/11 10/14/09 10/14/09 6/27/11 6/27/11 2/15/07 2/15/07 2/15/07 7/3/08 2/15/07 2/15i07 2/21 /07 12/20/06 2/21 /07 2/21 /07 2/21 /07 5/21 /0$ 5/21 /08 234-J896-103 (Qt/04) December 2011 D�wsron 9 n I I u M-1 20-02 M-1 40-02 M-1 60-02 M-1 80-03 M-2 20-02 M-3 10-03 M-3 20-02 M-3 30-03 M-3 40-03 M-3 50-02 M-5 10-02 M-7 50-01 M-9 50-01 613/11 6J3/11 6/3/11 6/3/11 6/3/11 6/3/11 6/3/11 6/3/11 6/3/11 6/3/11 6/3i11 1 /30/07 1 /30/07 M-9.60-00 M-1 '{ 10-01 M-15 10-01 M-17 10-02 M-20 10-02 M-20 20-01 M-20 30-02 M-20 40-02 M-20 50-02 M-24 20-01 M-24 40-01 M-24 50-00 M-24 60-03 2/10/09 1 /30107 2/6/07 7/3/08 6/3/11 1 /30/07 10/14/09 613/11 6/3I11 5/31 !06 5/31 /06 6/16/11 5/11/11 END OF STANDARD PLANS M-40 10-02 M-40 20-00 M-40 30-00 M-40 40-00 M-40 50-00 M-40 60-00 M-60 10-01 M-6Q 20-02 M-65 10-02 M-80 10-Q 1 M-80 20-�0 M-80 30-00 5/11/11 10/12/07 9/20/07 9/20/07 9/20/07 9/20/07 6/3/11 6/27/11 5I11/11 , 6/3/11 6/10/08 6/10108 Clty of 8remerton 234-?896-103 (01/04) SR303 Comdor— 71th Street at Warren Avenue Ill-74 December 2011 Intersectron lmprovements D�vrsron 9 ' , � CJ ' i� ' � ' ' ' ' � ' ' ' e ' Ctry of Bremerton Armrn Jahr Elementary Srdewalks Pro/ect ��'�� ' � . _' Apni2012 Proposal Form ' Page 1 of 15 � , State of Washington Department of Labor & industries ' Prevailing Wage Section - Tetephone 360-902-5335 PO Box 4454Q, Olympia, WA 98504-4540 ' Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourty wa�e rate and the hourly rate of frin�e benefits. On publtc works pro�ects, worker's wa�e and benef�t rates must add to not less than th�s total. ' A bnef description of overt�me calculation requ�rements are provided on the Benefit Code Key. 1 K�tsap K�tsap K�tsap �tsap �tsap K�tsap Journey Level Prevailing Wage Rates for the Effective Date 06/12/2012 �tsap Caraenters �Kitsap Carpenters �tsap Carpenters , rtsap Carpenters `K�tsap Caroenters itsap Carpenters �K�tsap Cement Ma :K�tsap � Dredge Workers Journey Levet Journey Level Bnck And Btock F�msher Journey Level Pomter-Caulker-Cteaner Jamtor Shampooer Wmdow Cleaner Journey Level Acoustuat Worker Bndge, Dock And Wharf Ca Creosoted Matenat Floor F�msher Ftoor Layer Floor Sander Shmgler Stationary Power Saw Operator Stationary Woodwork�ng Tools Journey Level D�ver Drver On Standby D�ver Tender Surf'ace Rcv ft Rov Operator Surface Rcv £t Rov Operator Tender Assistant Enst�neer deckhand) �ttps //fortress wa gov/ln�lwagelookup/prvWagelookup aspx �� Ea .r��_ � �_� _ �w �_-� Wa e Holiday Overtime Note $40.03 5D 1 Fi � $30.34 1 � ; $41.41 5A 1 M � $48 27 5A 1 M ` $48 27 5A 1 M � $9 04 1 � $9 04 1 � $9.04 1 $13.Z2 1 � $23.72 1 � $48 63 SD 1M { 548 47 5A 1 M $48 47 5D 1M $4$ 57 SD 1M ; $48 60 5D 1 M $48 60 5D 1 M $48 60 5D 1 M f $48.60 �D 1 M ' $48 60 �D Z $48.60 �D_ 1 M $48 60 5D 1M ' $4915 � �,M_ ,_ ........_.._ ......._ $100 28 5D 1M 8A $56.68 5D 1 M $52.23 �D 1M $52.23 5D 1M $48 67 5A 1B $49.57 5D 1T 8L $49.06 5D 1T 8�. 5/14l2012 � Krtsap Dredge Workers Engineer Wetder $49 62 � K�tsap Dredee Warkers Leverman, Hydrautu $51.19 � KitSap Dredge Workers Maintenance $49 06 � K�tsap Dredge Workers Mates And Boatmen 549 57 �K�tsap Dredge Workers Oiler $49 19 ; K�tsap Drvwall Appbcator Journey l.evet $48 47 � K�tsap Drvwatl Tapers Journey Level $48.79 � K�tsap Electrical F�xture Ma�ntenance Journey Level $31 74 � Workers , K�tsap Electnc�ans - Ins�de Journey Level $51 26 =K�tsap Electnaans - Motor Shop Craftsman $15.37 3 Kitsap Electru�ans - Motor Shop Journey Level $14 64 � K�tsap Electriaans - Powerlme Construct�on Cable Splicer $64 95 � K�tsap Electncians - Powerline Construchon Cert�fied Lme Wetder $59 37 fi K�tsap Electr�c�ans - Powertine Construction Groundperson S42.16 �Krtsap Etectric�ans - Powerhne Construct�on Head Groundperson $44 50 �K�tsap Etectnc�ans - Powertme Construction Heavy Lme Equipment Operator $59.37 � Kitsap Etectnc�ans - Powerl�ne Construct�on Jackhammer Operator $44 50 �K�tsap Electnc�ans - Powerlme Canstruction Journey Level Lineperson $59.37 =K�tsap Etectntians - Powerl�ne Construct�on Lme Equ�pment Operator $49.95 �K�tsap Etectnc�ans - Powertine Construct�an Pote Sprayer $59 37 � K�tsap Electnc�ans - Powerhne Construction Powderperson $44.50 � K�tsap Electromc Techmaans Journey Level $44.78 � K�tsap Elevator Constructors Mechamc $75 24 � K�tsap Etevator Constructors Mecharnc in Charge S82 00 � K�tsap Fabricated Precast Concrete Journey Level - In-factory Work Only $13 50 � Products ;Kitsap Fence Erectors Fence Erector $13.80 �K�tsap Fence Ere�tors Fence Laborer $11.60 ; Kitsap Fla�gers Journey Level $33.93 � Kitsap Gtaz�ers Joumey Level $50 91 � K�tsap Heat £r Frast Insulators And Asbestos Journeyman $55 68 Warkers � K�tsap Heat�ng Equioment Mechamcs Jaurney Level $67 82 � K�tsap Hod Carr�ers �t Mason Tenders Journey Level $41.28 �K�tsap Industnal Engine And Mach�ne Journey Levet S15.65 � Ki � K� � K� � ; K� � ►c, K�tsap Journey Level Boat Operator Deckhand Deckhand Eng�neer Launch Operator Cteaner Operator, Foamer Operator $9 24 $51.95 $48.62 $48 b2 $49.60 $50 80 $50 80 $9 73 5D � � � � � 5A 5A 5A 5A � 5A 5A 7E 7A 7L 5J � 1T 1T 1T 1M 1E 1 1 1 4A 4A 4A 4A 4A 4A 4A 4A 1D 1 1 1 2Y 1Y 15 � 2Y 1 1K 1 Page2of15 � SL � ' gl. € 8L E I 8L �' � �' � �' ' � ' � � ; � https //fortress wa gov/ln�/wagelookup/prvWagelookup aspx 5/14/2012' ' Sewer £t Water Systems By Remote Control Krtsap Inst�ection/Cteamn�/Seatmg Of Grout Truck Operator Sewer Et Water Svstems By Remote Controt K�tsap InSDect�onlCteamnglSeal�nQ Of Head Operator Sewer £t Water Svstems Bv Remote K�tsap $11 48 $12 78 Tv Truck Operator � $24.17 1 1 1 Page 3 of 1 S ■ K�tsap i Krtsap Kitsap K�tsap ; K�tsap Kitsap , Kitsap Laborers Labarers �� Ki ; K�tsap Laborers Laborers � " K►tsa p Laborers Kitsap Labprers Kitsap LaborerS `Kitsap laborers 'Kitsap Laborers ; K�tsap Laborers Kitsap Laborers , K�tsap Laborers Journey Levet $48 47 � Journeyman $58 27 7S! A�r, Gas Or Electru V�brating Screed $40 03 7A A�rtrac Dr�lt Operatar $41 28 7A Battast Regular Mach�ne $40 03 7A Batch We�ghman $33.93 7A Bnck Pavers $40 03 7A Brush Cutter $40 03 7A Brush Hog Feeder $40.03 7A Burner $40 03 7A Ca�sson Worker $41.28 7A CarpenterTender $40 03 7A Caulker $40 03 7A Cement Dumper-pavmg $40 77 7A Cement Fimsher Tender �$40 03 7A Change House Or Dry Shack $40 03 7A Ch�pping Gun (under 30 Lbs.) $40 03 7A Ch�pp�ng Gun(30 Lbs And Over) $40.77 7A Choker Setter $40 03 7A Chuck Tender $40.03 7A Ctary Power Spreader $40 77 7A Clean-up �aborer $40.03 7A Concrete Qumper/chute Operator $40.77 7A Concrete Form Stnpper $40 03 7A Concrete Ptacement Crew $40 77 7A Concrete Saw Operator/core Dr�tter $40.77 7A CrusherFeeder $33 93 7A Curing Laborer $40.03 7A Demol�t�on• Wreck�ng £r Movmg $40 03 7A (incl Charred Matenal} D�tch Digger $40 03 7A D�ver $4128 7A Dntt Operator (hydraubc,d�amond) $40.77 7A Dry Stack Walls $40 03 7A Dump Person $40.03 7A �ttps /lfortress wa gov/lni/wagelookup/prvWagelookup aspx 1M 10 � 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y �.Y " 2Y 2Y �Y 2Y 2Y 2Y 2Y 1Y 2Y � 2Y � � � ' � � 5/14/2012 K�tsap � K�tsap � K�tsap � Kitsap � K�tsap � K�tsap � K�tsap Labarers � K�tsap Laborers ; Krtsap Laborers E K�tsap Laborers K�tsap Laborers � � K�tsap Laborers � K�tsap Laborers � K�tsap Laborers <K�tsap Laborers � K�tsap labo�ers � Krtsap Laborers � K�tsap Laborers K�tsap Kitsap Kitsap Kttsap � K�tsap € � I(itcan � Laborers Laborers Laborers Laborers Laborers Laborers Laborers Laborers Laborers Epoxy Techrnc�an Eros�on Control Worker Faller 8 Bucker Chain Saw Fine Graders F�rewatch Form Setter Gabian Basket Buitders General Laborer Grade Checker �t Trans�t Person Gnnders Graut Machme Tender Groutmen (pressure)includ�ng Post Tens�on Beams Guardra�l Erector Hazardous Waste Worker {tevel A) Hazardous Waste Worker (level B) Hazardous Waste Worker (level C) H�gh Scaler Jackhammer Laserbeam Operator Mamtenance Person Manhote Bu�lder-mudman Mater�at Yard Person Motorman-d�nky Locornotrve Nouleman {concrete Pump, Green Cutter When Us�ng Combmation Of High Pressure A�r �t Water On Concrete & Rock, Sandblast, Gurnte, Shotcrete, Water Bta Pavement Breaker Pilot Car Pipe Layer lead Pipe Layer/tailor P�pe Pot Tender P�pe Rel�ner PotTender Powderrnan Powderman's Helper Power Jacks Ra�troad Spike Puller - Power Raker - Asphatt Re-t�mberman Remote Equ�pment Operator R��$er/s��nal Person https //fortress wa gov/lni/wagelookup/prvWagelookup.aspx $40 03 $40.03 $40.77 $40.03 $33.93 $40 03 $40.03 $40.03 $41 28 $40.03 $40 03 $40 77 540.03 $41 28 $40 77 $40 03 $41 28 $40 77 54a ri $40 03 $40.77 $40 Q3 $40.77 $40.77 $40.77 $33 93 $41 28 $40 77 $40 77 $40.77 $40 77 $40 03 $41 28 $40 03 $40.77 $40.77 $41 28 $41 28 $40.77 $40.T1 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A �a 7A 7A 2Y 2Y 2Y 2Y 2Y 2Y �Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y � 2Y � � 2Y 2Y 2Y 2Y 2Y � � � � _ � � � � � � � � � � � � 1 � � � � � � � — � � � � � � � � � � � � � � � � � � � � � � , Kitsap � � � �tsap l.aborers = K�tsap Laborers , itsap Laborers �Kitsap Laborers � K�tsap �tsap �tsap � �tsap �tsap E K�tsap itsap �tsap = K�tsap �(itsap Laborers � � rtsap Laborers `K�tsap Laborers K�tsap Laborers - Undereround S�wer & Water Laborers - Under�round Sewer 8 R�p Rap Person $40 03 Rrvet Buster $40 77 Rodder $40 77 Scaffold Erector $40 03 Scale Person 540 03 Stoper (aver 20") S40 77 SloperSprayer $40.03 Spreader(concrete) $40•77 Stake Hopper $44 03 Stock Piter $44 03 Tamper Et S�milar Etectru, A�r £� Gas $40 77 Operated Toots Tamper (multipte �t Self-propel[ed) $40 77 Timber Person - Sewer {lagger, $40.77 Shorer Et Cnbber) Toolroam Person (at Jobs�te) $40 03 Topper $40 03 Track Laborer $40 03 Track tmer (power) $40 77 Truck Spotter S40.03 Tugger Operator $40 77 Tunnet Work-Compressed A�r Worker $52 08 0-30 ps� Tunnel Work-Compressed A�r Worker $57.08 30 01-44.00 ps� ` Tunnel Work-Compressed A�r Worker $60.76 44 01-54.00 ps� Tunnel Work-Compressed A�r Worker $66.46 54 01-6Q 00 ps� Tunnel Work-Compressed Air Worker �68 58', 60 01-64.00 psi Tunnel Work-Compressed A�r Worker $73.68 64 01-68.00 ps� Tunnel Work-Compressed Air Worker 575 58 68 01-70.00 ps� Tunnel Work-Guage and L.ock Tender $41 38 Tunnet Work-Mmer $41 38 Y�brator $40.77 V�nyt Seamer $40.03 Watchrnan $30 84 Wetder 540 77 Welt Pomt Laborer $40 77 Wmdow Washer/cleaner $30.84 ',Generat Laborer � Topman $40 03 i IP�pe layer $40 77 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y 2Y Page S of 15 . � � . � r � � � , � , �. � � � � � �ttps //fortress wa govlln�wagelookupJprvWagelookup aspx 5/14/2012 K�tsap Kitsap K�tsap Kitsap Marbte Setters K�tsap Metal Fabncat�on fln Shoa) K�tsao Metal Fabncat�on (In Shoo) =K�tsap Millwneht . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , Kitsap Modutar Bu�ldings � K�tsap Modutar Bu�ldmqs �K�tsap Modutar Build�nQs � K�tsap Modular Bu�td�nQs ;K�tsap Modutar Bu�ldinQs � Kitsap Modutar Bu�ld�n�s � K�tsap Painters �Krtsap P�te Dnv 3 K�tsap Ptastere � K�tsap Plav�rou �__�_��-- � Krtsap � K�tsap �Krtsap �Krtsap r Krtsap Kitsap ; Krtsap K�tsap � Power Equ�pment Operators K�tsap K�tsap � K�tsap Po�qu�oment Doerators � � K�tsap Power Eau�ament Operators � � �K�tsap Power EQU�pment O�erators s Irngation Or Lawn Spnnkler InStatlers Landscape Equipment Operators Or Truck Dr�vers Landscap�ng Or Plant�ng Laborers JOURNEY LEVEL Journev Level Fitter Laborer Mach�ne Operator Level Electnc�an Equipment Ma�ntenance Ptumber Production Worker Tool Mamtenance Util�ty Person Welder Journey Level Journey Level Journey Level Journey Levet � Journey Levet __ Asphalt Ptant Operators Ass�stant Engineer Barner Mach�ne (z�pper) Batch Plant �perator, Concrete Bobcat Brokk - Remote Demol�t�on Brooms Bump Cutter Compressor Concrete Purnp Truck Mount W�th Boom Attachment Over 42 M Concrete F�rnsh Machine -taser Concrete Pump - Mounted Or Traiter H�gh Pressure Line Pump, Pump H�gh Pressure Concrete Pump• Truck Mount Wtth https I/fortress wa gov/1n�lwagelookup/prvWagelookup aspx $9 25 $10 05 $12 92 S21 00 $48 27 $26.96 $9•04 $13 83 $13.83 $44.89 $11.56 $11.56 $11 56 $11 56 $9.40 $11 56 $11 56 $11 56 $35 72 $48.67 $46 88 $9 04 $61.57 $50 39 $47 12 $49 90 $49.90 $47.12 $47.12 $47 12 $49.90 $50.39 $49.90 $47 12 $50 39 $47.12 $49 48 $49 SA 6Z 5A � 7A 7A 7A 7A 7A 7A 7A 7A 7Q 7A 7A 7A 7A � � � � � � Q 1 i 1 1 1 � 1M 1R 1 1G 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T Page 6 of 15 ' �� , ,� � ,' � ' ' � �' � £' � � ' � � SP =I 8P ' 8P £' 8P � ' $P ` � 8 P �I 8P ' 8P $� ' 8P 8P ,' 8P 8P I E � gp '' 5/14/2012, ' K�tsap � K�tsap ' £ K�tsap ' � � K�tsap �Power Eauipment Oqerators K�tsap �Power Eau�pment Operators Power EQUiqment Oqerators ��tsap IPower Equ�ament Operators tsap �Power Equ�pment Operators ; Krtsap �►4tsap � p rower tauipment �aeraLOrs p Power Eau�ament Operators p Power EQU�ament OQerators Kitsap K�tsap Kitsap Kitsap Boom Attachment Up To 42m Conveyors $49.48 7A Cranes� 20 Tons Through 44 Tons $49 90 7A W�th Attachments Overhead, Br�dge Type Crane 2Q Tons Through 44 Tons Cranes 100 Tons Through 199 Tons, $50 94 7A ar 150' of boom (�ncluding ��b v�nth attachments); Overhead, bndge type, 100 tons and over; Tower crane up to 175' m he�ght, base to boom Cranes 200 Tons To 300 Tons, Or $51 51 7A 250' �f Boom (�ncluding J�b W�th Attachments) Cranes 45 Tons Through 99 Tons, $50 39 7A Under 150' Of Boom (�ncludmg J�b With Attachments) Cranes A-frame - 10 Tons And Under $47 12 7A Cranes Fnct�on 100 Tons Through 551 51 7A 199 Tons Cranes Frut�on Over 200 Tons $52 07 7A Cranes• Over 300 Tons Or 300' Of $52 07 7A Boom (mctudmg Jib W�th Attachments) Cranes Through 19 Tons W�th $49 48 7A Attachments A-frame Over 10 Tons Crusher $49.90 7A Deck Engmeer/deck W�nches $49 90 7A {power) Derricks, On Bu�lding Work $50 39 7A Qozer Quad 9, HD 41, D10 and Over $50 39 7A Dozers D-9 &� Under $49 48 7A Dnll O�lers• Auger Type, Truck 4r $49 48 7A Crane Mount Dnlhn$ Mach�ne $49 90 7A Elevator And Man-lift Permanent $47 12 7A And Shaft Type F�rnsh�ng Mach�ne, Bidwell And $49.90 7A Gamaco £t S�mitar Equ�pment 'Forklift 3000 Lbs And Over W�th 549 48 7A 'Attachments Forkl�fts Under 3000 �bs W�th $47.12 7A Attachments Grade Engmeer. Usmg Blue Pnnts, $49 90 7A Cut Sheets, Etc Gradechecker/stakeman $4712 7A Guardra�l Punch/Auger $49.90 7A Hard Tait End Dump Art�culating Off- $50 39 7A Road Equ�pment 45 Yards. tt Over Page 7 of 15 1T 8P 1T 8P F 1T $P ; � 1T 8P 1T 8P 1T 1T 1T 1T 1T 1T 1T 8P 8P $�' 8P = � , 8P , m � 8P 8P ¥ 1T 1T 1T 1T 1T 1T 1T 1T 1T 8P 8P � � 8P 8P � � 8P 8P 8P 8P 8P ; 8P gp a �ttps /Ifortress wa gov/ln�/wagelookup/prvWagelookup aspx 5I14/2012 � K�tsap Power Eou�pment Operators � , K�tsap Power Equiamenk Operators ° Kitsap Pawer EauiQment Operators � K�tsap Power Eau�oment Operators � �Kitsap Power Eau�pment Operators � K�tsap Power Eau�ament Ooerators �K�tsap Power Equ�pment Operators � K�tsap Power Equ�pment Onerators Power Eau�Qment Operators K�tsap Power Equipment Operators Kitsap Power Equipment Operators �Kitsap Pawer Eau�pment Operators K�tsap � Power Equ�pment Oqerators � K�tsap Kitsap � K�tsap � � K�tsa ; K�tsa Kitsa � Kitsap Power Eau�pment Operators ° K�tsap Power Eau�pment Operators � Krtsap Power Equ�pment Operators E K�tsap Power Eau�ament Ooerators � K�tsap Power Eau�ament Operators ?K�tsap Power Eauipment OQerators ; Kitsap Power Equ�pment O�erators �Krtsap Power Equipment Operators � K�tsap I Power Equ��ment Operators Hard Ta�l End Dump Artuulating Off- $49 90 road Equ�pment Under 45 Yards Honzontal/d�rectional Dnll Locator $49.48 Honzontal/d�rect�onat Drill Operator $49.90 Hydral�fts/boom Trucks Over 10 $49.48 Tons Hydratifts/boom Trucks, 10 Tons And $47.12 Under� Loader, Overhead 8 Yards ft Over $50.94 Loader, Overhead, 6 Yards. But Not $50 39 indud�ng 8 Yards Loaders, Overhead Under 6 Yards $49.90 Loaders, Plant Feed $49 90 Loaders. Elevating Type Belt $49 48 Locomotives, All $49 90 Mater�al Transfer Devue $49.90 Mechamcs, All (leadmen -$0 50 Per $50 94 Hou� Over Mechamc) M�xers. Asphalt Ptant $49.90 Motor Patrol Grader - Non-f�rnshmg $49 48 Motor Patrol Graders, Fimsh�ng $50.39 Muck�ng Machme, Mole, Tunnel Dnll, $50 39 Boring, Road Header And/or Sh�etd O�t D�stnbutors, Blower D�stnbut�on $47 12 �t Mulch Seed�ng Operator Outs�de Ho�sts (elevators And 549 48 Manlifts), Air Tuggers,strato Overhead, Bndge Type. 45 Tons $50 39 Through 99 Tons Pavement Breaker $47.12 P�te Dr�ve� (other Than Crane Mount) $49 90 Plant Oiler - Asphalt, Crusher $49 48 Posthote D�gger, Mecharncal $47 12 Power Plant $47.12 Fumps - Water 547.'f 2 Quuk Tower - No Cab, Under 100 $47 12 Feet In He�ght Based To Boom Remote Control Operator On Rubber $50 39 T�red Earth Mov�ng Equ�pment R�gger And Bellman $47 12 Rollagon $5d.39 Rolter, Other Than Plant M�x 547.12 Rolter, Plant Mix Or Mutt�-l�ft $49.48 Matenats Roto-m�ll, Roto-gnnder $49.90 Saws - Concrete $49.48 Scraper, Self Propelted Under 45 $49 90 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T L 1T 1T 1T 1T 1T 1T 1T aI 1T 1T 1T 1T 1T 1T Page 8 of 15 ' 8P � g ' 8P , $P £ SP I $p � 8P , $? f 8 P �' 8P 8P ' I � 8P € ,� 8P t 8P � $P E 8P I 8P � 8P `' � 8 P ' 8P 8P 8P £' $p � $F ' 8P 8P ' 8P ; $P ' 8P 8P 8P ;' 8P 8P ,� https //fortress wa gov/ImlwagelookupJprvWagelookup aspx 5/14/2012� ' � Kitsap ; Krtsap �K�tsap � Kitsap Power Eau�ament Operators K�tsap Power EquiQment Operators � �K�tsap Power Eau��ment Operators K�tsap tc�csap Kitsap �K�tsap , Krtsap itsap �tsap ; K�tsap �tsap K�tsap !K�tsap K�tsap �tsap Power Eau�ament Operators- Underuround Sewer b� Water Power Equ�ament Operators- Underground Sewer & Water Power Eauipment O�erators- Underground Sewer £t Water Powe� Equ�pment OQeratars- Undergraund Sewer £t Water Power Ectuipment Operators- Yards Scrapers - Concrete £t Carry All S49.48 Scrapers, Self-propelled• 45 Yards $50 39 And Over Service Engmeers - Equipment $49.48 Shotcrete/gumte Equ�pment $47.12 Shovet , Excavator, Backhoe, $49 48 Tractors Under 15 Metnc Tons Shovel, Excavator, Backhoe• Over 30 $50 39 Metnc Tons To 50 Metr�c Tons Shovel, Excavator, Backhoes, $49 90 Tractors 15 To 30 Metr�c Tons Shovet, Excavator, Backhoes. Over $50.94 50 Metru Tons To 90 Metnc Tons Shovet, Excavator, Backhoes Over $51 51 90 Metrtc Tons St�pform Pavers $50 39 Spreader, Tops�der &t Screedman $50 39 Subgrader Tnmmer $49 90 Tawer Bucket Elevators $49 48 Tower Crane Over 175'm He�ght, $51.51 Base To Boom Tower Crane Up To 175' In Height $50 94 Base To Boom Transporters, All Track Or Truck S50.39 Type Trenching Mach�nes $49 48 Truck Crane Oiler/driver - 100 Tons $49.90 And Over Truck Crane Oiler/dr�ver Under 100 $49.48 Tons Truck Mount Portable Conveyor S49.90 Welder $50 39 Wheel Tractors, Farmall Type $47 12 Yo Yo Pay Dozer $49.90 Aspha[t Plant Operators $50 39 Assistant Engmeer $47.12 Barner Mach�ne (z�pper) $49 90 Batch Plant Operator, Concrete $49 90 Bobcat $47.12 Brokk - Remote Demotition $47 12 Equ�pment Brooms $47.12 �ttps //fortress wa.gov/1n�wagelookup/prvWagelookup aspx 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T Page 9 of 1 S � � � 8P 8P 8P 8P 8P , 8P 8P 8P 8P 8P 8P ` 8P , gp = SP ' 8P € 8P 8P 8P � � 8P £ 8P 8P 5/14/2012 Under�round Sewer &t Water = K�tsap Power Eau�oment Oaerators- Undergro nd Sewer Et Water � Kitsap Power Epuipment Operators- ; UnderQround Sewer £c Water � K�tsap Powe� Equ�pment Operators- � Under�round Sewer £r Water � K�tsap Power Eau�nment Oaerators- � Undereround Sewer &t Water = K�tsap Power Equ�pment Oper�tors- ' Undersround Sewer �t Water � K�tsap Power Equ�ament Operators- Kitsap Power Eau�pment Operators- Underaraund Sewer & Water £ �K�tsap Power Eauiament Operators- � Undereround Sewer Et Water � K�tsap Power EQU�pment Operators- � Underground Sewer Ec Water � Krtsap Power Eaui�ment Operators- 3 Under�round Sewer �t Water K�tsap Power Equ�pment Ooerators- Underground Sewer 8 Water � � K�tsap Power Eau�pment Operators- � Under��ound Sewer Ft Water � `K�tsap Power Eauipment Operators- Under�round Sewer £t Water , K�tsap Power Equ�ament Operators- � Underground Sewer ft Water � K�tsap Power Equ�pment O�erators- � Under�round Sewer 8 Water � Kitsap Power Equ�pment Oqerators- � Under�raund Sewer £� Water , � Kitsap Power Eauroment Operators- Underground Sewer Ec Water � Kitsap Power Eauiament Operators- � Underground Sewer 8 Water � K�tsap Power Equ�pment Operators- ; Underg,round Sewer £t Water ; K�tsap Power Eau�pment Oaerator5- K�tsap � � Kitsap Bump Cutter $49 90 Cableways $50 39 Chipper $49.90 Compressor $47.12 Concrete Pump Truck Mount W�th $50.39 Boom Attachment Over 42 M Concrete Fimsh Mach�ne -taser $47.12 Screed Concrete Pump - Mounted Or Tra�ler $49.48 H�gh Pressure Line Pump, Pump H�gh Pressure Concrete Pump Truck Mount W�th $49 90 Boom Attachment Up Ta 42m Conveyors $49 48 Cranes 20 Tons Through 44 Tons $49.90 W�th Attachments Overhead, Bndge Type Crane. 2d Tons Through 44 Tons Cranes: 200 Tons To 300 Tons, Or $51 51 250' Of Boom (�nclud�ng Jib With Attachments) C�anes: 45 Tons Through 99 Tons, $50 39 Under 150' Of Boom (�nclud�ng J�b W�th Attachments) Cranes A-frame - 10 Tons And Under $47.12 Cranes. Friction 100 Tons Through $51.51 199 Tons Cranes Frut�on Over 200 Tons $52 07 Cranes Over 300 Tons Or 300' Of $52.07 Boom (includ�ng Jtb W�th Attachments) Cranes Through 19 Tons W�th $49.48 Attachments A-frame Over 10 Tons � Crusher $49.90 Deck Eng�neer/deck W�nches $49 90 (powery Derr�cks, On Buitd�ng Work $50 34 Dozer Quad 9, HD 41, D10 and Over $50.39 Dozers D-9 Ft Under $49 48 7A 7A 7A 7A 7A 7A 7A Page 10 of 15 ' 8P ' 8P , 8P 8P ' 8P ` 8P � 8P E ' � 8P � � 8P � � 3� $P � ' $P ' 8P 8P ' $_. ' gp = �, 8P , ,, 8P ` $P ' 8P � ,' � $P ,. 1T 1T 1T 1T 1T 1T 1T 7A 1T 7A 1T 7A 1T 7A 1T �a 7A 7A 7A 7A 1T 1T 1T 1T 1T 7A 7A 7A 7A 7A 7A 1T 1T 1T 1T 1T 1T https.//fortress wa gov/ln�wagelookup/prvWagelookup aspx 5/14/2012' ' ; K�tsap � K�tsap � K�tsap � �K� ° K�tsap Kitsap , K� K�tsap � � � Power E4ulpment OperatOrs- `Krtsap Power Eauipment Operatars- Under�round Sewer & Water � Krtsap Power EQU�pment Operators- � Under�round Sewer &� Water K�tsap Power Eau�ament Operators- � � K�tsap Power Eaui�ment Operators- Under�round Sewer & Water K�tsap Power Equ�pment Operators- Under�round Sewer £t Water K�tsap PQwer Eauipment Ooerators- K�tsap �■ Dntl O�lers. Au�er Type, Truck Or $49 48 Crane Mount Dnlhng Machme $49 90 Elevator And Man-lift• Permanent $47.12 And Shaft Type Firnsh�ng Machme, Bidwetl And $49.90 Gamaco 8 S�mitar Equipment Forkl�ft 3000 Lbs And Over W�th $49 48 Attachments Forktifts Under 3000 Lbs With $47 12 Attachments Grade Eng�neer• Usmg Btue Prmts, $49 90 Cut Sheets, Etc Gradechecker/stakeman $47 12 Guardrail Punch/Auger $49 90 Hard Tail End Dump Artuutating Off- $50 39 Road Equipment 45 Yards ft Over Hard Tail End Qump Art�cutat�ng Off- $49 90 �oad Equ�pment Under 45 Yards Ho�izontal/duect�onal Dntl Locator $49 48 Hor�zo�tal/direct�onal Dnll Operator $49 90 Hyd�alifts/boom Trucks Over 10 $49 48 Tons Hydrat�fts/boom Trucks, 10 Tons And $47 12 � Under Loader, Overhead 8 Yards �t Over $50.94 �oader, Overhead, 6 Yards. But Not $50 39 Including 8 Yards Loaders, Overhead Under 6 Yards $49.90 Loaders, Plant Feed $49 90 Loaders. Etevatmg Type Belt $49.48 Locomot�ves, Alt $49 90 Matenal Transfer Dev�ce $49 90 Mechamcs, Alt (teadmen -$0 5d Per $50 94 Hour Over Mecharnc) M�xers Asphalt Plant $49 90 Motor Patrol Grader - Non-fimshmg $49.48 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A Page I 1 of 15 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 8P 8P � � 8P � 8P 8P 8P f � 8P ' 8P ` 8P 8P 8P 8P ' � 8P 8P , 8P ` 8P 8P 8P = 8P t 8P = 8P 8P 8P $P $P � � � �ttps //fortress wa gov/ln�lwagelookup/prvWagelookup aspx 5/14/2012 K�tsap � K�tsap � K�tsap � � Krtsap � K�tsap � K�tsap � K�tsap 3 K�tsap � K�tsap � Kitsap i K�tsap ; K�tsap � � K�tsap , K�tsap Power Equ�pment Operators- Undereround Sewer &t Water Power EQU�pment Operators- Power Eauipment Operators- Under�round Sewer St Water Power Eau�pment ORerators- Underqround Sewer &� Water Power Equipment Operators- � Krtsap Power Eau�pment Operators- � Underg�ound Sewer £t Water � K�tsap Power Equioment Operators- � Underqround Sewer 5� Water � K�tsap Power Eau�pment OQerators- Kitsap � � Krtsap K�tsap f K�tsap � K�tsap ; e K�tsap � Krtsap � � K�tsap � Power Eou�pment Onerators- Underground Sewer £� Water Power Egu�ament Operators- Under�round Sewer ft Water Power Equ»ment Operators- Power Eaui�ment Ooerators- Motor Patrot Graders, F�mshmg $50 39 Muck�ng Machine, Mote, Tunnel Dr�tl, $50 39 Bonng, Road Header And/or Sh�etd O�l D�stnbutors, Blower Dist�ibution $47.12 &t Mutch Seeding Operator Outs�de Ho�sts {elevators And $49 48 Manl�fts), A�r Tuggers,strato Overhead, Bndge Type• 45 Tons 550.39 Through 99 Tons Pavement Breaker $47 12 P�le Dnver (other Than Crane Mount) $49.90 Ptant O�ter - Asphatt, Crusher $49 48 Posthote Digger, Mecharncat $47 12 Powe� Ptant $47 12 Pumps - Water $47.12 Quuk Tower - No Cab, Under 100 $47 12 Feet In He�ght Based To Boom Remote Control Operator On Rubber $50 39 T�red Earth Mov�ng Equ�pment R�gger And Beltman $47 12 Rotlagon $50.39 Rotter, Other Than Ptant M�x $47 1 Z Roller, Ptant Mix Or Multrt�ft $49 48 Matenals Roto-m�ll, Roto-gnnder $49 90 Saws - Concrete $49.48 Scraper, Self Propelled Under 45 $49 90 Yards Scrapers - Concrete £t Carry All $49.48 Scrapers, Self-propetled• 45 Yards $50 39 And Over Se►vice Engineers - Equ�pment $49 48 r Shotcretelgumte Equipment $47.12 Shovel , Excavator, Backhoe, $49 48 Tractors Under 15 Metnc Tons 7A 7A 7A 7A 7A 7A 7A L 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 7A 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T Page 12 of 15 , 8P , 8P 8P , � �' 8P ` 8P € � , 8P ' 8P 8P ' 8P F' 8P 8P � 8P , $� $P �I $P ' 8P � � 1 8P ' $P 8P ' � � 8P � $Q ' � ,' 8P — https //fortress wa.govlini/wagelookup/prvWagelookup aspx 5I14/2012' ' � �Kitsap Power Equipment Operators- � Under$round Sewer Et Water �Kitsap Power Equ�pment Oaerators- Kitsap K�tsap �Kitsap Power Eouipment OQerators- = Underground Sewer £t Water � Kitsap Power EQU�qment Operators- � UnderQround Sewer & Water �K�tsap Power EQUipment Ooerators- Undereround Sewer &t Water �K�tsap Power Equ�ament Operators- Undereround Sewer £t Water K�tsap Power Eau�pment Operators- , Under�round Sewer £t Water g Kitsap Power Epu�pment Operators- Undersround Sewer ft Water � K�tsap Power Eau�oment Operators- ` Under�round Sewer 8 Water K�tsap Power Epu�pment Operators- Underground Sewer £t Water Kitsap Power Eciu�pment Ooerators- Underground Sewer &t Water �Kitsap Power Eq,u�pment Operators- Undereround Sewer &t Water K�tsap Power EQU�oment Oge�ators- � Underground Sewer &� Wat�r ;K�tsap Power Equ�pment Operators- � Kitsap � rtsap Kitsap Kitsap tsap Shovet, Excavator, Backhoe• Over 30 $5d.39 Metnc Tons To 50 Metr�c Tans Shovel, Excavator, Backhoes, $49.90 Tractors 15 To 30 Metr�c Tons Shovel, Excavator, Backhoes; Over $50.94 50 Metnc Tans To 90 Metnc Tons Shovet, Excavator, Backhoes: Over $51 51 90 Metnc Tons Sl�pform Pavers $50 39 Spreader, Topsider &� Screedman 550 39 Subgrader Tnmmer $49.9p Tower Bucket Elevators $49 48 Tower Crane �ver 175'�n He�ght, $51 51 Base To Boom Tower Crane Up To 175' In He�ght S50 94 Base To Boom Transporters, Alt Track Or Truck $50 39 Type Trenching Machmes $49 48 Truck Crane Oiler/dr�ver - 100 Tons $49 90 And Over Truck Crane Oiler/dr�ver Under 100 $49.48 Tons Truck Mount Portable Conveyor $49 90 Welder $50 39 Wheel Tractors, Farmatl Type $47 12 Yo Yo Pay Dozer $49 90 Journey Level In Charge $42 91 Spray Person $40 73 Tree Equipment Operator $41 29 Tree Tnmmer $38 38 Tree Tnmmer Groundperson $28.95 Mechamc $61. 57 Journey Level $17•04 Journey Level $38 08 Journey Level $30.87 Journey Level $38 08 Journev Level $20 00 �ttps //fortress wa gov/ln�/wagelookup/prvWagelookup aspx 7A 7A 7A 7A 7A 7A 7A 7A lA 7A 7A 7A 7A 7A 7A 7A 7A 7A Page13of15 1T 1T 'f T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 1T 4A 4A 4A 8P 8P 8P 8P ` 8P 8P ' 8P 8P 8P 8P � � 8P � � 8P � � 8P 8P 8P =, 8P 8P , 8p = � SA 4A 5A 1G 1 SD 1M 1 5D 1M £ 1 5l1412012 �K�tsap �Res�dential Etectntians Journey Levet � Kitsap " K�tsap � K�tsap K�tsap � K�tsap � K�tsap � . • _ __. r � Krtsap K�tsap � K�tsap i Kitsap � �t,r��., ' K�tsap � Kitsap � K�tsap � K�tsap � Kitsap K�tsa K�tsa � K�tsa � K�tsap ` K�tsap K�tsap � K�tsap � K�tsap � � K�tsap ` Kitsap ; Krtsap � Krtsap � � K�tsap ' Kitsap � K�tsap � � Res�dent�al Gtaziers Journey Levet Res�dent�al Insulat�on Appbcators Jaurney Level Res�dent�at Laborers Journey Levet Res�dent�at Marble Setters J ourney Level Residentiat Pa�nters Journey Level Resident�al Ptumbers & Pipef�tters Journey Levet Res�dent�at Refn$eration &� A�r Journey Level Condrt�omng Mechanus Journey Levet (F�etd or Journey Level Journey Level ) Resident�al Stone Masons Journey Level Res�dentiai Terrazzo Workers Journey Levet Res�denhal TerrazzolT�le Fimshers Journey Level Residential T�le 5etters Journey Level Roofers Journey Levet Roofers Usmg Irntabte Bitum�nous Matenals Sheet Metat Wo�kers Journey Level {F�etd or Shop) Sh�pbu�td�ng £t Sh�q Repa�r CARPENTER Sh�pbu�ld�n� £t Sh�p Repair ELECTRICIAN Sh�pbu�ldmg 6t Ship Repair Heat bt Frost Insulator Sh�pbu�Id�nQ £r Ship Repa�r Laborer Sh�abu�ldm� &t Ship Repa�r MACHINIST Sh�abu�ld�ng £t Sh�p Repa�r OPERATOR Sh�pbuild�ns 6� Sh�a Repatr Pamter Sh�pbu�ldin� F� Shia Reoa�r PIPEFITTER Sh�pbu�ld�ng Ft Sh�p Repa�r RIGGER Sh�pbu�lding £t Sh�� Rer�a�r Sheet Metal Shipbu�ldine £t Sh�p Repa�r SHIPFITTER Shipbu�ldin� � Sh�p Repa�r WELDER/BURNER S�en Makers �t Installers (Electncal� Journey Level Sisn Makers 8 Instat[ers (Non- Journev Level Journey Level Journey Level Journey Level Journev Levet Stone Masons Joumey Level Journey Levet Construchon Site Surveyor https //fortress wa gov/ln�/wagelookup/prvVi�agelookup aspx 527.00 550 91 $13 9b $1 b.89 S17 04 $19.52 $21 11 $17.64 $28.95 $19.38 $27 74 $48 27 $9 04 $30 26 $31 14 $43 b5 $46 65 567. 82 $19.29 $25.53. $55.68''. $19 64 $19.29 $19.44 $35.72 $19 29� $19 29� $22.21 $19.29 $19 29 $20. 58' $9.27 $41.95 $10 31 $68.79 $13.23 $48 27 $16.00 $49.48 $48.96 7L SA 5A 5J 6Z 1 1Y 1 1 1 1 1 1 1 L 1M 1 1 1R � � � � � � 1 1 5A 2Z 1 SC 1X 1 5A 1 M 1 7A 1T 7A 1T •,�' � • � � � � � � . � � . � � � � ■ � � � � � � � � � � � � � � � . � � � . � . � •. � •. , � 1 Page 15 of 15 ;Kitsap Surveyors Construct�on Srte Surveyor $5Q 39 7A 1T 8P ' Kitsap Tetecommurncation Techmaans Jou�ney Level S3b 82 7E 1 E � Kitsap Tetephone Lme Construct�on - Cabte Spl�cer $34 20 5A 26 Out i ' Kitsap Tetephone L�ne Construct�on - Hole Digger/Ground Person $18 72 5A 2B Outs�de � Kitsap TeleQhone L�ne Construct�on - Installer (Repairer) $32 78 SA 26 , Outside � Kitsap Tetephone L�ne Construct�on - Speaal Aparatus Installer I $34.20 SA 26 Ou � K�tsap Tetephone Lme Construction - Speaat Apparatus instatler II $33 51 SA 26 , Outside K�tsap Teteahone Line Construct�on - Telephone Equ�pment Operator $34 21 5A 26 � Ou � {Heavy) � Krtsap Tetephone Lme Construction - Telephone Equ�pment Operator $31 81 SA 2B = 4 uts�de (L�ght) � K�tsap Teler�hon� L�ne Construction - Telephone L�neperson $31 81 5A 2B E Outs�de � , �K�tsap Telephone L�ne Construct�on - Telev�s�on Groundperson $18 16 5A 2B Outs�de � �K�tsap Tele�hone Line Construction - Telev�s�on Lmeperson/Instalter $24 09 5A 28 � Outs�de � K�tsap Telenhone Line Construct�on - 7elev�sion System Techrnaan $28 72 5A 2B { Outsi � Krtsap Telephone L�ne Construct�on - Telev�s�on Techmc�an $25.81 SA 2B r '° Outs�de �- = � Krtsap Telenhone L�ne Construct�on - Tree Tnmmer $31 82 5A 2B Outs�de � K�tsap Terrazzo Workers Journey Level $43 93 SA 1M � � �K�tsap T�le Setters Journey Levet $43.93 5A 1M ' K�tsap Tile Marbte �t Terrazzo Fmishers Journey Level $12.00 1 � K�tsap Traff�c Controt Stnoers Journey Levet $40 73 7A 1 K ; Kitsap Truck Orivers Asphatt Mix Over 16 Yards (W WA- $46 97 5D 3A 8L � Jom Council 28) � K2tsap Truck Dr�vers Asphatt Mix To 16 Yards (W WA- $46 13 5D 3A SL £ Jo�nt Counal 28) Kitsap Truck Dr�vers Dump Truck $19 b0 1 �Kitsap Truck Dr�vers Dump Truck And Tra�ler $19 60 1 ' 'K�tsap Truck Dnvers Other Trucks $18 37 1 = Kitsap Truck Dnvers Transit M�xer $20 79 1 � >K�tsap Welt Drilters bt Irn$at�on Pump Irr�gation Pump instatter $13 17 1 ` , ' Insta!lers � Kitsap Well Drillers ft Irn�at�on Pump O�ter $14.08 1 � Instalters ' K�tsap Well Dnllers &t Irn�at�on Pump Welt Dntler $14 40 1 � � � a ��tn t�ters� �� H�� . � � � � ��. W,� ._,� � � �� _� �� _Nw��..� �� _a � s� � _. v��Y�� e��,�_ �` ' �ttps //fortress wa gov/lm/wagelaokup/prvWagelookup aspx 5/14/2012 C ' � State of Washington Department of Labor & Industries Preva�l�ng Wage Sect�on - Telephone 3b0-902-5335 PO Box 44540, Olymp�a, WA 98504-4540 Page 1 of 1 ' Washington State Prevailing Wage The PREVAILING WAGES t�sted here �nclude both the hourty wage rate and the hourly rate of fr�nge benef�ts. On pubtic works pro�ects, worker's wage and benefit rates must add to not less than this total. ' A brief descr�pt�on of overtime calculat�on requirements are provided on the Benefit Code Key. ' Apprentice Level Prevailing Wage Rates for Kitsap County and Cement Masons Trade for the Effective Date 06/12/2012 1 S tep W W„r Occupation Be in End Apprentice Holiday Overtime Note � Hours Hours Wa�e te 1 �ement Mason lndentured Pr�or to � 900 $31.70 �A 1 M P 4/21/2011 � Cement Mason Indentured Pr�or to 7A 1M ; �Step 2 4�21/2011 901 1800 $35 19 � te 3 Cement Mason Indentured Pr�or to �g01 270p $38.68 �A �M ' p 4/21/2011 te 4 �ement Mason Indentured Pnor to 2701 3600 $42 17 �A 1M p 4/21/2011 � Step 5 Cement Mason Indentured Prior to 3641 4500 $45.66 �A �M , 4/21/2011 = tep 6 Cement Mason Indentured Pr�or to 4501 5400 $47 41 �A 1M � 4l21/2011 tep 1 ��ment Mason Indentured On or After � g00 $31 70 �A 1M 4/21/2011 # Cement Mason Indentured On or After g01 1800 $35 19 �A 1M � �Step 2 4/21 /2011 tep 3 �ement Mason Indentured On or After �$�� 2700 $38 68 7A 1 M 4/21/2011 tep 4 tement Mason Indentured On or After 2�� 3600 $42 17 �A 1M 4/21/2011 E , �Ste 5 Cement Mason Indentured On or After 3601 4500 $45 66 �A 1M £ P 4/21/2Q11 Cement Mason Indentured On or After 4501 5400 $47 41 �A 1M , tep 6 4/21/2011 � te 7 Cement Mason Indentured On or After 5401 b400 $47.41 �A 1 M � �P �m�..�`�/21/2011 _ �.��_ � u.� � � � ,� � �a� _..�� .��.�.� ��,� �.�,..��n��.�, �� .�.�,�.� �� .,�n�.�.� � �� d�� ,�� , ' �ttps //fortress wa gov/ln�wagelookup/ApprenticeWageLookup aspx 5/I4/2012 u ' ' State of Washington Department of Labor & lndustries Prevail�ng Wage 5ect�on - Telephone 360-902-5335 PO Box 44540, Olymp�a, WA 98504-4540 Page 1 of 1 ' Washington State Prevailing Wage The PREVAILING WAGES l�sted here include both the hourly wage rate and the hourly rate of fringe benefits. On pubtu works pra�ects, worker's wage and benef�t rates must add to not less than th�s total. � A brief descr�pt�on of overtime calcutat�on requirements are prov�ded on the Beneftt Code Key. � Apprentice Level Prevailing Wage Rates for Kitsap County and Laborers Trade for the Effective Date: 06/12/2012 � s tea Step 1 Step 2 Step 3 Step 4 � Step 1 �Step 2 Step 3 �Step 4 ' � _� �.. ,, ' ' � � ' , ' M✓✓ �� Y Be in End Aparentice Occupation Hou -° Holiday Qveo Note W�ndow Washer,Cteaner/Western WA 1 Window Washer,Cleaner/Western WA t001 Window Washer,Cleaner/Western WA 2001 W�ndow Washer,Cteaner/Western WA 3001 Laborer/Western WA 1 Laborer/Western WA 1Q01 Laborer/Western WA 2001 Laborer/Western WA 3001 Hours Wa�e , 1000 $27 b7 7A 2Y � 2000 $30 76 7A 2Y 3000 $30 84 7A 2Y 4000 $30.84 7A 2Y 1000 $27.67 7A 2Y ; 2000 $30 76 7A 2Y 3000 $33 85 7A 2Y 4000 $36 94 7A 2Y �ttps //fortress wa gav/lni/wagelookup/ApprenticeWageLookup aspx 5/14/2012 � ' I� State of Washington Department of Labor & Industries Preva�l�ng Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Page 1 of 1 Washington State Prevailing Wage ' The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fnnge benefits. On pubt�c works pro�ects, warkers wage and benefit rates must add to not less than this total. A bnef descnption of , overt�me catculat�on requ�rements are prov�ded on the 8enefit Code Key � Apprentice Level Prevailing Wage Rates for Kitsap County and Power ' Equipment Operators Trade for the Effective Date. 06/12/2012 Ste� Occupation Be � End Haurs Apprentice Holiday Overtime Note � Hours Wa�e Constr Equ�p OperatorlNorthwest and 7A 1T 8P € 35tep 1 Centrat WA � 1000 $37 46 ' tep 2 Constr Equip Operator/Northwest and 1001 200Q 539 18 7A 1T �P , Central WA Constr Equ�p Operator/Northwest and � tep 3 Central WA 2001 3000 $40 90 �A 1T 8P Constr Equ�p Operator/Northwest and 7A 1T SP � , tep 4 Central WA 3001 4000 542 61 � Constr Equ�p Operator/Narthwest and �A L $P � tep 5 Central WA 4001 5000 $46 05 � Constr Equip Operator/Northwest and 7A iT SP � , Step 6 Central WA 5001 6000 547 76 � Heavy Duty Repair Mechanic/Northwest 7A 1T 8P tep 1 and Centrat WA 1 �� $37 46 � tep 2 Heavy Duty Repair Mechamc/Northwest �001 200U S39 18 �A 'L ap ` and Central WA ; Heavy Duty Repair Mecharnc/Northwest 7A 1T £,,�P � tep 3 and Cent�al WA 2001 3000 $40 90 = , tep 4 Heavy Duty Repa�r Mechanic/Northwest 3001 4000 S42 61 �A �T $P ' and Central WA Step 5 Heavy Duty Repa�r MechanulNorthwest 4001 5000 $46 05 7A 1T �P and Central WA tep 6 Heavy Duty Repair Mechamc/Northwest 5Q01 6000 $47 76 �A 1T 8P � and Central WA 1 Ho�st�ng Engmeer/Northwest and Central �A �T SP ` tep t wA 1 1000 537 46 , Hoisting Engineer/Northwest and Central 7A 1T � EStep 2 �.,. 1001 2000 $39 18 tep 3 � � Step 4 tep 5 � tep 6 Ho�sting EngineerlNorthwest and Central WA Hotst�ng Engineer/Northwest and Central WA Ho�sting En�ineerlNorthwest and Central WA Ho�sting Engmeer/Northwest and Central WA� _ __ _ _ w � � . � .� _� .�_ 2001 3000 3001 4000 4001 500Q $40 90 �A 1 T S42 61 7A 1 T $46 05 �A L 5001 6000 $47 $� $P � � £ 7A 1T �P �ttps //fortress wa gov/ln�/wagelookup/ApprenticeWageLookup aspx 5/14/2012 ' � 1 State of Washington Department of Labor & Industries Prevail�ng Wage Sect�on - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Page 1 of 1 ' Washington State Prevailing Wage The PREVAILING WAGES listed here �nclude both the hourly wa�e rate and the hourly rate of fringe benefits. On publ�c works pro�ects, worker's wage and benef�t rates must add to not less than this totat. ' A br�ef descr�pt�on of overt�me calculat�on requirements are prov�ded on the Benefit Code Key. CI � Step Step 1 Step 2 Step 3 Step 4 Step 5 Step 6 '_� _ ' Apprentice Level Prevailing Wage Rates for Kitsap County and Surveyors Trade for the Effective Date. 06/12/2012 Occu�ation Be in Hours Construction S�te Surveyor Apprent�ce 1 Construction S�te Surveyor Apprent�ce 1001 ConsCruction S�te Surveyor Apprentue 2001 Construct�on S�te Surveyor Apprentue 3001 Construct�on S�te Surveyor Apprent�ce 4001 Construct�on S�te Surveyor Apprent�ce 5001 End ( Auprentice I Holiday (Overtimel Note � a,....... �u�..., 1000 $37.46 7A 1 T 8P 2000 $39.18 7A 1T 8P 30Q0 $40 90 7A 1T 8P 40d0 $42 61 7A 1T 8P 5000 $46.05 7A 1 T 8P 6000 $47.76 7A 1T 8P 0 , ' ' ' ' C 1 �ttps /Ifortress wa govlln�wagelookup/ApprenticeWageLookup aspx 5/14/2012 ' ' ' ' L� � ' BEIYEFIT CODE KE1' - EFFECTIYE 03-02-20t2 THRU 0&30-2012 R##Rkt4t#*�6�kOfO��1#i##�OktiO#P9i4#OiRtt4#A#O#�13400�6i*P#iit�►kA#►#ttAitt�l44tiR#At#b##t#Rk4l4#P��#�t###fi*►#4##4�+F4t#O#fi44 OVERTII�IE CODES OVERTI�[E CALCULATiONS ARE BASED ON THE HOURLI` RATE ACTUAGLY PAID TO THE lVOWCER. ON PUB[.IC �VORKS PROJECTS, THE HOURLI' RATE hIUST BE NOT LESS THAN THE PREVAILING itATE OF �VAGE N[IIVUS THE HOURLI' RATE OF THE COST OF FRIIVGE BEIYEFITS ACTUALLY PROVIDED FOR THE �VOitKEtt ALL HOURS WORKED !H EXCESS OF EIGHT (Sj HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TiMES THE HOURLY RATE OF WAGE B ALL HOURS WORKED ON SATURDAYS SHALL BE PA1D AT ONE AND ONE-HALF TIMES TFIE HOURLY RATE OF WAGE ALL HQURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE C THE FIRST TWO (2} HOURS AFTER EIGHT ($) REGULAR HQURS MONDAY THROUGH FRIDAY AND THE F[RST TEtd ( t0} HOURS ON SATURDAY SHA'LL BE PAID Ar ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER OVER7'IME HQURS AND ALL HOURS WORICED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE NOURLY RATC OF WAGE D THE FIRST TWO (2) HOURS BEFORE OR AFTER A FIVE - EtGHT (8) HOUR WORKWEEK DAY OR A FOUR - TEN (!O) HOUR WOItKWEEK DAY AND THE F1RST EIGNT (S) HOURS WORKED THE NEXT DAY AFTER EITHER WORKWEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HQURLY RATE OF WAGE ALL ADDITIONAL HOURS WORKED AND ALL WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAtD AT DOUBLE THE HOURLY RATE OF WAGE ' E THE FIRS? TWO (2) HOURS AFTER E[GHT (8} REGULAR HOURS MONDAY TEiROUGH FRIDAY AND THE FIRST EIGHT {8) HOURS ON SATURDAY SHALL BE PA1D AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE QF WAGE I� ' ' , ' , ' �� , F THE FIRST TWO (2) HOURS AFTER E1GHT (8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TEN {t0) HOURS ON SATURDAY SHALL BE PAID AT ONE AND OIVE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER OVERTIME HOURS WORKED, EXCEPT LA$OR DAY, SHALL BE PAID AT DOUBLE THE HOURLY EtATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE G THE FIRST TEN (10) EIOURS WORKED ON SATURDAYS AND 'tl-� FIRST TEN {10) HOURS WORKED ON A F(FTH CALENDAR WEEKDAY IN A FOUR - TEN HOUR SCHEDULE, SE-iALL BE PAID AT ONE AND ONE-HALF TtMES THE HOURLY ftATE OF WAGE ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURUAY AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE H ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQU[PMENT BREAKDOWN) SHALL BE PAID AT QNE AND ONE-HALF TtMES THE HOURLY RATE OF WAGE ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER T'WELVE (12} HOURS AND ALL HOURS WORKED ON SUNDAYS AND NOL[DAYS SHALL BE PA[D AT DOUBLE THE HOURLY RATE OF WAGE I ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AIYD DOUBLE THE NOURLY FtATE OF WAGE J THE FIRST T'WO (2) HOURS AFTER EIGHT (8) REGULAR HOURS MONDAY THROUGH FRIQAY AND THE FIRST TEN (10) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES TF-IE HOURLY RATE OF WAGE ALL HOURS WORKED OVER TEN (t0) HOURS MONDAY THROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE K ALL HOURS WORKED ON SATURDAYS AtJD SUNDAYS SHALL BE FAID AT ONE AND ONE-HALF T[MES THE HOURLY RATE OF WAGE ALL HOURS WORKEQ ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE L ALL HOURS WORKED IN EXCESS OF TEN (10) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WOftKED ON SUIVDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE M ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITiON5) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE N ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOL[DAYS SHALL BC PAID AT DOUBLE THE HOURLY RATE OF WAGE ' BENEFIT CODE KEY - EFFECTIVE 03-02-2012 THRU 0$-30-2012 -2- O ?HE FIRST TEN (IO) HOURS WORKED ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF T[MES TI-IE HOURLY RATE OF WAGE ALL HQURS WORKED ON SI.tI�iDAYS, HOLIDAYS AND AFTER TWELVE (t2) HOURS, MONDAY THROUGH FRIDAY, AND AFTER TEN ((0) HOURS ON SATURpAY SHALL BE PAID AT DOUBLE THE HOUItLY RATE OF WAGE ALL HOURS WORKED ON SATURDAYS (EXCEPT MAKEUP DAYS IF CIRCUMSTANCES WARRANT} AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE Q THE FIRST TWO (2) HOUkS AFTER EIGHT (8) FZEGUI.AR HOURS MONDAY THROUGH FRIDAY AND UP TO TEN ((0) EIOURS WORKED ON SATURI7AYS Sf-IALL BE PAID AT ONE AND ONE-HALF TIMES T� HOURLY RATE OF WAGE ALL HOURS WORKED IN EXCESS OF TEN (l0) HOURS PER DAY MONDAY THROUGH SATURDAY AND ALL HOURS WORKED ON SUNDAYS AiVD HOLIDAYS (EXCEPT CHRISTMAS DAY) SHALL $E PAID AT DOUBLE THE FIOURLY RATE OF WAGE ALL HOURS WORKED ON CHRISTMAS DAY SHALL BE PAID AT rW0 AND ONE- HALF TIMES THE HQURLY RATE OF WAGE � ' ' �J , R ALL HOURS WOkKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT TWO T'IMES TNE HOURLY RATE OF ' WAGE THE FIRST TWQ (2) HOURS AF't'ER EIGHT (8) [tEGULAR HOURS MOIVDAY THROUGH FItIDAY AND THE FIRST EIGFIT (8) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS AND ALL OTHER OVERTIME HOURS WORKED, EXCEPT LABOR DAY, SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE T WORK PERFORMED IN EXCESS OF EIGHT (8} HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STRAIGHT TIME PER DAY WHEN FOUR TEN (IO) HOUR SHIFTS ARE ESTABLISHED, OR FORTY (40) E[QURS QF STItA1GHT T1ME PER WEEK, MONDAY THROUGH FRIDAY, OR OUTSIDE THE NORMAL SH1F!', AND ALL WORK ON SATURDAYS SHALL BE PAID AT TIME AND ONE-HALF THE STRAIGHT TIME RATE HOURS WORKED OVER TWELVE HOURS (12} IN A SINGLE SHIFT AND ALL WQRK PERFORMED AFTER 6 00 PM SATURDAY TO 6 00 AM MONDAY AND HOLIDAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RATE OF PAY THE EMPLOYER SHALL HAVE THE SOLE DISCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES PRIMARY C�NSIDERATtON FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS AFTER AN EMPLOYEE HAS WORKED EIGHT (S) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADDITIONAL H�URS SHALL BE AT THE APPL[CABLE OVERTIME RATE UNTIL SUCH T1ME AS TNE EMPLOYEE HAS HAD A BREAK OF EIGHT (S) HOiJRS OR MORE U ALL HOURS WORKED ON SATURDAYS SFIALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED QN SUtJDAYS AND HOLIDAYS (EXCEPT LABOR DAY} SFLILL BE PAID AT TWO TIMES THE HOURLY RA"I'E OF WAGE ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE T[MES THE HOURLY RATE OF WAGE V ALL HQURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVIIVG DAY AiVD CHRISTMAS DAY) SHALL BE PAID AT QNE AND ONE-HALF TIMES THE HOURLY RAT'E OF WAGE ALL HOURS WORKED ON THANKSGlVING DAY AND CNRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE W ALL HOURS WORKEQ ON SATURDAYS AND SUNDAYS (EXCEPT MAKE-UP QAYS DUE TO CONDITIONS BEYOND THE CONTROL OF THE EMPLOYER)) SHALL BE PAID AT ONE AND ONE-HALF TtMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SE-IALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE X THE FIRST FOUR (4) HOURS AFTER EIGHT {8) REGULAR HOURS MONDAY THROUGH FItIDAY AND THE FIRST TWELVE (t2) HOURS ON SATURDAY SHALL BE PAID AT ONE AND ONE-HALF T[MES TFiE FIOURLY RATE OF WAGE ALL HOURS WORKED OVER TWELVE {12) HOURS MONDAY "fHROUGH SATURDAY, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE WHEtd HOLIDAY FALLS ON SATURDAY OR SUNDAY, THE DAY BEFORE SATURDAY, FRIDAY, AND THE DAY AF'TER SUNDAY, MONDAY, SHALL BE CON5IDERED THE HOLIDAY AND ALL WORK PERFORMED SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE Y ALL HOURS WORKED OUTSIDE THE HOURS OF 5 00 AM AND 5 00 PM (OR SUCH OTHER HOURS AS MAY $E AG[tEED UPON BY ANY EMPLOYER AND THE EMPLOYEE} AND ALL HOURS WORKED 1N EXCESS OF EIGHT (S) HOURS PER DAY (IQ HOURS PER DAY FOR A 4 X{0 WORKWEEK) AND ON SATURDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT ONE AND ONE-HALF T'IMES THE HOURLY RATE OF WAGE (EXCEPT FOR EMPLOYEES WHO ARE ABSENT FROM WORK WITHOUT PRIOR APROVAL ON A SCHEDULED WORKDAY DURING THE WORKWEEK SHALL BE PAlD AT THE STRAtGHT-TIME RATE UI�1T(L THEY HAVE WORKED 8 HOURS IN A DAY {f0 IN A 4 X 10 WORKWEEKj OR 40 HOURS DURING THAT WORKWEEK } AI.L HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12} HOUR5 AND ALL HOURS WORKED ON SUNDAYS AND LABOR DAY SHALL BE PA(D AT DOUBLE THE HOURLY RATE OF WAGE ' � � t � ' ' , ' � ' ' , I _I , 1 Z ' ' ' , ' ' ' ' ' ' ' 1 , ' ' ' BENEFiT CODE KEY - EFFECTIVE 03-02-201Z THRU OS-30-2012 -3- ALL HOURS WORKED ON SATURDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SFIALL BE PAID THE STRAIGHT TIME RATE OF PAY IN AQDITION TO HOLIDAY PAY ALL HOURS WORICED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SI-IALL BE PAID AT ONE AND ON£-HALF TIMES THE HOURLY RATE OF WAGE B ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES TNE HOURLY RATE OF WAGE C ALL HOURS WORKED ON StJNDAYS SWALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT 7'WO T[MES THE HOURLY RATE OF WAGE F THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY FtATE OF WAGE IN ADDITION TO THE HOLIDAY PAY ALL HOURS WORKED tN EXCESS OF EIGHT {8) HOURS ON HOLIDAYS SHALL BE PAID AT DOUBLE THE FIOURLY RATE OF WAGE G ALL HOURS WORKED ON SUNDAY SHALL BE PA(D AT TWO TIMES THE HQURLY RATE OF WAGE ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE-HALF T[MES TFiE HOURLY RATE OF WAGE lNCLUDING HOLIDAY PAY H ALL HOURS WORKED ON SUNDAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL F{OURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TtME5 THE HOURLY RATE OF WAGE K ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE IN ADDIT[ON TO TF[E HQL[DAY PAY O ALL HOURS WORKED ON SUNDAYS AND HOL[DAYS SNALL BE PAID AT C?NE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE R ALL HOURS WORKED QN SUNDAYS AND HOLIDAYS AND ALL HOURS WORKED OVER SIXTY (60) IN ONE WEEK SHALL BE PAID AT DOUBLE TNE HOURLY RATE OF WAGE U ALL HOURS WORKED ON SATURDAYS SHALL BE PAID AT ONE AND ONE-HALF TtMES THE HOURLY RATE OF WAGE ALL HQURS WORKED OVER 12 HOURS IN A DAY, OR ON SUNDAYS AND HOL[DAYS SHALL BE PA(D AT DOUBLE THE HOURLY RATE OF WAGE W THE FIRST TWO (2) HOURS AFI'ER EIGHT (8} REGULAR HOURS M�NDAY TEIROUGH FRIDAY AND THE F►RST EIGHT (8) HOURS ON SATURDAY SHALL BE PA[D AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER HOURS WORKED MONDAY THROUGH SATURDAY, AND ALL HOURS WORKED ON S(JNDAYS AND HOLIDAYS SHALL BE PAID AT D�UBLE THE HOURLY RATE OF WAGE ON A FOUR-DAY, TE1V-HbUR WEEKLY SCI-�DLJLE, E(THER MONDAY THRU THURSDAY OR TUESDAY THRU FRIDAY SCHEDULE, ALL HOURS WORKED AFTER TEN SHALL BE PAiD AT DOUBLE TFiE HOURLY RATE OF WAGE THE FIRST E1GHT (8) HOURS WORKED ON THE FIFTH DAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL OTHER F[OURS W�RKED ON THE FIFTH SIXTF{, AND SEVENTFi DAYS AND ON HOLIDAYS SFiALL SE PAID AT DOUBLE THE HOUtZLY RATE OF WAGE Y ALL HOURS WORKED ON SATURDAYS (EXCEPT FOR MAKE-UP DAYS) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE TNE HOURLY RATE OF WAGE ALL HOURS WORKED MONDAY THRQUGH FRIDAY BETWEEN THE HOURS OF 6 00 P M AND 6 00 A M AND ALL HOURS WORKED ON SATURI}AYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RA7'E OF WAGE, EXCEPT FOR COMMERCIAL, OCCUPIED BUILD(NGS WHERE FLOOR COVERING WORK CANNOT BE PERFORMED IN THE REGULAR DAYTIME HOURS DUE TO OCCUPANCY FOR SUCH OCCUPIED, COMMERCIAL BUILDINGS, THE EMPLOYEE MAY AGREE TO WORK BETWEEN TH6 HOURS OF 6 00 PM TO 6 00 AM MQNDAY THROUGH SATURDAY MORN[NG AT 6 00 AM AT AN OVERTIME PAY RATE OF t0°/a OVER THE STRAIGHT TIME RATE ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE TNE HOURLY RATE OF WAGE 1 BENEFIT COBE tiEY - EFFECT(VE 03-02-2012 THRU 08-3Q-2012 -4- ALL HOURS WORKED [N EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK S1-IALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE A WQRK PERFORMED tN EXCESS OF EIGHT (8) HOURS OF STRAIGHT TIME PER DAY, OR TEN (10) HOURS OF STkAiGHT TIME PER DAY WHEN FOUR TEN (f0) NOUR SHIFTS ARE ESTABLiSHED, OR FORTY {40) HOURS OF STRA[GHT TIME PER WEEK, MONDAY TF{ROUGH FRIDAY, OR OUTSIDE THE NORMAL SHiFT, AND ALL WORK ON SATURDAYS SE-IALL BE PAID AT TIME AND ONE-HALF THE STRAIGNT TIME RATE HOURS WORKED OVER TWELVE NOURS ( I2) tN A SINGLE SHIFT AND ALL WORK PERFORMED AFTER 6 00 PM SATURDAY TO 6 00 AM MONDAY AND HOL[DAYS SHALL BE PAID AT DOUBLE THE STRAIGHT TIME RA"fE OF PAY ANY SHIFT START[NG BETWEEN Tl-IE HOURS OF b 00 PM AND MIDNIGHT SNALL RECE[VE AN ADDITIONAL ONE DOLLAR ($ I 00) PER HOUR FOR ALL HOURS WORKED 'i'�-iAT SHIFT THE EMPLOYER SHALL HAVE THE SOLE D[SCRETION TO ASSIGN OVERTIME WORK TO EMPLOYEES PWMARY CONSIDERAT[ON FOR OVERTIME WORK SHALL BE GIVEN TO EMPLOYEES REGULARLY ASSIGNED TO THE WORK TO BE PERFORMED ON OVERTIME SITUATIONS AFTER AN EMPLOYEE HAS WORKED EIGHT (8) HOURS AT AN APPLICABLE OVERTIME RATE, ALL ADD[TIONAL FIOURS SHALL BE AT THE APPLICABLE OVERTIME RATE UNTIL SUCH TIME AS THE EMPLOYEE HAS HAD A BREAK OF EIGHT (8) HOURS OR MORE B THE FIRST FOUR (4} HOURS AFI'ER EIGH't {8) REGULAR HOURS MONDAY THROUGH FRIDAY AND THE FIRST TWELVE ((2) HOURS ON SATl1RDAY SHALL BE PAID AT ONE AIVD ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED OVER TWELVE (I2) HOURS MONDAY THROUGH SATURDAY, ANQ ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE ALL FIOURS WORKED IN EXCESS OF EIGHT (8} HQURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF 1"IMES THE HOURLY RATE OF WAGE A ALL HOURS WORKED IN EXCESS OF EIGFIT (8) HOURS PER DAY OR FQRTY {40} FIOURS PER WEEK SHALL BE PAID AT DOUBLE THE kIOURLY RATE OF WAGE ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE B ALL HOURS WOkKED ON SATURDAYS (EXCEPT MAKEiJP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDfTiONS) SHALL BE PAID AT Ot�IE AND ONE-HALF T1MES THE HOURLY RATE OF WAGE ALL NOURS WORKED MONDAY THROUGH SATURDAY OVER TWELVE (12) HOURS AND ALL HOURS WORKED ON SUNDAYS AND HQLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE HOLIDAY CODES A HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER "CHANKSGIVING DAY, AND CHR1STtviAS DAY (?) B HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (8) C HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFT'ER THANKSGIVING DAY, ANB CHRISTMAS DAY ($) D HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AF1'ER THANKSGIVING DAY, AND CHRISTMAS DAY (8) H HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, TI-IANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6) L HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS DAY {6) J HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTiv1AS EVE DAY, AND CHRISTMAS DAY (7) K HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, TI-� DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9) ' ' ' I� -J I � '� ' , � � �� I� , � BENEF'IT CODE KEY - EFFECTiVE Q3-02-201Z THRU 0&30-20t2 -5- L HOLIDAYS NEW YEAR'S DAY, MARTIN LUTI-�R KING JR DAY, MEMOI2IAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AF1'ER THANKSGIVING DAY, AND CHRiSTMAS DAY (8} N HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY THANKSGIVING DAY, TI-� FRIDAY AFfER THANKSGIVING DAY AND CMtISTMAS DAY (9) P HQLIDAYS NEW YEAR'S DAY, MEMOI2IAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIBAY AND SATURDAY AFTER'fHANKSGIV(NG DAY, THE DAY BEFORE CHRISTMAS, AND CHRISTMAS DAY (9) IF A HOLIDAY FALLS ON SUNDAY, TNE FOLLOWING MONDAY SHALL BE CONSIDERED AS A HOLIDAY R PAID H�LIDAYS NEW YEAR'S DAY, MEMORIAL DAY INDEPENDENCE DAY, LABOR DAY THANKSGIVING DAY, DAY AFTER THANKSGIVWG DAY ONE-HALF DAY BEFORE Cf{R[STMAS DAY, AND CHRISTMAS DAY (7 1/2} S PAID HOLIBAYS NEW YEAR'S DAY, PRES[DENTS' DAY, MEMORIAL DAY INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, AND CHRISTMAS bAY (7) 7" PAID HOLIDAYS NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIV[NG DAY, CHRISTMAS DAY, AND THE DAY BEFORE QR AFTER CHRISTMAS (9) Z HOLIDAYS NEW YEAR'S BAY, MEMORIAL DAY, ITlDEPENDEIVCE DAY, LABOR DAY, VETERANS DAY, TI-IANKSGNING DAY, TFIE FRIDAY AFTER THANKSGtV1NG DAY, AND CHRISTMAS DAY (8) A PAID HQLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGtVING DAY, THE FRIDAY AFfER THANKSGIVING DAY, AND CHRISTMAS DAY (8} E PAID HOLIDAYS NEW YEAIt'S DAY, DAY BEFORE OR AFTER NEW YEAR'S DAY, PRESIDENTS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGtVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND A HALF-DAY ON CHWSTMAS EVE DAY (9 {t2) G PAID HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, PRESIDENi'S' DAY, ivtEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS' DAY, THANkSG[VING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND CHRISTMAS EVE DAY ( I 1) EI PAID HOL[DAYS NEW YEAR'S DAY, NEW YEAR'S EVE DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, THE DAY AFTER CHRISTMAS, AND A FLOATING HOLIDAY (10) I PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSG[VING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7) Q PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY AND CH[tISTMAS DAY (8) UNPAId HOLIDAY_ PRESiDENTS' DAY T PAID HOLIDAYS NEW YEAR'S DAY, PRESIDENTS' DAY, MEMORIAL DAY, INDEPENDENCE DAY ' LABOR DAY, THANKSGIVING DAY THE FRIDAY AFTER THANKSGIVING DAY, TI-CE LAST WORKING DAY BEFORE CHRISTMAS DAY, AND CFCFt1STMAS DAY (9) ' ' ' ' Z HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS bAY (7) IF A HOLiDAY FALLS ON SATURDAY, THE PRECEDING FRIDAY SHALL BE CONSIDERED AS 'fHE HOLIDAY IF A HOLIDAY FALLS ON SUNDAY, THE FOLLOWING MONDAY SHALL BE CONSIDER.ED AS THE HOLIDAY A HOL[DAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPEIVDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVItJG DAY, AND CFiRISTMAS DAY ($) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON T'F[E FOLLOWING MONDAY IF ANY OF THE LISTED HOLIDAYS FALLS ON A SATURDAY, THE PRECEDING FRIDAY SHALL BE A REGULAR WORK DAY B HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANK3GIVING DAY, THE FRIDAY AND SATURDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8) ANY HOL[DAY WHICH FAL[.S ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON TI-� FOLLOWING MO(YDAY ANY HOL[DAY WNICH FALLS O1V A SATURDAY SHALL BE OBSERVED AS A NOLtDAY ON 1'HE PRECEDING FItIDAY ' BENEFIT CODE tiEY - EFFECTIVE 03-02-2012 THRU OS-30-2012 -6- C HOLIDAYS NEW YEAR'S DAY, MARTIN LUTHER KING JR DAY, MEMORIAL DAY, INDEPENDENCE DAY LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVtNG DAY, AND CHRISTMAS DAY (8) ANY HOLIDAY WH1CH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MOIVDAY ANY HOLIDAY WHICN FALLS ON A SA"fURDAY SNALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRi DAY Cf PAID HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENpENCE DAY, LABQR DAY, VETERAN'S DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANkSGIVING DAY, AND CHRISTMAS DAY (8) UNPAID HOLIDAYS PRESIDENT'S DAY ANY PA[D HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY PA[D HOLIDAY WH(CH FALLS ON A SATURDAY SHALL BE OBSERVED AS A NOLIDAY ON THE PRECED(NG FRIDAY E HQLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, TEIE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS L}AY {7) ANY HOLIDAY WNICH FALLS OlV A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURI?AY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY P HOLIQAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABQR DAY THANKSGIVtNG DAY, TNE FRIDAY AFTER THANKSGIViNG DAY, THE LAST WO[tKING DAY BEFOR6 CFiRISTMAS DAY AND CHRlSTMAS DAY (8) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOL[DAY UN THE FOLLOWiNG MONDAY ANY HOLIDAY WHICH FALLS Oi�f A SATURDAY SHALL BE OBSERVEB AS A HOLIDAY ON THE PRECEDING FRIDAY G HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY THANKSGIVItdG DAY, AND CHRISTMAS DAY (6) ANY NQLIDAY WH1CH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY N HOLIDAYS t�fEW YEAR'S DAY, MARTIN LUTHER KfNG JR DAY, INDEPENDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIV[NG DAY, THE LAST WpRKING DAY BEFORE CHRISTMAS DAY AND CFIRISTMAS DAY {9) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY OiV THE FOLLOWING MONDAY ANY HOLIDAY WHICN FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDMG FRIDAY I HOLIDAYS NEW YEAR'S DAY, PRESIDENT'S DAY, INDEPEiVDENCE DAY, MEMORIAL DAY, LABOR DAY, THANKSGIVING DAY THE FRIDAY AFTER THANKSGIVING DAY THE DAY BEFORE CHItISTMAS DAY AND CHR]STMAS DAY (9) AIVY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE QBS£RVED AS A HOLiDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEQING FRIDAY J HOLIDAYS NEW YEAR'S DAY INDEPENQENCE DAY, MEMORIAL DAY, LABOR DAY, TNANKSGIV(NG DAY AND CHRIS'CMAS DAY (b) ANY HOLIDAY WHICN FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWtNG MtONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE Q6SERVED AS A FIOLIDAY ON THE PRECED[NG FR[DAY K F(OLIDAYS NEW YEAR'S DAY, MEMORIAL DAY INDEPENDENCE DAY, THANKSGIV(NG DAY, THE FItIDAY AND SATURDAY AFTER THANKSG[V[NG DAY, AND CHKISTMAS DAY (S} ANY HOLIDAY WI-QCH FALLS OiJ A SUNDAY SHALL BE OBSERVED AS A NOLIDAY ON TI-� FOLLOWING MOidDAY ANY HOLiDAY WEtICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY L FIOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, LABOR DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRI5TMA5 DAY, AND CHRISTMAS DAY (7) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FRIDAY M PAID HOLIDAYS NEW YEAR'S DAY, THE DAY AFTER OR BEFORE NEW YEAR'S DAY, PRE5IDENT'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, CHRISTMAS DAY, AND THE DAY AFTER OR BEFOFtE CHRISTMAS DAY l0) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OSSERVED AS A HOLIDAY ON THE FOLLOWItdG MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL BE OBSERVED AS A HOLIDAY ON THE PRECEDING FttIDAY t� HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, [IJBEPENDENCE DAY, LABOR DAY, THAI3KSGiVING DAY, THE FftIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (7) ANY HOLIDAY WHICH FALLS ON A SUtdDAY SNALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY WHEN CHRISTMAS FALLS ON A SATURDAY, THE PRECEDING FRIDAY SHALL BE OBSERVED AS A HOLIDAY , BENEFIT CODE i�El' - EFFECTIVE 03-02-2012 THRU 0&30-2012 - 7 - ' 7 O PAID HOLIDAYS NEW YEAR'S DAY, TI-� DAY AFTER OR BEFORE NEW YEAR S DAY, PRES[DEM'S DAY, 1viEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIV(NG DAY CHRISTMAS DAY THE DAY AFTER OR BEFORE CNRI5TMAS DAY, AND THE EMPLOYEES BIRTHDAY lt) ANY HOLIDAY WHICH FALLS ON A SUNdAY SHALL BE OBSERVED AS A HOLIDAY ON THE ' FOLLOWING MONDAY ANY HOLIDAY WHICH FALLS ON A SATURDAY SHALL $E OBSERVED AS A HOLIDAY ON THE PRECED[NG FRIDAY P HOLIDAYS NEW YEAR'S L}AY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSG►V►NG DAY ' FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY {7) ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY (,.t HOLIDAYS NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, T!-IANKSG[VING DAY, THE ' FRIDAY AFTER THANKSGtVING DAY, THE LAST WORKING DAY BEFORE CHRISTMAS DAY AND CHRISTMAS DAY (8} ANY HOLIDAY WHICH FALLS ON A SUNDAY SHALL BE OBSERVED AS A HOLIDAY ON THE FOLLOWING MONDAY IF ANY OF THE LISTED HOLIDAYS FALLS ON A SATURDAY, THE PRECEDING FRIDAY SE-iALL BE A REGULAR WORK DAY ' ' ' tYOTE CODES A IN ADDITtON T'O THE HOURLY WAGE AND FRINGE BENEFITS TF� FOLLOWING DEPTH PFtEMfUMS APPLY TO DEPTFIS OF FIFTY FEET OR MORE OVER 50' TO I OQ' -$2 00 PER FOOT FOR EACH FQOT OVER 50 FEET OVER lOQ' T'Q tS0' -$3 00 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 220' -$4 00 PER FOOT FOR EACH F007" OVER 150 FEET OVER 220' -$5 00 PER FOOT FOR EACH FOOT OVER 220 FEET ' C IN ADDITION TO THE HOURLY WAGE AND FRI�IGE BENEFITS Tf-� FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE OVER 50' TO 140' -$ t 00 PER FOO"f FOR EACH FOOT OVER 50 FEET OVER 100' TO [50' -$I 50 PER FOOT FOR EACH FOOT OVER 100 FEET � OVER l50' TO 200' -$2 OQ PER FOOT FOR EACH FOOT OVER t50 FEET pVER 204' - D(VERS MAY NAME THEIR OWN PR10E D WORKERS WORKING W[TH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADQ[TIONAL $1 00 PER HOUR ' L WORKERS ON HAZMAT PROJECTS RECEIVE ADDITlONAL HOUItLY PREMIUMS AS FOLLOWS - LEVEL A$0 75, LEVEL B$0 50, AND LEVEL C$0 25 � M WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS LEVEIS A& B $I 00, LEVELS C& D$0 50 N WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREM[UMS AS FOLLOWS - LEVEL A$t 00, , LEVEL B$0 75, LEVEL C$0 50, AND LEVEL D$0 25 P WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREM(UMS AS FOLLOWS - CLASS A SUIT $2 00, CLASS B SUIT $I 50, CLASS C SUIT $1 00, AND CLASS D SUtT $0 50 ' Q THE HIGHEST PRESSURE REG(STERED ON Tl-� GAUGE FOR AN ACCUMULATED TtME OF MORE THAN FIFTEEN ( IS) MINUTES DURING THE SHIFI� SHALL BE USED IN DETERMtNING "CHE SCALE PAID ' � 1 ' L�l ' ' , ' 1 ' t ' 1 ' 1 ' 1 ' ' ' ' ' ' Page � 1 General Decision Number WAl2d00] 05/04/2012 4 dAl Superseded General Decision Number WA20200001 State Washington Construct�on Type H�g'�way Co�nties Washington Statev=�de HIGHWAY (Excludes D.0 E Hanford Site in Ber.ton and �ranklin Caunties} Marla.fs.aata.on Number Publication Date 0 01006/2012 1 Q1f1312012 z o2�io/2oiz 3 02/17/2012 4 03J23/2022 5 O�IQ6I2012 6 04/13/2012 7 Q4/27/2012 8 05/OAJ2012 CARPOOC�1-OU8 09I01/2009 Rates rranges Carpenters COLUMBIA RIVER AREA - ADAMS, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 12QTH MERIDIAN), FERRY, FRANKLIN, GRANT, OKANOGAN {EAST OF THE 120 MERIDIAN) AND WALLA WALLA COUNTIES GROUP 1 $ 27 73 10 56 GROUP 2 . $ 29 73 lfl 56 GROUP 3 $ 28 00 10 56 GROJP 9 . $ 27 73 10 56 GROUP 5 $ 63 50 14 56 GROUP 6 $ 30 75 10 56 GROUP 7 $ 31 75 10 56 GROUP 8 . $ 2B 00 10 56 GROUP 9 $ 33 75 10.56 WAl20001 Modification 8 Federal Wage Determinations for Highway Construct�on Page �2 SPOKANE AREA ASOTIN, GARFIELD, LINCOLN, PEND ORETL�E, SPOKANE, STEVENS AIvD WHITMFiN COUNTIES GROJP 1 . . S 26 06 10 56 GROL'P 2 . . S 2$ 06 IQ 56 uROUP 3 . $ 26 32 10 56 v^ROOP 4 . $ 2& 06 10 56 GROLP 5 , . $ 6d 14 24 56 GROUP 6 S 29 07 10 56 GROOP 7 . $ 30 07 1Q 56 GROUP 8 $ 27 32 10 56 GROUP 9 $ 3.3 07 10 56 CARPENTER & DIVE?t CLASSIFICATIOhiS GROUP 1 Carpenter GR�L� 2 Millwright, machzne erectox GROUP 3 Piledriver - �neludes driving, pLlling, cutting, plac=ng collars, sett�ng, welding, or creosote treated matera.al, on all piling GROUP 4 Bridge carpenters GROUP 5 Diver Wet GROUP 6 Dzver Tender, Manifold Operator, ROV OpErator GROL�P 7 Diver Standby, Bell/Vehicle or Submersible operatar Nat Under Pressure GROUP 8 Assistant �ender, �OV Tender/^±echnzcian GROUP 9 Manifold Cperator-Mixed Gas ZONE PAY ZONE 1 0-40 MZLES ZONE 2 4i-65 MILES ZONE 3 66-100 MILES ZONE A OCTER 100 MILES FREE $2 25/PER HOtJR $3 25/PER fiOIIR $4 751PER HOL'R DISPATCH POINTS CARPENTERS/MILLWRIG=iTS PASCO (5i5 N Neel Street) or Ma�.n Post Office of �stab?zshea res�dence af employee (Whicnever is closest to the worksite) CARPENTERS/PILEDRIVER SPOKANE (127 E AUGUSTA AVE ) or Main Post Offzce of established residence of emplayee (Whichever is closest to the worksite) CARPENTERS 6dENATCNEE t27 N CHELAN) or Main Post Off�.ce of established residence af employee (Whichever is closest to the worksite) LARPENTERS COEliR Q' ALENE (1839 N GOVERNMENT WAY) or Main Post Office of established res�dence of emplayEe {Whzchever is closest to the workszte}. CARPENTER5 M4SCOW (302 N JACKSON) or Main Post Office of established residence of employee (Whichever is closest ta the worksite} WAl20002 Modification 8 Federal Wage Determmations for Highway Construction ' ' DEPTH PAY FOR DIVERS BELOW WATER SURFACE ' S0-100 feet $2 00 per foot 101-150 feet $3 00 ner foot 151-220 feet $4 00 oer foot 221 feet and deeper $5 00 per foot � � � ' ' � , ' ' 1 ' ' ' ' , � PREMIUM PAY FOR DIVI?�G IN ENCLQSURES WITH NO VERTICAL ASCENT 0-25 feet Free 26-300 feet $2 00 per Foot SATURATION DIVING The standby rate applies until saturation starts The saturaLion dzving rate applies wher divers are under pressure continuously until work task and decampressian are complete the diver rate shall be paid for all saturation hours WORK IN COMBINATION OF CLASSIFICATIONS Employees work�ng in any combinati�n of classifications with�.n the div�ng crew (except dive supervisor} in a shift are paid in the classifzcatian with the highes* rate for that shift HAZMAT PROJECTS Anyone working an a HAZMAT �ob (task), where HAZMAT certification is required, shall be compensated at a premium, in additian to the classif�cation working in as follows LEVEL D+$ 25 per hour - This is the lowest level of protection No respirator is used and skin protection is rninimal i,EVEL C+$ 50 per hour - This level uses an air purifying respirator o= additional protective clothing LEVEL B+$ 75 per hour - Uses same respirator protection as i,evel A Supplied air line is provided in con�unctian with a chemical "splash suit" i�EVEL A+$1 00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line ---------------------------------------------------------------- WAl20001 Modification 8 Federal Wage Determinations for Highway Construction Page �3 �� Page �4 ' CARP0003-006 10/01/2011 50UTHWEST WASHINGiON CLARK, COWLITZ, KLICKITAT, LEWIS(Piledriver only), PACIFIC (South of a straight line made by extending the north boundary line of Wahkiakum County west to Willapa Bay to the Pacific Ocean), SKAMANIP AND WAHKIAKUM COUNTIES and INCLUDES ThE ENTIRE PENINSULA WEST OF WILLAPA BAY SEE ZQNE DESCRIPTION FOR CITIES BASE POINTS ZdNE 1 Rates Carpe:,ters CARPENTERS $ 32 04 DIVERS TENDERS $ 36 34 DIVERS $ 77 08 DRYWALL $ 27 50 MILLWRIGHTS $ 32 19 PILEDRZVERS $ 33 04 DEPTH PAY 54 TO 140 PEET Sl 00 PER FOOT OVER 50 FEET 102 TO 150 FEET $1 50 PER FOOT OVER 101 FEET 151 TQ 200 FEET $2 OQ PER FOOT OVER 151 FEET Zone Differential Zone 2 - $0 85 Zane 3 - 1 25 2one 9 - 1 70 Zone 5 - 2 QO Zone 6 - 3.OQ (Add �.p Zane 1 rates ) Fringes 14 18 14 18 14 18 14 18 �9 1$ 14 18 BASEPOINTS ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE Al'_ dispatches for Washington State Counties Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed fram that point ) ZONE 1 Pro�ects lacated within 30 miles of the respective caty hall of the above ment�oned cities ZONE 2 Pro�ects located more than 30 miles and less than 90 miles of the respective city of the above mentioned cities ZONE 3 Pro�ects located more than 40 miles and less than 50 miles of the respective city of the above mentionea cities ZONE 4 Pro�ects located more than 50 miles and less than 60 miles of the respect�ve city of the abave mentioned cities 20NE 5 Pro�ects located more than 60 miles and less than 70 m�.les of tne respective city of the above mentioned cities ZONE 6 Pro�ects located more than 70 miles of the respected city of the above mentaoned cities ---------------------------------------------------------------- WAl20001 Modification 8 Federal Wage Determinations for Highway Construction � � ' � 1 � � � ' , ' , ' , t � � ' ' ' ' , , ' i ' ' ' ' ' , ' � t ' ' Page �5 cAR�o��o-oo� o6�oi�2oio Rates Fringes Carpenrers CENTRAL WASHINGTON CHELAN, DOUGLAS iWEST OF THE 120TH MERIDIAN), KITTITAS, OKANOGAN {WEST OF THE 120TH MERIDIAN) AND YAKIMA COUNTIES CARPENTERS ON CREOSOTE MATERIAL $ 35 49 12 64 CARPENTERS $ 35 39 12 60 DIVEFtS TENDER $ 39 15 12 60 DIVERS $ 87 20 12 60 MILLWRIGHT AND MACHINE ERECTORS . $ 36 39 12 60 PILEDRIVER, DRIVING, PULLING, CUTTI�IG, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING $ 35 59 12 60 (EOURLY 20NE PAY WESTERN AND CENTRAL WASHINGTON - ALL CI�ASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay shall be paid on �obs located outside of the free zone computed from the c�.ty center of the following listed cities Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt Townsend Zone Pay 0 -25 radius miles Free 26-35 radius miles $1 00/haur 36-45 raaius miles $1 15/hour 46-55 radius miles $1 35/hour Over 55 radius miles �1 55/hour (HOURLY ZONE PAY WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay 0 -25 radius miles Free 26-45 radius miles S 701hour Over 95 radius miles $1 50/hour ---------------------------------------------------------------- WAl20001 Mod�fication 8 Federal Wage Determinations for Highway Construction Page �6 CARP0770-006 06/O1/2010 Rates Fringes Carpenters. WESTERN WASHINGTON CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS (excludes piledrivers only), MASON, PACIFIC (North of a straight line made by extend�ng the north boundary line of Wahkiaxum County west to the Pacific Ocean), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIE5 BRIDGE CARPENTERS . $ 35 39 13 08 CARPENTERS ON CREOSOTE MATERIAL $ 35 99 13 08 CARPENTERS $ 35 39 13 08 DIVERS T�NDER $ 39 1� 13 08 DIVERS . $ 87 20 13 08 MILLWRIGHT AND MACHINE ERECTORS $ 36 39 13 08 PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING . $ 35 59 13 08 (HOURLY ZONE PAY WESTERN AND CENTRAL WASHINGTON - ALL CLASSIFICATIQNS EXCEPT MILLWRIGHTS AND PILEDRIVERS Hourly Zone Pay sha11 be paid on �obs located outside of the free zone computed from the c�ty center of the following listed cities Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Cantralia Mount Vernon Sunnyside Chelan Pt Townsend Zone Pay 4 -25 radius miles Free 26-35 radius miles S1 OOlhour 36-45 radius miles $1 15lhour 46-55 radius miles S1 35ihour Over 55 radius miles $1 55/hour (HOURLY ZONE PAY WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT AND PILEDRIVER ONLY) Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center Zone Pay 0 -25 radius miles Free 26-45 radius miles $ 70/hour Over 45 radius miles S1 50/hour WAl20001 Modification 8 Federa) Wage Determinations for Highway Construction ' ' ' 1 ' ' ' ' ' ' ' � ' , , ' ' , � ---------------------------------------------------------------- ELEC0046-001 061Q1/2011 CALLAM, JEFFERSON, KINv AND KITSAP COUNTIjS Rates Fringes CABLE SPLICER $ 49 E7 3�+16 93 vLECTRiCIAN S 9Q 79 3�+16 93 -----------------------------------------------°-----°--------°- ELEC0098-003 O�IO2/207.2 CLARK, KLICKITAT AND SKAMANIA COUNTIES Rates Fringes CABLE SPLICER $ 40 75 3�+16 30 ELECTRICIAN $ 37 05 3$+16 30 HOURLY ZON� PAY Hour�.y 2one Pay shall be paid on �obs located outside of �he free zone computed from the city center of the following listed cit�.es Portland, The Dalles, Hood R�ver, Tillamock, Seaside and AsLoria Zane Pay 2one 1 3i-50 miles Sl SO/hour Zone 2 51-70 miles $3 50lhour Zone 3 71-90 miles $5 SQ/hour Zone 4 Beyond 90 miles $9 OQ/hoar *These are not m�.les driven Zones are based an Deior me Street Atlas USA 2006 plus ELEC0048-029 O1i02/2012 COWLITZ AND WAHKIAKUM COUNTY Rates E'ringes CABLE SPLICER $ 40 75 ,r 3$+16 30 ELECTRICIAN . . $ 37 05 __ 30 ---------------------------------------------- ---------- ELEC0073-001 08/22/2011 ADAMS, FERF2Y, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES Rates Fringes CABI,E SPLICER . $ 31 48 14 89 ELECTRICIAN - -^---- 84 --------------------------- ---------- WAl20001 Modification 8 Federal Wage Determinations for Highway Construction Page (7 Page �8 ELEC0076-OQ2 09I01/2011 GRAYS HARBOR, LEWFS, MASdN, PACIFIC, PIERCE, AND THURSTON COUNTIES Rates Fr�.nges CABLE SPLICER . $ 37 59 21.62 ELECTRICZAN . . . $ 34 13 21 62 -------------------°-------------------------------------------- ELEC0112-005 06/QIJ2011 ASOTIN, BENTON, COLUMB�A, E'RANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA CO[JNTIES Rates Frirges CABLE SPLICER $ 37 7p 35+14 63 ELECTRICiPN $ 35 90 3$+14 63 ---------------------------------------------------------------- �LEC0191-OQ3 07I01l2011 ISLAND, SAN JJAN, SNOHOMISH, SKAGIT AND WHATCOM C�UNTIES Rates Fringes CABLE SPLICER $ 42 91 15 39 ELECTRICfAN $ 39 O1 15 39 ---------------------------------------------------------------- ELEC0191-004 07/O1/2011 CHELAN, DOUGLAS, GF2ANT AND OKANOGAN COUNTIES Rates Fringes CABLE SPLICER $ 39 28 15 24 ELECTRICIAN $ 35 71 15 24 °--------------------------------------------------------------- WAl20001 Modif�cation 8 Federal Wage Determinations for Highway Construction ' ' ENGI0302-403 06j01/2011 ' CHELAN (WEST OF THE 12QTH MERIDIAN}, CLALLAM, DOUGLAS (WEST OF THE 120TH MERZDIAN}, GRAYS HARBOR, ISLAND, JEE'FERSON, KTNG, i{ITSAP, KiTTITAS, MASQN, OKP.NOGAN (WEST 0= THE 120TH MERTDIAN?, ' SAI� JUNA, SKAGIT, SNOHOMZSH, WHPTCOM AND YAKZMA (WEST OF THE 120T'r`. M�RIDIAN) CUUNTIES PROJECTS CATEGORX A PROJECTS {EXCLUDES CATEGORY B PROJECTS, AS , SHOWN BELdW) Zone � (O rad�as miles} ' Rates Fr�.nges ' Power equipment op�ratars- Group lA S 35 79 15 15 Group lAA $ 36.36 15 15 Graap lAAA $ 36 92 15 15 ' Groap 1 : $ 35 24 15 15 Group 2 $ 39 75 15 15 Group 3 $ 34.33 15 25 Groap 9 .$ 31 97 15 1S ' Zona Differential (Add to Zone 1 rates) 2one 2(26-45 radzus miles) - Sl 00 Zone 3(Over 95 radzus miles} -$1 30 , BASEPOINTS Aberdeen, Bellingham, Bremerton, Everett, Kent, Mount Vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima ' POWER EQUIPMEN'I OPERATORS CLASSIFICATIONS ' GROUP lAAA - Cranes-over 300 tons, or 300 ft of boom {including �ib with attachments} GROUP lAA - Cranes 200 to 300 tons, or 250 ft of baom ' (including �ip w�th attachments), Tower crane over 175 ft in height, base to boom GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom , (including �a.b with attachments?, Crane-averhead, bridge type, 100 tons and over, Tower crane up to 175 ft in height base to boom, Loaders-overhead, $ yaras and over, Shovels, excavator, backhoes-6 yards and aver with attachments , , ' ' WAl200Q1 Modification 8 Federal Wage Determinat�ons for Highway Construction Page � 9 � L�' � GROUP 1- Cableway, Crar.es 45 tons thru 99 tons, under 150 ft af boom (zncluding �ib w�th attachments}, Crane-overheaa, bridge type, 45 tons thru 99 tons, Derricks on building work, Excavator, shovel, backhoes over 3 yards and under 6 yards, Hard tail end d�mp articulating off-roacl equipment 45 yaras and over, Loader- overhead 6 yards to, but not including 8 yards, Muck�ng machine, mo1e, tunnel, cirill andlor shield, Quad 9, HD 41, D-10, Remate control operator on rlibber tired earth moving equipment, Rollagon, Scrapers-self propelled 45 yards and over, Slipfar?n pavers, Transporters, all truck or track cype GROUF 2- Barrier machzne tzipper), Batch Plant Operaor- Concrete, Bump Cutter, Cranes, 20 tons thru 44 tons wath attachmen�s, Crane-overhead, brzdge type-20 �ons through 44 tons, Chipper, Concrete Fump-truck moant �rzth baom attacnment, C�usher, Deck EngineerlDeck Winches (pawer), �rilling machine, Excavatar, shovel, bacxhoe-3yards and under, Finishzng Mach�ne, Bidwell, Gamaca and s�milar eq�iprnent, Guardrail guncn, Horizontal/directional drill operator, Loaders-overhead under 6 yards; Loaders-plant feed, Locomotives-all; Mechanics-all, Mixers-asphalt plant, Mator patrol graders-finishing, Pzledriver (other than crane mount}, Rato-mill,roto-grinder, Screedman, spreader, toos�.de operator-B1aw Knox, Ceclar Rap�ds, �aeger, Caterpillar, Barbar Green, Scraper-sslf propelled, hard tail end dump, articulat�.ng off-road equipment-under 95 yards, Subgrade trimmer, Tractors, backhoes-over 75 hp, Transfer material service machine°shuttle baggy, blaw knox-roadtec, Truck crane oiler/driver-100 tons and over, Truck Mount portable conveyor, Yo Yo Pay dozer GRQJP 3- Conveyors, Cranes-thru 19 tons with attachments, A-irame crane over 10 tons, Drill o�lers-auger type, truck or crane mount, Dozers-D-9 and under, Forklift-3000 lbs and over �azth attachments; Horizontal/dzrectional drill locatar, Ouzside hozsts-{elevators and manlifts?, a�r tuggers, strato tower buckei, elevators, Hydralifts/boom trucks over 10 tons, Loader-elevating type, belt, Motor patrol grader-nonf�.nishang, Plant cwler- asphalt, crusher, Purips-concrete, Raller, plant mix or multi-lift materia.ls, Saws-concrete, Scrpers-concrete and carry-all, Servzce engineer-equipment, Tre�ching machines. Truck Crane Oiler/Driver under 100 tons, Tractors, backhoe 75 hp and under Page �10 � ' ' , �� ' � � , ' C' �I C' ' ' ' , WAl20001 Modificat�on 8 Federal Wage Determ�nations for Highway Construction , �'' ' � ' , u GROUP 4- Assistant Engineer, Babcat, Brooms; Compressor, Concrete fin�sh mahine-laser screed, Cranes-A frame-10 tons and under, Elevator and Manlzft-permanent or shaft type, Gradechecker, Stakehop, Forklifts under 30QQ lbs with attachments, Hydralifts/boom trucks, 10 tons and und�z, 0�1 distribucors, blo,aer d�strabution and mulch seeding operator, Pavement breaker, Posthole digger, mechan?cal, Power plant, Pumps, water, Rzggpr and Bellman, Roller-other than plant m�x, Wh�e2 TL farmai.l type, Shotcrete/gunite equipment aperator Category B Pro�ects 95� of the basic hourly reate for each , group plus ful3 fr�nge benefits applicable to cateqory A pro�ects sha11 appiy to the following pro�ects A Fteduced rates may be paid on the follawing: ' L� t , , , ' ' �� ' , , 1 Pro�ects involving work on structures such as buildings and bridges whose total value is less than $1 5 millian excluding mechanical, electr�ca2, and utzlzty port2o*�s of the contract 2 Pro�ects af less than $1 million where no building �s invalved Surfacing and pav�.ng included, but ut�.lit�es excluded 3 Marine pro�ects {docks, wharfs, etc } less than 5150,400 HAIvDLING OF HAZARDOUS WASTE MATERIALS Personnel in all craft classificatzons sub�ect to working inside a federally designated hazardous perimeter shall be elgibl� for compensation in accordance with tre following group schedule relative to the level of hazardaus waste as outlined in the specific hazardaus waste pro�ect siLe safety plan H-1 Base wage rate when nn a hazardaas waste site when not outfitted wzth protectave cloth�.ng H-2 Class "C" Suit - Base wage rate plvs $ 25 per hour H-3 Class "B" Suit - Base wage rate plus $ 50 per hour H-4 Class "A" 5uit - Base wage rate plus $?5 per hour Zone Differential tAdd to Zone 1 rates) Zane 2 (26-95 radius mil2s) - $ �0 Zane 3{Over 45 radius miles) -$1.00 BASEPOINTS Abertleen, Bellingham, Bremerton, Everett, Kent, Mount vernon, Port Angeles, Port Townsend, Seattle, Shelton, Wenatchee, Yakima WAl20Q01 Modification 8 Federai Wage Determinat�ons for Hrghway Construction Page � 11 . ' Page (12 POWER EQUTPMENT OPERATORS CLASSIE"ICATIQNS GROUP lAAA - Cranes-a�er 300 tons, or 30Q ft of boom (a.�rcludzng �zb with attachments? GROUP 1AA - Cranes 200 to 30Q tans, or 250 ft of boom {including �ib wzth attachments), Tower crane over 175 ft in height, base to baom GROUP lA - Cranes, 100 tons thrs 199 tons, or 150 ft af boor� {zncluding �ib with attachments}, Crane-overhead, bridge type, 100 tons and oJer, Tower crane up to 175 ft in height base to boom, Lcaders-overhead, B yards and over, Shovels, excavator, backhoes-6 yards and aver With attachments GP.OUP 1- C�bleway, Cranes 45 tons thru 99 t�*?s, under 150 ft of z�oam (�.rc'_uding jib with attachments), Crane-overhead, bridge type, 45 tons thru 99 tans, Derrzcks an building work, Excavator, shavel, backhoes over 3 yards and under 6 yards, Hard tazl enci dump articalating off-road equipment 45 yards and over, Load2r- overhead 6 yards to, but not including 8 yards. Muc;cing mac�ine, male, tunnel, drill andlar shield, Q�ad 9, HD 41, D-10, Remote cantrol operatar an rubbez tired earth rnoving eq�ipment, Rollagon, Scrapers-s�lf propelled 45 yards ar.d aver, Slipform pa�rers, Transperters, all truck ar track type GROt3P 2- Barrier macl�ine tzlpper�, Batch Planw Operaor° Concrete, B�mp Cutter, Cranes, 20 tans thru 44 tans with attachments, Crane-overheaa, bridge type-20 tons through 44 tons, Ch�pper, Concrete Pump-truck mount with boom attachment, Crusher, Deck Engineer/Deck Winches {power}, Drilling machane, Excavator, shovel, backhoe-3 yards and under, Finishing Machine, Bidwell, Gamaco and s�milar equipment, Guardrail punch, Horizontal/directional dr�ll operator, Loaders-averhead ur_der 6 yards, Loaders-plant feed, Locomatives-ail, Mechanics-all, Mzxers-asphalt plant, Motor patrol graders-finishing, P�ledrzver (other than crane moant), Rotc-mill,sa�a-gzinde�; Screedman, spreader, togside operator-Blaw K�ox, Cedar Ftapids, Jaeger, Caterpillar, Barbar Green, Scraper-self propeiled, hard taii end dump, articulat=ng off-raad equipment-�ncter 45 yards, Subgrade trsmrr�er, Tractors, backhoes°oVer 75 hp, Transfer material service machine-shuttle buggy, blaw knax-raadtec, Truck crane oiler/driver-100 tons and over, Truck Mount portable conveyor, Yo Yo Pay dozer WAl20001 Modification 8 Federal Wage Determinations for Highway Construction ' , GROUP 3- Conveyors, Cranes-thru 19 tons with attachments, , A-frame crane over 10 tons, Drill oilers-auger type, truck or crane mount, Dozers-D-9 and under, Forklaft-3000 lbs. and over with attachments, Horizontal/direct2onal drill locator, Outside hoists-(elevators and manlifts}, air tuggers, strato ' tower bucket elevators, Hydralifts/boom trucks over 10 tons; Loader-elevating type, belt, Motar patrol grader-nonfinishing, Plant oiler- asphalt, crusher, Pumps-concrete, Raller, plant mix or multi-lift materials, ' Saws°concrete, Scrpers-concrete and carry-all; Servzce eng?neer-equ?pment, Trenching machines, Truck Crane OilerlDrzuer under 100 tons, Tractors, backhoe 75 hp and under 1 ' , GROUP 9- Asszstant Engineer, Bobcat, Brooms, Compressor, Concrete finish mahine-laser screed, Cranes-A frame-10 tons and unde=, Elevator and Manlift-permanent or shaft type, Gradechecker, Stakehop, Forkl�fts under 3000 Ibs with attachments, Hydralifts/boom trucks, 10 tons and undar, Ozl distributars, blower distrzbution and mulch seeding operator, Pavement breaker, Posthoie digger, mechanical, Power plant, Pumps, water, Rigger and Bellman, Roller-other than plant mix, Whee1 Tractors, farmall typ�, Shotcretelgunite equipment �perator ' CATEGORY B PROJECTS 95� OF THE BASTC HOURZY RATE FOR EACH GROUP PLUS iULL FRINGE BENEFITS APPLICABLE TO CATEGORY A PROJECTS SHALL APPLY TO THE FOLLOWING PROJECTS REDUCED RATES MAY BE PRID ON THE FOLLOWING ' 1 Pro�ects involving work on structures ard brzdges whose total value is less million excluding mechanical, electrical, of the contract 2 Pro7ects of less than $1 million where involved Surfacing and paving includzng, utilit�es excludsd 3 Marine pro�ects (docks, wharfs, ect ) such as buildings than $1 5 and utility portions ' ' ' , ' ' ' � no bualding is but less than $150,000 HANDLING OF HAZARDOUS WASTE MATERIALS Personnel in all craft ciassifications sub�ect ta working inside a federally designed hazardous perimeter shall be elgible for compensation in accordance with the fallow�.ng group schedule relative ta the level of hazardous waste as outlined in the specific hazardous waste pro3ect site safety plan N-1 Base wage rate when on a hazardous waste site when not outfitted with protect�.ve clothi.ng H-2 Class "C" Suit - Base wage rate plus $ 25 per hour H-3 Class "B" Suit - Base wage rate plus S 50 per hour H-9 Ciass "A" Suit - Base wage rate plus $ 75 per hour WAl20001 Modi�cation 8 Federal Wage Determinations for Highway Canstruction Page � 13 � ' ENGI0370-002 06/01/2011 ADAMS, ASOTIN, BENTON, CHELAN (EAST OF THE 120TH MERIDIAN), COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN�, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, QKANOGAN (EAST OF THE 120TH MERIDIAN), PEND OREI�LE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA (EAST OF THE 12QTH MERIDIAN) COUNTIES ZONE 1 Rates Fringes Power equipment operators GROUP lA $ 24 91 12 OS GROUP 1 . $ 24 7G 12 D5 GROUP 2 $ 25 08 12 05 GROUP 3 $ 25 69 12 OS GROUP 9 $ 25 65 12 05 GROUP 5 $ 26 Ol 12 05 GROUP 6 . $ 26 29 12 OS GROUP 7 . . $ 26 56 12 OS GROUP 8 . $ 27 66 12 OS ZONE DIFFERENTIAL {Add to 2one 1 rate) Zone 2-$2 00 Zone 1 W�thin 95 mile radzus af Spokane, Pasco, Washington, Lewiston, Idaho Zone 2 Outsiae 45 mile rad�us of Spokane, Pasco, Washington, Lewiston, Iaaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lA Boat Operator, Crush Feeder, Oiler, Steam Cleaner � GROUP 1 B:.t Grinders, Bolt Threading Mach?ne, Compressors (under 2000 CFM, gas, diesel, or electric power}, deck Hand, Drillers Helper (Assist driller in making drill rod connections, service drill engine and air compressor, repair drill rig and drill tools, drive dri11 support truck to and on the �ob sate, remove drill cutt�ngs from around bore hole and inspect drill rig while in operation), Fireman & Heater Tender, Hydro-seeder, Mulcher, Nozzleman, Oiler Driver, & Cable Tender, Muckinq Machine, Pumpman, Rollers, all types on subgrade, including seal and chip coatings t=arm type, Case, John Deere & similar, or Compacting Vibrator}, except when pulled by Dozer with operable blade, Welding Machine, Crane Oiler-Driver (CLD required) & Cable Tender, Mucking Machine WAl20001 Modif�cation 8 Federai Wage Determinations for Highway Construct�on Page �14 1 , ' ' , , � ' ' t , ' ' ' � ' � � GROUP 2 P-frame Tr�ck {single dri.z.*n}, Assistant ReLrigerat�an Plant iuncter 10�?0 ton), Assistant Plant Operator, Fireman or Pugmixer (asphalt), Bagley or Stationary Scraper, Belt Fanisriag Machine, Blower Operator {cement}, Cement Hog, Co�pressor t200G CFM or over, 2 or mor2, gas diesel ar electric powe=), Corcrete Saw (riultiple cut). Distributor I�everman, Dztch G7itch or similar, ElevaCor Hoisting �later�als, Dope Pots (pawer agi�atea?, Fork Lift or Lumber Stacker, hydra-Izft 6 slr�ilar, Gin Trucks (pipeline), Haist, sir.gle drum, Loaders (bscket ele�ators and canveyors), Longitudinal Float, Mixer {partable-concrete}, Pavertent Breaker, Hydra-Hammer & sim�lar, Power Braom, Railroad Ballast Regulatior. Operator tself-propelled}, Railroad Power Tamper Operator {self-propelled), Ra�lroacl Tamper Jack dperator (self-propellAa, Spray Cura.ng Machine (cancretey, Spreader Box (self-propelled}, Straddle Buggy (Ross & s�milar on construction �ob or,ly}; Tractor (Farm type R1T wzth attachment, except Backhoe}, Tt�gger Operator GROUP 3 A-frame Truck {2 or more drums), Assistant Refr?qeration Plant & Chiller Operator (over 1Q04 ton}, Backf�.11ers (Cleveland & sim�lar), Batch Plant 6 Wet Niix Operator, single u:�it {concrete}, Belt-Crete Conveyars with power pack or siri�lar, Belt Loader (Kocal or similar), Bending Machine, Bob Cat (Skid St�er), Borang Machine (earth) , Boring Machir�e (rock under 8 in�.h b�.t) {�uarry Master, Joy or similar), Bump Cutter (inlayne, Saginau or sim�.lar), Canal Lining Machine (concrete), Cha.pper {without crane}, Cleaning & Doping Machine (pipeline}, Deck Engineer, Elevating Belt-type Loader (Euclid, Barber Green & sim�.lar), Elevatzng Grader-type Loader (Dumor, Adams or similar), Generator Plant Engineers {dzesel or electric}; Gun:�ite Combination Mixer & Compressor, Locomotive Engineer, Mixermebile, Mucking Machine, Postho�e Auger ar Punch, Pump (grout or �et}, Soil Stabilizer {P & H or similar), Spreader Machine, Dozer/Tractor (up to D-6 or eq�ivalent? and Traxcavator, Traverse Finlsh Machine, Turnhead Operator GROUP 4 Concrete Pumps (squeeze-crete, flow-crete, p�amp- crete, Whitman & similar), Curb Extruder (asphalt �r concre�e), Drills (churn, core, calyx or diamond}, Equipment Servicetnan, Greaser & Oiler, Hoist (2 ar more drums or Tower Hoist), Loaders {overhead & front-end, under 4 yds RIT}, Refrigeration Plant Engineer {under 1000 ton}, Rubber-tired Skidders {R/T with or without attachments), 5urface Heater & Plant Machine, Trenching Machines (under 7 ft depth capacity}, Turnhead (with re-screening}, Vacuum Drill (reverse c�rculation drill under 8 inch bit) WAl2Q001 Modification 8 Federal Wage Determinatians for Highway Construction Page `15 ' ' GROUP 5 Backhoe {under 45,000 gwj, Backhoe & Hae Ram (under 3/9 yd ), Carrydeck & Boom Truck {unaer 25 tons), Cranes (25 tans & under), aIl attachments including clamshell, drag.iine, Derricks & Stifflegs (under 65 tons}, Drilling Equ�pment{$ inch bat & over) {Robnins, reve�se circulation & similar}, Hoe Rarn, Piledrivinq Engineers, Pav�ng (dual dram), Railroaa Track Liner Operaotr (self-propelled), Refr�.geration Plant Engineer {1000 tons & over), Signalman {Whirleys, Highlane Hammerheads or simiiar}, Graae Checker GROUP 6 Aspnalt Plant Operatox, Automat�c Subgrader (Ditches & Trimmers){Autograde, ABC, R A Hansen & similar on grade wire); Backhae {45,OOd gw and over to 110,OOQ gw), Backhoes & Hoe Ram (3i4 yd to 3 yd }, Batch Plant {over 4 units), Batch & Wet Mix Operator (z*�ultiple units, 2& incl 4), Blade Operator (motar patrol & attachm�nts}, Cable Controller (d�spatcher}, Compactor (self-prapelled with blade}, Co~�crete Pur�p Hoom Truck, Concrete 51ip Form Paver, Cranes (over 25 tons, to and i�cluding 45 tans), all attachments includirg clamshell, dragline, Crusher, Grizzle & Screening Plant Operatar, Dozer, 834 RIT & similar, Drill Doctor, Loader Operator {frant-end & overhead, 4 yds incl 8 yds }, Mul�iple Dazer Units with single nlade, Paving Machzne (asphalt ar.d concrete}, Quad-Track ar similar equipment, Rallerman ifinishing asphalt pavemer.t), Roto Mill ipavement gr�.nder}, Scrapers, all, rubber-tired, Screed Operator, Shovel(under 3 yds ), Trenching Machines {7 ft depth & ove�), Tug Boat Operator Vactor guzzler, super sucker, Lime Batch Tank Operator {REcycle Train}, Lime Hrain Operator (ftecycle Trai�), Mobile Crusher Operatar (Recyele Tra�n) GROUP 7 Backhoe {over 110,000 gwj, Backhoes & Hae Ram (3 yds & over), Blade {finish & biaaetop} Automazic, CMI, PBC, Finisn Athey & Huber & similar when used as automatic, Cableway Operators, Cancrete CleaninglDecontamination machine operator, Cranes tover 95 tons to but not �.ncluding 85 tons), all attachments including clamshell and dragine, Derricks & Stzffleys {CS tons & over), Elevat�ng Belt (Holland Lype), Heavy equzprnent robotics operator, Loader {360 degrees revolving Kaehring Scooper or similar}, Laaders {overhead & front-end, oJer 8 yds to 10 yds ), Rubber-tired Scrapers (multipie engine with three or mare scrapers}, Shovels (3 yds 6 over), Wh�.rleys & Hammerheads, ALL. H D Mechanic, H D Welder, Hydraulic Platform Trailers {Goldhofer, Shaurerly andS�.milar), Ultra High Pressure Waterzet Cutting Tool 5ystem Operator (30,000 psi), Vacuum Blasting Machine OperaLOr Page � 16 _ ' ' ' L� ' � u � ' ' � u �1 ' I � 1 WAl20001 Modification 8 Federai Wage Determinations for Highway Construction � � 1 , � ' GROUP 8 Cranes (85 tQns ana over, and all climbing, overhead,rail and toc,rer), a11 attachrnents including clamshell, dragline, Loaders (overhead and front-end, 10 yards and �ver), �ei�copter Pilot BOOM PAY (All Cranes, Includinq Tower) 18G ft ta 250 ft $.50 over scale Over 250 ft $.80 over scale Page �17 � NOTE Ir. comp�ting the lenqth of the boom on Tower Cranes, they shali be measured from the base of the Tower to the point �f the boom ' � � ' ' � ' ' � � I t I ' HAZMAT Anyone working on HAZMAT �obs, working orith suppliea air shall receive S1 00 an hour above classification ENGI0612--006 06/01/2Q11 LEWIS,PIERCE, PACIFIC {portion lying north of a parallel l�ne extpnding west from the northern boundary af Wahkaikum County to tne sea) AND THURSTON COUNTIES ON PROJECTS DESCRIBED IN FOOTNOTE A BELOW, THE RATE FOR EACH GROUP SHALL BE 90� OF THE BASE RATE PLUS FULL FRINGE BENEFITS ON AI,L OTHER WORK, THE FOLLQuJING RATES APPLY Zone 1 {0-25 radius r�iles) Power equipment operators GROUP lA GROUP lAA . GROUP lAAA GROUP 1 GROUP 2 . GROUP 3 . GROUP 9 . Rates . $ 35 73 $ 36 36 $ 36 92 $ 35 24 . S 39 75 S 39 33 $ 31 97 Fringes 15 15 15 15 15 15 15 15 15 15 15 15 15 15 Zone Differential (Add to Zone 1 rates). Zone 2(26-45 radius miles) _$ 74 Zone 3(Over 45 radius m�les} -$1 00 BASEPOINTS CENTRALIA, OLYMPIA, TACOMA POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1 AAA - Cranes-over 300 tons or 300 ft of boom {inciuding �ib wzth attachments) GROUP lAA - Cranes- 20Q tonsto 300 tons, or 250 ft of boom (including �ib with attachments, Tower crane over 175 ft in height, bas to boom WAl200d1 Modification 8 Federal Wage Determinations for Highway Canstruction I � Page �18 GROUP lA - Cranes, 100 tons thru 199 tons, or 154 ft of baom {including �ib with attachments), Crane-overhead, bridge type, 100 tons anci over, Tawer crane up to 175 ft in height base �o baom, Laaders-overhead, 8 yards and over; Shovels, excavator, backhoes-6 yards and over with attachments GROUP 1- Cableway, Cranes 45 tons thru 99 tons under 150 ft of boom (including �ib with attachments), Crane-averhead, brzdge type, 45 tons thru 99 tons, Derracks on building work, Excavatar, shovel, backhces over 3 yards and under 6 yards, Hard tail end dump articulating off-road equ�pment 95 yards and aver, Loader- overhead, 6 yards to, but not includ�ng, 8 yards; Mucking machine, mole, tunnel, drill and/or shield, Quacl 9 HD 91, D-10, Remote control operator on rubber tired earth moving eq�sipment, Ftollagon, Scrapers- self-prop�lled 95 yards and o=✓�r, Slipform patrers, Transporters, all track or truck type GROJP 2- Barrier mach�.ne izipper), Batch Plant Operator- concrete, Bump Cutter, Cranes, 20 tans thru 49 tons with attact^.ments, Crane-Overhead, bridge typ�, 20 tons through 94 tons, Chipper, Concrete pump-truck mount with boom attachment, Crusher, Deck engineer/deck winches (power); �3rillzng mach�ne, Exeavator, shovel, backhoe-3 yards and ,�nder, Finashing machine, Bidwell, Gamaco and similar equipment, Guardrail punch, Loaders, averhead under 6 yards, Loaders-plant feed, Locomotives-all, Mechanics- all, N.ixers, asphalt plant, Motar patrol graders, finishing, Piledriver {other than crane mouat), Roto-mill, roto- grinder, Screedman, spreader, tapside operator-Blaw Knox, Cedar Rapids, Jaeger, Caterpillar, Barbar Green, Scraper-self- nropelled, hard tail end dump, articulating off-road equipment- under 45 yarcis, Subgrader trimmer, Tractors, backhae over 75 hp, Trar_sfer material service machine-shuttle buggy, Blaw Knax- Roadtec, Truck Crane ailer/driuer-100 tons and over, Truck Mount Portable Conveyor, Yo Yo pay GROUP 3- Cor,veyors, Cranes through 19 tans with attachMents, Crane-A-frame over 10 tons, Drill oilers-auger type, truck or crane mount, Dozer-D-9 and under, Forklift-3004 lbs and over with attachments, Horizontaltdirectional drzll locatar, Outside HQists-(elevators and manlifts), air tuggers, strato tower bucket elevators, HydraliftsJboom trucks over 10 tons, Loaders-zlevating type, beit, Motor patrol grader-nonfinish�.ng, Plant oiler- asphalt, crusher, Pump-Concrete, Roller, plant mix or multi-lfit materials, Saws-concrete, Scrapers, concrete and carry all, Service engineers-pquipment, Trenching machines, Truck crane oilerldriver under 1Q0 tons, Tractors, backhoe under 75 hp WAl20001 Modification 8 Federal Wage Determinations for Highway Construction �J ' ' 1 ' 1 ' , t ' � ' 1 GROUP 9- Assistant Engineer, Bobcat, Brooms; Compressor, Cancrete F�nish Machine-laser screed, Cranes A-frame 10 tons and under, Elevator and manlift {permanent and shaft type), Forklzfts-under 3004 lbs w�th at�achments, Gradechecker, staker.op, Hydraliftslboom trucks, 10 tons and urder, Oil distributors, nlower distribution and mulch s2eding operator, Pavement breaker, Posthale digger-mechanical, Pawer plant, Pumps-water, Ftzgger and Bellman, Ro11er-other tnan plant mix, Wheel Tractors, farmall type, Shotcrete/gunite equipment aperator FOOTNOTE A- Reauced rates may be paid on the following 1 Pro�ects �nvolving work on structures such as buildings ana bridges whose total value is less than S1 5 million excluding mechanical, electrical, and utzlity portiors of the contract 2 Pro�ects of less Lhan $1 mill�on where no bu�lding is involved Surfacing and paving included, b�t at�.11ta.es excluded 3 Marine pro�ects tdocks, wharfs, etc ) less than 5150,000. HANDL?NG OF HAZARDO[1S WASTE MATERIALS Personnel in all craft classifications sub�ect to workzng inside a federally des�gnated hazardous perimeter shall be elgible for compensation in accardance w�th the following group schedule relative to rhe level of hazardous waste as outlined in the specific hazardous waste praaect site safety plan H-1 Base wage rate when on a hazaraous waste szte when not , outfitted with protective clothing H-2 Class "C" Suit - Base wage rate plus S 25 per haur H-3 Class "B" Suit - Base wage rate plus $ 50 per hour H-4 Class "A" Suit - Hase wage rate plus $ 75 per hour ENGIO'I01-002 O1/O1/2012 CLARK, COWLITZ, KLICKKITAT, PACIFIC {SOUTH}, SKAMANIA, AND WAHKIAKUM COUNTIES POWER RQUIPMENfi OPERATORS ZONE 1 Rates Fringes ' Power equipment operators (See Footnote A) GROUP 1 . . GROUP 1A . ' GROUP 1B . GROUP 2 GROUP 3 GROUP 4 . ' GROUP 5 GROUP 6 $ 37 27 $ 39 13 $ 41 QO $ 35 64 S 34 64 $ 33 71 $ 32 60 $ 29 61 Zone Differential (add to Zone 1 rates) � Zone 2 - $3 00 Zone 3 - $6 00 ' WAl20001 Modification 8 Federal Wage Determinat�ons for Highway Construciion 12 Q$ 12 08 ?2 os 12.08 i2 os 12 08 12 0$ 12 08 Page ( 19 ' Page (20 ror the follawing metrogalztan counties MUiTNQ�lAH, CLACKAMAS, MARION, FIASHINGTON, YAMHILL, AN� COLUMBIA, CLARK, AND COV+T�TTZ CQUIVTY, WPSHINGTON WITH MQDIFICATIONS AS INDICATED All �obs or pro�ects locatea zn Multnamah, Clackamas and Marion Counties, West of the western boundary of r9t Hood National For�st and West of Mile Past 30 on Interstate 84 and West af NJzle Post 30 on State ri�ghway 26 and West af Mile Post 30 or_ Highwa�� 22 and all aobs or pro�ects located �.n Yamh�11 Coun�y, Wash�.ngton County and Columbia County and all �obs or por�ects located in Clark & Cawlitz County, Washingtan except that portion of Cowlitz Coanty in the Mt St Helens "Blast Zone" shall receive Zone I pay far all classif?cations A11 �obs or pro�ects located zn the area outssde the a.dentified boundary above, but less than 54 miles from the Portiand Crty Hall shall receave Zane II pay for all classificatio�s All ]obs or pro;ects located more than 50 m�les from the Portlana City Hall, but outside the ident�fied border above, shall receive Zone TII pay for all classiticatians For the follow�nq czties ALBANY, EENB, COOS BAY, EUGENE, GRAiVTS PASS, KLAMATH FALLS, MEDFOR�, ROSEBURG All �obs or prc�ects lacaLed with�n 30 m�.les of the respective city hall af the above mentioned czt�es shall rece�ve Zor,e I pay for all classificat�.ans Al1 �obs or pro�ects laca�.ed �ars than 3Q miles and less than 50 riiles frcm the respective caty hall of the above mentionea cities shall receive Zone II pay for all classifications All �obs or pro�ects located more than 50 miles from the respect�ve city hall of the above mentioned ciries sha�l rece�ve Zore III pay far a11 classifications WAI20001 Modi�cation 8 Federal Wage Determ�nations for Highway Construction � ' � ' ' � ' ' ' ' � l l ' , 1 �J ' � POv7ER EQUI?MENT OPERRTORS CLASSIFICATIONS GROUP 1 CONCRETE Batch Plant andlor Wet Mix Gperator, three units or r*�ore, CRANE Hel�copter Operator, whe;a used � n erecting work, Whirley Ooeratar, 90 ron ar,d over, LATTICE BOOM CRANE 4peratar 200 tons through 299 �ons, and/or over 20Q feet boom, HYL�RAULIC CRANE Hydraulic Crane Operator 90 tons throUgn 199 tons wzth luff�ng or tawer attachments, FLOATING EQUTPMENT Float�.ng Crane, 150 t�n bat less �han 250 ton GROUP 1A HYDRAULIC CRANE Hydraulic Qperatar, 200 tons and aver (with luffing ar tower at�achm2nt}, LPTTICE BOOhi CRANE Operatar, 200 tons through 299 tozs, with over 200 feet boom, FLOATING EQUIPMENT Floata.ng Crane 250 ton and aver GROUP 1B LATTICE HOOM CRANE Operator� 300 tons through 399 tans with over 200 feet boom; Operator 4Q0 tons ana over, FLOATING EQUIPMENT Floating Crane 350 �on a�d over GROUP 2 ASPHALT Asphalt Plant Operator {any type), Roto Mill, pavement profiler, operator, 6 foot lateral cut and over, SLADE Auto Grader or "Tr�mmer" (Grade Checker required), Blade Operator, RO}JOt1C, BU Bulldozer aperator Gver 120,t300 lns and abave, Bu'�dozer operator, twin engine, Bulldozer Operator,tandem, quadnzne, D10, D1?, and sim.�lar type, Hulldozere Robotic Equipment (any type, COE3CRETE Bateh Plant andlor Wet Mix Operator, one and twa drum, Autamatic Concrete Slzp Farm Paver Operator; Concrete Canal Line Operator, Concrete Prof�ler, Diamond Head, CRANE Cableway Operator, 25 tons and over, HYDRAULiC CRANE Hydraulzc crane operator 90 tons through 199 tons (without luffing or tower attachment), TOWERIWHTRLEY 0?ERfiTOR Tower Crane Operator, Wnarley Operator, ander 90 tons, LA!TICE BOOM CRANE 90 through ],99 tons and/ar 150 to 200 feet boom, CRUSHER Crusher Plant Operator, FyOATING EQUIPMENT Floatzng Clamshell, etc operator, 3 cu ycis and over, Floating Crane (derrick barge) Operator, 30 tons but less than 150 tons, LOADERS Loaaer aperator, 120,�Q0 lbs and anove, REMOTE CONTRdL Remote cantrolled earth-maving equipment, RUBBER-TIRED SCFtAPERS Rubber- tired scraper operator, wzth tandem scrapers, multa-engine, SHOVEL, D:2AG�INE, CLAMSHELL, SKOOFER OPERATOR Shovel, Dragline� Clamshell, operatar 5 cu yds and over, TRENCHING MACHZNE Wheel Excavator, under "I50 cu. yas per hour (Grade Oiler requzred}, Canal Trimmer (Grade o�i�r required), Wheel Excavator, over 754 cu yds per hour, Band 6Jagor. {in con�,�nction with wheel excavatorj , UNDERWATER EQUIPMENT Underwater Equipment Operator, remote or otherwzse, HYDRAOLFC HOES-EXCAVATOR Excavator over 130,OOQ lbs , HYDRAULIC CRANE Hydraalic crane operatar, 54 tons through 89 tnns (with luffing ar tower attachment), WAl20001 Modification 8 Federal Wage Determinations for Highway Construction Page �21 ' ' GROUP 3 BULLDOZERS Bulldozer operatar, over 70,000 lbs up to and inclu�ing 12Q,000 lbs , HYDRA�LIC CRANE Hydraulic crane operator, 54 tons through 89 tons (without luffing or tower attachment), LATTICE BOOM CRANES Lattice Boom Crane-50 through 69 tons (and 2ess than 150 feet boom), FORKLIFT Rock Hound Operator, HYDRAULIC HOES-EXCAVATOR excavator over 80,000 lbs. trrough 130,000 lbs , LOADERS Loader aperator 60,000 and less than 120,000, RUBBER-TIRED SCRAPERS Scraoez Operator, with tandern scrapers, Self-loading, paddle wY:eel, auger type, finish and/or Z or more units; SHOVEL, DRAGLINE, CLAMSHELL,SKOOPER dPERATOR Shovel, Drag�zne, Clamshell aperatars 3 cu ycis but �ess than S cu yds GROUP 9 ASPHALT 5creed Operator, Asphalt Paver operator (screeman requzred}, BLADE Blade op2rator, B?ad° operator, finish, Blade operator, externally cantroll.ed by electronic, mechanical nydraulic means, Blade operator, multi-engine, BULvDOZERB Bulldozer Operator over 20,040 lbs and more than 100 horse up to 70,000 lbs, Drill Cat Operatar, Side-boom Operator, Cable-P1ow Operator (any type), CLEARING Log 5kidders, Chippers; Incinerator, Stum� Splitter (loacler mounted or similar type), Stump Gr�,nder {lcader mounteci or ssmilar type, Tub Grinder, Land Clearing Machine (Track mounted forestry mowing & grinding machine), Hydro Axe {loader mounted ar s�.malar type), COr1PACTQRS SELF-PROPEL�.ED Compactor Operator, with blade, Compactor Qperator, multi-engine, Compactor Operator, robotic, CONCRETE Mixer Mobile Operator, Screed Operatar, Concrete Cooling Machine Operatar, Concrete Paving Road t4ixer, Concrete Breaker, Reinforced Tank Banding Machlne (K-17 or similar types), Laser Screed, CRANE Chicaga boom and simi:.ar types, Lift Slab Machine Operator, Boorn type lift�ng device, 5 ton capacity or less, Hoist Operator, two (2) drum, Hoist Operator, three (3) ar more drums, Derrick operatar, under 100 ton, Hoist Operator, stiff leg guy derrick or sim=lar type, 50 ton and over, Cableway Operator up to twenty (25) tan, Bridge Crane Operator, Locomotive, Gantry, Overhead, Cherry Picker or szmzlar type crane, Carry Deck Operatar, Hydraulic Crane Operator, under 50 tor.s, LATTICE BOt�M CRANE OPERAiOR Lattice Boom Crane Operator, under 50 tons, CRUSHER. Generator Operator, Diesel-Electric Eng�neer, Grizzley Qperator, Drill Doctor, Boring Machine Operator, Driller-Percussion, Diamond, Core, Cable, Ftotary and similar type, Cat Drzll (Jonn Henry), Directianal Drill Operator over 20,000 lbs pullback, FLOATING EQUIPMENT Diesel-electric Engineer, Jack Operator, 2levating barges, Barge Operator, self- unlaading, Piledriver Operatar (not crane type) (Deckhand required), E'loating Clamshelll, etc Operator, under 3 cu yds (Firernan or Diesel-Electric Engineer requzred), Float�ng Crane (de�rick barge} Operator, less than 30 tons, GENERATORS Generator Operator, Diesel-electric Engineer, GUARDRAZL EQUIPMEI�T Guardrail Punch Operator (all types;, Guardrail Auger Operator tall types), Combination Guardrail machines, i e., punch auc}er, etc , HEATING PLANT Surface Heater ar.d Planer Operator, HYDRAULIC HOES EXCAVATOR WAl20001 Modificatian 8 Federal U1lage Determinat�ons for Highway Construction Page �22 � t � ' 1 C ' � � ' ' l _.l 1 1 ' , ' ' ' , Page �23 , Robotic Hydraulic backhoe operator, traex and wheel type up , to and zncludirg 20,0000 lbs wzth any ar all attachments, Excavator Operator over 20,000 lbs through $0,000 lbs , LOADERS Belt Loaders, Kolman and Ko Cal types, Loa�ers Operator, front end and overhead, 25,000 lbs and less than , 60,000 lbs, Elevating Grader Opezator by Tractar operatar, Sierra, ��.�clid or similar types, PILEDRIVERS Hammer Operator, Paledriver Operator (rot crane type), PIPELINE, SEWER UTATER Pipe Cleaning Machine Operator, Pi�e Doping , P�Iachine Operator, P�ge Bending Machine Operator, Pipe Wrapping Machane Operatar, Barirg Mach�ne Operator, Hack Filling Machine Operator, REMOTE �ONTROL Concrate Cleanin� Decontamination Machine Operator, Ultra High Pressure Water ' Jet Catt�ng Tool System Operator/Me�hanic, Vacuum Blasting Machine OperatorJmechanic, F2EPAIRMEN, HEAVY DJTY Dxesel Electric Engineer {Plant or Floatinq, Balt Th�eadinq ' Iiachine operator, Drill Doctor (Bit Gra.nder;, H D Mechanic, Machine Toal Operator, RUBBER-TIRED SCRAPERS Rubber-tired Scrap�r Operator,s�ngle engine, single scraper, Self-loading, pacldle wheel, auger type uncier 15 , cu yds , Rubber-t�red Scraper Operator, twin engine, Ftubber-tired Scraper Operator, with push° ull attachments, Self Loading, paddle wheel, auqer type 15 cu yds and over, single engine, Water pulls, water wagans, SHOVEL, ' DRAGLINE, CLAMSHELL, SKOOPER OPERATOR Qa.esel Electric Engineer, Stationay Drag Scraper Operator, Shovel, Draglzne, Clamshell, Operator under 3 cy yds ; Grade-all Operator, SURFACE (BASE} MATERIAi Blade mounted spreaders, ' Ulrich and similar types, TRACTOR-RUBBERED TIRED Tractor operator, rubber-tired, over 50 hp flywheel, Tractor operator, with boom attachment, Rubber-tired dozers and pushers (Michigan, Cat, Hough type}, Skip Loader, Drag Box, ' TRENCHING MACHINE Trenching Machine operatar, digging capacity aver 3 ft depth, Back filling mach�ne operator, TUNNEL Mueking machine operator , ' , f _1 ' ' ' WAl20001 Modification 8 Federal Wage Determinations for Highway Construction � LJ � GROUP 5 ASPHALT Extrusa.on Machine Operatar, Roller Operator (any asphalt mix), Asphalt Burner and Reco�clitioner Operator (an� type), Roto-Mill, pavement prof}ler, ground man, BULLDOZERS Bulldozer operator, 20,000 lbs or less ar lOQ horse or less, COMPRE5SORS Compressor Operator {any power), aver 1,250 cu ft tatal capacity, COMPACTORS Campactor Operatar, including vibratory, Wagner Pactor Operator or similar type {without blade), CONCRETE Combinat�on mixer and Compressor Operator, gunite work, Concrete Batch Plant Quality Control Operator, Beltcrete Operator; Purnperete dperator (any type), Pavement Grinder and/or Grooving Machine Operator (riding type), Cement Pump Qperator, Fuller--Kenyon and similar, Concrete Pump 4perator, Grouting Machine Operator, Concrete mixer operatox, single drum, under (5) bag capac�ty, Cast zr. place pipe laying ma�hzne, mag}nnis Internal F111 slab vibrator operator, Can�rete finisning mahine operator, Clary, Johnson, Bidwell, Burc3ess Br�.dge deck or similar type, Csrb Machine Operator, mechanical Berm, Curb and/or Curb and Gutter, Concrete Joint Machine Operator, Cor.crete Planer Operator, Tower Mobile Operator, Power Jumbo Operator setting sl�p forrts in tunnels, Slzp Farm Pumps, power driven hyaraul�c lifting device for concrete forms, Concrete Paving Machine Ogerator, Concrete Finishing Machine Operater, Concrete Spreader Operatar; CRANE Helicopter Hoist Operator, Ho3st Operator, single drum, Elevatar Operator, A-frame Truck flperator, Double drum, Boom Truck Operatar, HYDRAULIC Ci2ANE OPERATOR Hydraulic Boom Truck, Pittman, DRILLING Churm Drill anci Earth Bor�.ng Machine Operator, vacuum �ruck, Directianal Bril1 Operator over 20,000 lbs pullback, FLOATING EQUIPMENT Fireman, FORKLIFT Fark Lift, aver 10 ton andlor robot�c, HYDRAULIC riOES EXCAVATORS H;�draul�c Backhoe Op2rator, wheel type (Ford, John Deere, Case type}, Hydraulic Backhoe Operatar track type up to and including 20,000 lbs , LOADERS Laaders, rubber- tired type, less than 25,000 lbs, Elevating Grader Operator, Tractor Towed requiring Operator or Grader, Elevating loaaer operator, Athey and sim�lar types, OILERS Service o�ler (Greaser}; PIPELINE-SEWER WATER Hydra hammer or sim�air types, Pavernent Breaker Operator, PUMPS Pump Operator, more than 5{any size}, Pot Rammer Operator, RAILRQAD EQJIPMENT Locomotive Operator, under 40 tons, Ballast Regulator Operator, Ballast Tamper M�slti-Purpose Operator, Track Liner Operator, Tie Spacer Operator, Shuttle Car Operatar, Locomotive Operator, 90 tons and over, MATERIAL HAULFtS Cat wagan DJBs Volvo similar types, Conveyored material hauler, SURFACING (BASE} MATERIAL Rock Soreaders, self-propelled, Pulva-mixer or s�milar types, Chiip Spreading machine operator, Lime sprzading operator, construction �ob siter, SWEEPERS Sweeper operatar iWayne type) self-propelled construction �ob s�te, TRACTOR-RUBBER TIRED Tractor operator, runber-tired, SO hp flywheel and under, Trench�.ng machine aperator, maximum digging capacity 3 ft depth, TUNNEL D�nkey WAl20001 Modification 8 Federa{ Wage Determmatians for Highway Construct�on Page (24 � � ' ' ' �� ' �� ' � � LJ 1 ' ' ' u ' l� ' ' �I , ' ' ' , ' � ' ' l I , ' ' , GROUP 6 ASPHALT Plant Oiler, Plant Fireman, Pugmall Operator (ar.y type}, Truck mounted asphait spreader, with screed, COMPRESSORS Compressor Operator (any poiaer}, undez 1,250 cu ft total capacity, CONCRETE Plant Oiler, Assistant Conveyor Operator, Conveyor Operator, Mzxer Box Operator (C T B, dry batch, etc ), Cement Hag Ope�ator, Concrete Saw Operator, Cancrete Curing Macn.�ne Operator (r�d�ng type), Wire �Iat or Broo�znc} Machzne Operator, CRANE Oiier. Fireman, all equ�pment, Truck Crane Oiler Dr=ver, A-frame Truck Operator, single cirum, Tugger nr Cofiin Type Hoist Operator, CRUSHER Crusher Oiler, Crusher Feederman, CRUSHER Crusher o�.ler, Crusher feederman, DR�LLING. Dr�.11 Tender, Auger Oiler, FLOATING EQUIPMENT Deckhand, Boatman, FORKLIFT Self-propelled Scaffolding Operator, construction �ab site {exclduzng workina platform}, Fork Lift ar Lumber Stacker Operator, constrE.:ctaon �ob sate, Ross Carrier Operator, construction �ob site, Lull Hi-L=ft Operator or Similar Type, GUARDFcAIL EQUIPMENT Oiler, Auger Oiler, Ozler, comb�.nation guardrail machines, Guardrail Panch Oiler, HEATING PLANT Temporary Heating Plant Operator, LOADERS Bobcat, skid steer (less than 1 cu yd }, Bucket Elevator Loader Qperator, BarberGreene and similar types, OILERS Oiler, Guardrail Puncr Oiler, Truck Crane Oiler-Driver, Auger O:ler; Grade Oiler, required tc check grade, Grade Checker, Rigger, PIPELINE-SEWER WATER iar Pot Fireman, Tar Pot Fireman {power agitated), PUMPS Pump Operator iany power), Hydrostatsc Pump Operator; RAILRQAD EQOIPMENT Brakeman, Oiler, Switchman, Matorman, Ballast Jack Tamper Operator, SHOVEL, DRAGLINE, CLAriSHELL, SKOOPER, ETC OPERATOR Oiler, Grade Oiler {requ�red to check grade), Grade Checker, Fireman, SWEEPER Broom operator, self propelleci, construction �ob site, SURFACING (BASE} MATERIAL Raller Operator, grading of base rock (not asphalt}, Tamping Machine aperartor, mechanical, self°propelled, Hydrographic Seeder Machine Operatar, TRENCHING MACHINE Oiler, Grade Oiler, TUNNEL Conveyor operator, Air f�.ltration equzpment operator -------- -----------------------------------------------------_--- ' WAl20001 Modification 8 Fede�al Wage Determmations for Highway Construction Page �25 L�l IR�NOd14-005 OlID112012 ADAMS, ASJTIN, BENTON, COLUMBIA, DQUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, QKANOGAN, PEND ORIELLE, SPOKANE, STEVEIvS, WALLA U�ALLA AND WHITMAN COUNTIES Rates �Fringes IRONWORKER . ..$ 31 35 20 1C ------------°-----------------------------------------------°--- IRON0029-Ofl2 01lC1I2012 CLARK, COwZTTZ, KLICKITAi, PhCIFIC, SKANSANIA, AND WAHKAIKUNS CQUNT�ES Rates Frir.ges IRQN690RKER . $ 33 87 20 10 ---------------------------------------------------------------- IRON0086-002 071O112010 YAKIMA, KI!iITAS AND CHELI3N COUNTIES Rates E'r�.nges IRONWORKER . $ 31 03 19 60 -----------------------°-----------------------°----°----------- IRON0086-004 O1I01/2012 CLALLAM, GRAYS HARBOR, ZSLAND, JEFFERSON, KING, KITSAP, LEWZS, MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCONI COJNTIES � Rates Fringes IRONWORKER . $ 37 89 20 1� -----°-------------------------°-------------------___---------- Page J 26 WAl20001 Modification 8 Federat Wage Determinations for Highway Construction ' ' ' 1 ' ' , ' � ' � � ' ' ' ' 1 ' Page � 27 LAB0004a-002 06/01/20Q9 ZONE 1 Rates Fringes Laborers CALLFin9, GRAYS HFiRBOR, ISLAND, JEFFERSON, KING, KZTSAP, LEWIS, MASON, PACIFIC {NQR`"H OF STRAIGHT �INE MADE BY EXTENDING THE NQRTH BOUNt?ARY WAI-1KIAKUM COi1NTY WEST TQ THE PACIEIC OCEAN}� PIERCE� SAN JUAN�SKA�IT� SNOHOMISH, THUR.STON AND WHATCQM COt3N""TES GROUP 1 . $ 21 77 9 07 GRflUP 2 .$ 24 86 9 07 GROUP 3. . .$ 3Q 96 9 07 GRC7li2 9 .. $ 31 ?0 9 0� GRQ[�P 5 $ 32 21 9 07 CHELAN, DOUGi.,AS t�^1EST OE THE 120TFi MERIDIAN; , KITTITAS AND YAKIM.A CQUNTIES GROUP 1 $ 17 95 9 07 GFtOUP 2 $ 20 58 9 07 GROUP 3 . . S 22 54 9 07 GROUP 4 . $ 23 09 9 07 GROUP 5 . $ 23 48 9 07 SASE POINTS BELLINGHAM, MT VERNON, EVERETT, SEATTLE, KENT, TACOMA, C}LYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT TOWNSEND, P^t ANGELES, AND BREMERTON ZONE 1- Pro�ects within 25 radius miles of the respective city hall ZONE 2- More than 25 but less than 45 radius miles from the respec�ive c�.ty ha_1 ZONE 3- More tnan 45 radius miles from the respect�ve city hall ZC}NE DIFFERENTIAL (AD� TO ZONE 1 RATES) ZQNE 2 - $1 lJ0 ZONE 3 - $1 30 BASE POINTS CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1- Pro�ects within 25 radzus miles of the respective city hall ZONE 2- More than 25 radius miles frorn the respectave city hail ZONE DIFFE�ENTIAL {ADD TQ ZONE 1 RATESj ZONE 2 - $2 25 WAl20001 Modif�cation 8 Federal Wage Determinations for Highway Construction ' ' LABORERS CLASSTFTCATTQNS GROUP 1 Landscaping and Plantirg; Watc}unan, Window WasrertCleaner (detail c�ean-up, such as but r.ot l�mited to cleaning floars, ce�lings, wa11s, windows, ecc , priar to final acceptance by the owner) GROUP 2 Batch Weic}hman, Crusher �'eeder, Fence Labarer, Flagman, Pilot Car GROUP 3 Generai Laborer, Air, Gas, or Electrac Vibrating Screed, Asbestos Abatement Laborer, Ballast Regulator Machine, Brush Cutter, Brush Hog Feeder, Burner, Carpenter Tender, Cement Finisher Tender, Change House or Dry Shack, Cnipping Gun (under 30 lbs ), Chaker Setter, Chuck Tender, Clean--up Labc�rer, Concrete Form Stripper, Curing Laborer, Demolition iwreck�ng and moving inclading cha�red material}, Ditch Digger, Dump Person, F�ne Graders, Firewatch, Fnrm Setter, Gabian Basket Builders, Graut Mach_ne Tender, Grinders, Guardrail Erector, Hazardous Waste Worker {Level C uses a chem�cal "splash suit" and air purifying respiratar), Maintenance Person; Material Yard Person, Pot Tenaer, Rip Rap Person, Riqgers, Scale Pezson, Sloper Sprayer, Signal Person, Stocx Pzler, Stake Hopper, �'oolroom Man (at �ob site}, Topper-Tazler, Track Laborer, Truck Spotter, ��inyl Seamer GROUP 4 Cement Dlimper-Paving, Chipping Gun {over 30 lbs ;, Clary Power Spreader, Goncrete DumperlChute Operator, Concrete Saw Operator, Drill Operator {hydraul�c, diamand, aiartrac), Faller and Bucker Cha�n Saw, Grade Checker and Trans�t Person, Groutmen {pressure) including post tenskon beams, Hazardous Waste Worker {Level B uses same respirator protection as Level A A suppliea air izne is provided in con�unctian with a chemical "splash su�t"), High Scaler, Jackhammer, Laserbeari Operator, Manhole Bailder-Mudman, Nozzleman {concrete pump, green cutter wher. using combinatian of high pressure a�.r and water an concrete and rack, sandblast, gunite, shatcrete, water blaster, vacuum blaster}, Pavement Breaker, Pipe Layer and Caul'{er, Pipe Pot Tender, Pipe Reliner (not insert type), Pipe Wrapper, Pawer Jacks, Railroad Spike Puller-Power, Raker-Asphalt, Rivet Buster, Rodder, Sloper (over 20 ft), Spreader {concrete), Tarnper and Similar electric, air and glas operated tool, Tiznber Person-sewer (lagger shorer and cribber}, Track Liner Pawer, Tugger Operator, Vibrator, Well Point LaSorer GROUP 5 Cazsson Worxer, Miner, i�ortarman and Hodcarr�.er, Powderman, Re-Timherman, Hazardous Waste Worker {Level A util�zes a f=ally encapsulated suit with a self-contained breathing apparatus or a supplied air line) ------------------------------------------------ Page (28 _ ' ' 1 � , � � C ' ' I � ' ' 1 , ' WAl20001 Modification 8 Federal Wage Determinations for Highway Construction 1 � ' ' ' , ' ' 1 , ' ' 1 ' ' ' ' ' ' , � i,AB00238-009 0610112411 PASCO AREA ADAM.S, BENTON, COLtIMBIA,DOUGLAS {East of 120th Meridian;, FERRY, FRANKLIN, G�iNT, OKANOGAN, WALLA WALLA SPOKANE AREA ASOTIN, GARFIELD, LINCOLN, PEND ORE?LLE, SPOKANE, STEVENS & WHITMAN COUN�IES Rates Fringes LABORER (PASCO) GROUP 1 $ 21 31 10 00 GROUP 2 . $ 23 41 10 QO GROJP 3 . .$ 23 68 1Q 00 GROJP 4 .$ 23.95 2Q 00 GROUP 5 $ 24 23 10 00 LABORER (SP�KANE} GROUP 1 . $ 21 Ol 10 00 GROUP 2 . .$ 23 11 10 00 GROUP 3 . $ 23 38 �0 OQ GROUP 4. $ 23 65 10 00 GROUP 5.. $ 23 93 10 00 Zone Differential (Add to Zone 1 rate} $2 00 BASE POINTS Spokar.e, Pasco, Lewiston Zone 1 0-95 radius miles from the main post office Zone 2 95 radius miles and over from the main past office LABORERS CLASSIFICA!IONS GRQUP 1 Flagman, Landscape Laborer, Scaleman, Traffic Control Maintenance Laborer (to include erect?on and ma�.ntenance of barricades, signs and relief of flagperson), Winclow WasherlCleaner {detail cleanup, such as, but not limited ta cl2aning floors, ceilings, walls, windows, etc prior to final acceptance by the awner} WAl20001 Modification 8 Federal Wage Determinations for Highway Construction Page �29 u GRQUP 2 Asbestos Abatement Worker, Brush Hog Feeder, Carpente= Tendez, Cement Handler, Clean-up Laborer, Concrete Crewman (to include stripping of forms, hand operating �acks on si�p form construction, appl�Catlori of cancrete curing campounds, pumperete machine, signaling, handlir.g the nozzle of squeezcrete or similar machine,6 inches and smaller}, Confined Space Attendant, Concrete Signalman, Crusher Feeder, Demolition (to include clean-up, burning, laading, wrecking and salvage af all material); Dumpman, Fence Erector, Farewatch, Ferm Cleaning Machine Feeder, Stacker, General Laborer, Graut Machine Header Tender, Guard Rail (to znclude guard rails, gu�de ar.d reference posts, s�.gn posts, and right-of-way markers), Hazardous Waste Worker, Level D(no respirator �s used and skin protection is mznimal), M�ner, Class "A" (to a.nclude all bull gang, concrete crewman, dumpman and oumperete crewman, including distrzbuting pipe, assembly & dismantle, and nipper), Nipper, Riprap Man, Sandblast Tailhoseman, Scaffalcl Erector {wood or steel), Stake Jumper, Structural Mover {to include separating foundation, preparation, cribbing, shoring, �acking and unloadzng of structures), Ta?lhoseman {water nozzle), Timber Bucker and Faller (by hand}, Track Labarer {RR), Truck �oader, Well-Point Man, All Other Laork Classifzcatians Not Specially Listed Shall Be Classified As General Labarer GROUP 3 Aspahlt Raker, Rsghalt Roller, walkir.g, Cement Finisher Tender, Cancrete Saw, walking, Demolition Torch, Dope Pot Firemen, non-mechanicai, Driller Tencler {when requ�red ta mave and pas�tion mach�.ne), Form Setter, Paving, Grade Checker using level, Hazardous Waste Worker, Levei C(uses a chemical "splash suit" and air purifying respirator}, Jackhammer t�perator, Miner, Class "'B° tto include brakeman, finisher, vi�rator, form setter), Nozzleman (to include squeeze and flo-crete nozzle), Nozzleman, water, air or steam, Pavement Breaker (under 90 lbs ), Pipelayer, corrugated metal culvert, Pipelayer, multi- plate, Pot Tender, Power Buggy Operator, Fawer Toal Qperator, gas, electric, pneumatic, Railroad Equ�.pment, power driven, except dual mobile pawer spiker or puller, Railroad Power Spiker or Puller, dual mobile, Radder and Spreader, Tamper (ta include operation of Barco, Essex and simi'_ar tampers), Trencher, Shawnee, Tugqer Operator, 4v'agon Drills, Water Pipe Liner, Wheelbarraw (power driven} Page �30 , �J , I �� , ' ' � ' l I � � ' 1 ' � WAl20001 Modification 8 Federal Wage Determinations for Highway Construction C� � ' � ' ' ' ' � ' , � GROUP 4 A�r and Hydraul�.c Traex �rill, Brush Machine (to znclude horizontal construction �oint cleanup brush machine, power propelled}, Caisson Worker, free air; Chain Saw Operator and Faller, Concrete Stack (to include laborers when la�orers work�ng on free standing concrete stacks for smake ar fume cantrol above 40 feet high}, Gunite (to include operat�.on of machine and nozzle), Hazardous Waste Worker, Level B tuses same respirator protection as Level A A supplied air line zs provided �n cor_�uncLion with a chemical "splash suzt"), H�gh Scaler, Laser Beam Operator (to include grade checker and elevat_on conLrol), Miner, Class C{to include miner, nozzleman for cor.crete, laser beam operator and rigger on t,�nnels}, Man�tor Operator (air track or similar mounting), Mortar N3ixer, Nazzieman (to include �et blasting nozzleman, over 1,200 lbs , �et blast machzne power propelled, sandblast nozzle}, pavemer.t Breaker {90 lps and over}, pzpelayer (to incl.ude working tapman, caulker, collarman, �a?nter, mortarman, rigger, �acker, shorer, valve or meter ir.staller}, P�pewrapper, Plasterer Tencler, Vibrators (all} GFt0i7F 5- Drills with Dual Masts, Hazardous Waste Worker, I,evel A tutilizes a fully encapsulated suit with a self-conta�ned breathinq apparat�as or a supplied air line), Miner Class "D", (ta znclude raise and shaft miner, laser beam operator an riases and shafts) GROUP 6 - Powderman LAB00238-006 06I01/2011 COUNTIES EAST OF THE 120TH MERIDTAN ADAMS, ASOTIN, BENTON, ' CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFTELd, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN LJ ' Rates Hod Carr�er . $ 23 95 ---------------------------------------- LAB00335-001 06/01J2011 Fringes 9 95 ---------------------- CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH OF A STRAIGHT LZNE ' MADE BY EXTENDING THE NORTH BOUNDARY LTNE OF WAHKIAKUM COUNTY WEST TO THE PACIFIC OCEAN), SKAMANTA AND WAHKIAKUM COUt�ITIES ' C � ' Laborers ZONE 1 GROUP GRODP GROUP GROUP GROUP GROUP GRO(J P 1 2 3 9 5 6 7 Rates S $ $ $ S S S 27 91 28 51 28 95 29 33 25 41 22 99 19 79 Fringes ' WAl2q001 Modification 8 Federal Wage Determ�nations for H�ghway Construct�an 1Q.45 10 45 10 45 10.45 10 45 10 45 1Q 45 Page � 31 ' ' Zone Differential (Add to Zane 1 rates) Zone 2 $ 0 65 Zane 3 -- 1 15 Zone 4 - 1 7Q Zone 5 - 2 75 BASE POINTS GOLDENDALE, LONGVIEW, AND VANCOUVER ZONE 1 Pra�ects withzn 30 miles of the respective city all ZONE 2 More than 30 miles but less than 40 miles from the respective city hall ZONE 3 More than 4Q miles but less than 50 miles from �he respect3ve czty hali. ZONE 9 More than 50 miles but iess than 80 miles from the respective city hall ZONE 5 More than 80 miles from the respective czty hall LABORERS CLASSIFICATIONS GROUP 1 Asphalt Plant Labarers, Asphalt Spreaders, Batch Weighman, Broomers, Brush Burners and Cutters, Car and Truck Loaders, Carpenter Tender, Change-Hause Man or Dry Shack Man, Cheker Setter, Clean-up Laborers, Curing, Goncrete, Demalition, Wrecking and Moving Laborers, Dumpers, road oilinq crew; Dumpmen {for grading crew), Eievator Feeders, Mediar� Raii Reference PosL, Guide Post, Right of r�iay Marker, Fine Graders, Fire Watch, Form Str?ppers (not swing�.ng stages), General Laborers, Hazardous Waste Worker, Leverman or Aggregatp Spreader (Flaherty ar,d similar types), Loading Spotters, Material Yard Man (including eiectrical); Pittsburgh Chipper Operator or Sim�lar Types, Railroad Track Laborers, Ribbon 5etters fincluding steel farms), Rip Rap Man thand placed), Roaa Pamp Tender, Sewer Labar, Signalman, Skipman, Slap2rs, Sgraymen, Staka Chaser, Stockpiler, Tie Back Shoring, 'Limber Faller and Bucker {hand labor), Toolroom Ma� {at �ob site�, Tunnel Bullgang (abave ground), We�ght-Man- Crusher {aggregate when used) GROUP 2 Applicator (including pot power tender for sam2), applying protective material by hand or nozzle on utility lines or storage tanks on pro�ect, Brush Cutters (power saw}, Burners, Choker Splicer, Clary Power Spreader and similar types, Clean- up Nozzleman-Green Cutter (concrete, rock, etc }, Concrete Power Buggyrian, Concrete Laborer, Crusher Feeder, demolit?on and PJrecking Charred Materials, Gunite Nozzleman Tenaer, Gunite or Sand Blasting Pot Tender, Handlers or Mixers of all Materials of an irritating nature (including cement and lzme}, Toal Operators (?ncludes but not iimited to Dry Pack Machine, Jackhammer, Chzpping Guns, Pav�ng Breakers}, Pipe Doping and Wrapping, Post Hcle Digger, air, gas or electric, Vibrating Screed, Tarnpers, Sand Hlasting (Wet), Stake-Setter, Tunnel-Muckers, Brakemen, Concrete Crew, Bullgang (underground} WAl20001 Modificat�on 8 Federal Wage Qeterm�nations for Highway Construction Page �32 __ � � ' ' ' ' � � � � � ' ' ' � ' ' � �i C GRQUP 3 Asbestos Removal, Bit Grinder, Dr�.11 Doctor, Drill ' Operators, a�r tracks, cat dril�s, wagon drills, rubber-mounted drzl�s, and other simiiar types including at crusher plants, Gunite Nozzleman, High Scalers, Strippers and Driliers (covers work in swing�ng stages, chairs or ' belts, undsr extreMe conditions unusual to narmal driiling, blasting, barring-down, or slopzng and strappzng), Manhale Builcier, Powdermen, Concrete Saw Operator, Pwaermen, Pawer Saw Operators (Bucking and �'allinq), Pumperete Nozzlemen, ' Sand Blasting {Dry), Sewer !imberman, Track Lzners, Anchor Macnines, Ballast Regulators, Multiple Tampers, Power Jacks, Tugger Operator, Tunne�-Chuck Tenders, Nippers and Timbermen, Vibrator, Water Blaster , ' �I ' ' � ' GROUP 9 Asphalt Raker, Concrete Saw Operator {walls), Cancrete Nozzelman, Grade Checker, Pipelayer, Laser Beam {pipelaying)-applzcable when employee assigned to move, set up, align, Laser Beam, Tunnel Miners, Motortnan-Dinky Locomotive-Tunnel, Powderman-Tu�nel, Shield Operator-Tunnel GROUP 5 Traff?c Fiaggers GROL'P 6 Fence Bual�ers GROUP 7 Landscaping or Pianting Laborers LAB00335-019 06/Ql/2008 Rates Fringes Hod Carrier $ 29 58 8 40� ---------------------------------------------------------------- PAIN0005-002 Ol/O1J2012 STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SdUTH), SKAMANIA, AND WAHKIAKUM COUNTIES Rates Fringes � ' ' ' � ' Painters STRIPERS . $ 30 96 12 77 ---------------------------------------------------------------- PAINQ005-004 03lO1/2009 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes PAINTER . . $ 20.82 7.44 ---------------------------------------------------------------- WAl20001 Modification 8 Federal Wage Determinations for Highway Construction 0 Page �33 �' Page �34 PAIN00C15-006 01/01J2C12 ADAMS, ASOT�N, BENTON AND FRANKLIN (EXCEPT HANrORD SITE}, CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LZNCOLN, OKANOGAN, PEND OREILLE, SPOKPNE, STEVENS, WALLA `�vALLA, WHITMAN AND YAKIM�1 COU?�TiES Rates Fringes Palnters Application af Cola Tar Products, Epoxies, Polyure thanes, Ac�.ds, Radiation Resistant Material, Water and Sandblasting . . $ 21 50 7 98 pver 30'/Sw�ng Stage Work S 22 20 7 98 Brush, Roller,°Str?ping, Steam-cleaning and Spray $ 21 53 9 45 Lead Aba�ement, Asbestos Abatement $ 21 50 7 98 *$ 70 shall be paid over and above the basic wage rates listed for wark on swin.g stages and high work of over 30 feet ---------------------------------------------------------------- * PAIN0055-Q02 o�loi/aai2 CLARK, COWi,ITZ, KLZCKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Rates Frs.nges Painters - Brush & Roller $ 20 90 7 8$ High work - All work 60 ft or higher $ 22 65 7 88 Spray and Sandblasting $ 21 SQ 7 SB ---------------------------------------------------------------- PAIN0055-d07 07101/2011 CLARK, COWLITZ, KLICKITRT, SKAMANIA ana WAHKIAKUM COUNTIES Rates Fringes Painters HZGHWAY & PARKING LOT STRIPER .. S 33 19 9 05 ---------------------------------------------------------------- WAl20001 Modifitation 8 Federal Wage Determinat�ons for Highway Construction � � ' 1 � ' , ' ' , ' ' 1 , � � ' � � PLAS0072-009 06/01J2011 ADAMS, ASOTIN, BENTON, CHELAN, CQLUMBIA, DO:JGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOL'U, pKPNOGAN, PEND OREILLE, SPOKANE, STEVENS� iNALLA WALLA WHITMAIV� AND YAKZMA COUNT�ES Rates Fringes CEMENT MASON/CONCRETE FINiS'�ER ZONE 1 . $ 25 Q1 11 32 Zone ��fferential {Add to Zone 1 rate} Zone 2- SZ 00 BASE POINTS Spokane, Pasco, Lewzston, Wenatchee Zane 1 0- 45 radi�.:s mi?es from the ma�.n post affzce Zone 2 Over 95 radius miles from the main post effice -------------------------°--------°---_________----------------- PLAS0528-001 10j02J2011 CLFiLLAM, COr�JLITZ, GRAYS HAFtBOR, ISLAIJD, JEFFERSC7N, KING, KITSAP, LEGJIS, MASON, PACZFIC, PIERCr., SAN JUAN, SKAGIT, SNOHOM?SH, THURSTON, WAHKZP,KUM AND WHATCOM COUNTIES Ra�es Cement Maso�s CEMENT M,ASON $ 34 90 COMPOSITION, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNTTE NOZZLE $ 35 90 TROWLING MACHINE OPERATOR flN COMPOSITION $ 35 40 ----------------------------------------------- PL�S0555-402 06lO1/2011 CLAftK, KL3CKITAI' AND SKAMANIA COUNTZES ZONE 1 Rates Cement Masons CEi�IENT MASONS DOiNG BOTH COMP05ITIdN/POWER MACHINEFcY AND SUSPENDEDIHANGING SCAFFOLD. $ 29 62 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD . $ 29 05 CEMENT MASONS $ 28 98 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS $ 29 05 WAl20001 Modification 8 Federal Wage determinations for Highway Construction Fringes i4 25 19 25 14 25 -------_--_---- Fringes 17 59 17.59 17 59 17 59 Page �35 Page � 36 � Zane Differential {�dd To Zone 1 Rates} Zone 2 - SO 65 2one 3 - 1 15 Zone 4 - 1 70 Zone S - 3 00 BASE POINTS BENt�, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUV,�R ZONE i Pro�ects within 30 miles of the respective caty hall ZONE 2 More than 30 miles but less than 40 miles from the respective city hall ZONE 3 More than 40 miles but less than 50 m�.les from the respective city hall ZONE 9 More than SO m�.les but less than 80 rniles from the respect�ve city hall ZONE 5 More Lhan 80 zriles from the respectzve city hall ---------------------------------------------------------------- TEFiM0037-002 12102/2011 CLARK, COW�ITZ, KLICKITAT, PACIrIC (Sauth of a strazght line made by extenciing the nortn baundary line of Wahkiakum County west to the Pacific Ocean}, SKAMANZA, AND WAHKIAKUM COUNTIES Rates Tr�ck dr�.vers ZONE 2 GROUP i $ 26 9Q GROUP 2 $ 27 02 GROUP 3 . $ 27 i5 GROUP 4 $ 27 91 GROUP 5. . . $ 27.63 GROUP 6. . S 27 �9 GROUP 7 $ 27 99 Zone Different�.al (Add to Zone 1 Rates) Zone 2 - SO 65 Zone 3 - 1 15 2one 9 - 1 70 Zone 5 - 2 75 Frznges 13 15 13 15 13 15 13.15 13 15 13 15 13 15 BASE POINTS ASTORIA, THE DALLES, LQNGVIEW AND VANCOUVER ZONE 1 Pro�ects within 30 miles of the respective city hall ZONE 2 More than 30 miles but less than 90 miles from the respective city hall. ZOiVE 3 Mare than 90 miles but less than 50 miles from the respective city hall ZONE 4 More than 50 miles but less than 80 miies from the respectzve city hall ZONE 5 More than 80 ma.les from the respective city hail WAl20001 Modificat�on 8 Federal Wage Determinations for H�ghway Construction LJ , ' ' ' , , ' ' ' 1 ' TRUCK DRIVERS CLASSIFICATIONS GROLP 1 A Frame or Hydra i�frt truck w/load bearing surface, Articulated Damp Truck, Battery Rebu�lders, Bus or Manhaui Driver, Concrete Buggies (power aperated), Concrete Pump Truck, Dump Trucks, side, end and battom dumps, including Semi Trucks ar,d Trains or combinations there of up to and �ncl:�d�ng 10 cu yds ; LitL Jitneys, Fork Lifts (all sizes zn loaciing, unloeding ana Lransporting material on �ob site), Loader and/or Leverman on Concrete Dry Batch Plart (manually operated), Pilot Car, Pickup Truck, Salo Flat Sed and misc Body Trucks, Q-10 tons, Truck 'Iender, Truck �iechan�.c Tender, Water Wagans (rated capac�ty) up to 3,000 gallons, Transit Mix and Wet or Qry Mix - 5 cu yds and under, Lubricar.io^a Man, Fuel TrucY Driver, Tireman, Wash Rack, Steam Cleaner or combinations, Team Driver, Slurry Truck Driver or Leverman, Tireman GROUP 2 Boom Truck/Hyara-lift or Retracting Crane, Challenger, Dumpsters or s�milar equipment all sizes, Damp Trucks/Ar�iculated Dumps 6 cu to 1Q cu , Flaherty Sgreader Driver or Leverman, Locabed Equipment, Flat Bed Semi-trailer or doubles transportzng equipment ar wet or dry materzals, Lumber Carrier, Drzver-Straddle Carrier {used �n loading, unloading and transparting of materials on �ob szte�, Oil. Oistrabutor Dr�ver or Leverman, Transit mix and wet or dry mix trcuks over 5 cu yds ar,d including 7 cu yds., Vacuum Trucks, Water truck/Wagons {rated capaclty) over 3,�00 to 5,000 gallons / GROUP 3 Ammonia Nitrate Distributor Driver, Dump trucks, side, end and bottom d�amps, including Semi Trucks and Trains or combznations thereaf over 10 cu yds end including 30 cu yds. includes Artzculated Dump Trucks,, Self-Propelled Stree� Sweeper, Transit max and wet or dry m�.x truck over 7 cu yds and including 11 cu yds , Truck Mechan�c-Welder-Body Repairman, Utility and Clean-up Truck, Water Wagons (rated capacity} over 5,000 to 1Q,000 gallons , GROUP 4 Asphalt Burner, Dump Trucks, side, end and bottom cumps, including SemZ-Trucks and Trains or combinatlons Lhereof over 30 cu yds and including 50 cu yds �ncludes Art�.culated Dump Trucks, E'ire Guard, Transit Mix ' and Wet or Dry Mix Trucks, over I1 cu yds and includinq 15 ca yds , Water Wagon (rated capacity) over 10,000 gallons to 15,Q00 gallons � GROL'P 5 Composite Crewman, Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof over 50 cu yds and including 60 cu yds includes Articuiated Dump Trucks ' ' � GROUP 6 Hulk Cement Spreader w/o Auger, Qry Pre-Batch concrete Mix Trucks, Dump trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereaf over 60 cu yds and includzng 80 cu yds , and includes Articulated Dump Trucks, Skzd Truck WAl20001 Modification 8 Federal Wage Determinations for Highway Construction Page (37 ' Page �38 GROUP 7 Dump Trucks, side, end anci battom dumps, includir.g Semi Trucks and Trains or combinations chereof over 80 cli yds and znc2�ding 100 cu yds , inciudes Ar�iculated Dump Trucks, Inciustrial Lzft Truck {mechan�cal tailgate) ---------------------------------------------------------------- TEAM0174-OOi OlIGl(2012 CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (North af a straight lzne made by ex��nding the north boundary line of Wahkiakum County west to the Pac�fic Ocean), PIERCE, SAN JU�N, SKAGZT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES Rates Fringes Truck drzvers ZONE A GROUP i $ 30 GROUF 2 $ 30 GROUP 3 . . . $ 27 GROUP 4 $ 22 GROUP 5 $ 30 ZONE B(25-45 miles from center of per hour to Zone A rates ZONE C(over 45 miles from centr of S1 00 per hour to Zone A rates 89 16 48 05 16 OS 24 16 06 27 lb Q$ 44 i6 Q8 listed cities*) Add $ 70 l�.sted czties*} Add *Zone pay will be calculated from the city center of the fallowing listed cities. BELLZ�7GHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHEL^_ON ANACORTES BELLEVUE SEATTLE PQRT ANGELES MT VERN4N KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRUCK QRYV�RS CLASSIFICA'�'IONS GROUP 1-"H-frame or Hydralift" trucks ana Soom trucks or sim�lar equipment when "�" frame or "Hydralift" and Boom truck or s�.milar equipment is used, Buggymobile, Bulk Cement Tanker, Dumpsters and similar equiprnent, Toarnorackers, Tournowagan, Tournotrazler, Cat DW serzes, Terra Cobra, Le Tourneau, Westznghouse, Athye Waqan, Euclzd Two and Four-Wheeled power �ractor with trailer and similar top-loGdea equipment transporting materaal Dump Trucks, side, end and bottom dump, �.ncluding semi-trscks and trains or combinations thereof w�.th 16 yards to 30 yards capacity Over 30 yards $ 15 per hour addit�onal tor each 10 yard increment, Explas�ve Truck (field mix} and similar equipment, Hyster Operators (handlzng bulk loose aggregates), Lowbed and Heavy Buty T`railer, Road 0�.1 Distributor Driver, Spreader, Flaherty Transzt mix used exclusively in heavy constructian, Water Wagon and Tank Truck-3,OQ0 gallons and over capacity WAl20001 iVlodification 8 Federai Wage Determinations for Highway Construction , , GROt;F 2- B;.11lifts, or szmilar equipment used in loading or ' unlaacling tr�.�cks, transporting materials an 3ob site, Dumpsters, and szmilar equipment, Tournorockers, Tournawagon, Turnotrailer, Cat d W Ser2es, Terra Cabra, Le Taarneau, Westinghouse, Athye wagon, E�clid twa and � four-�rheeled power tractor witn trailer and similar top-loaded equip:nent transporting materzal Dump trucks, sida, end and battom dt�np, ir�clud�ng semi-trucks and trai�s �r cambinatzons thereof with less than 16 yards capacity, ' Flatbed (Dual Rear Axle), Grease Truck, Fu�l Truck, Creaser, Battery Service Man andlor Tzre Service Man, Leverman ana loader at bunkers and batch plants, Oil tank transport, Scissor truek, Slurry Truck, Sna-Ga and s�milar ' equipment, S�rampers, Straddler Carrier (Rass, Hyster} and similar equipmer,t, Tearn Driver, Tractor {small, rubber-tired){when lised within Teamster �urisdiction), Vacuu.-n truck, Water Wagon and Tank trucks-less than 3,000 ' gallons capacity, Winch Truck, Wrecker, Tow trsck ana similar equ�pment ' GROUP 3- Flatbea (single rear axle}, Pickup Sweeper, Pickup Truck (Ad�ust Group 3 upward by $2 00 per hour for ansite work only) ' GROtJP 4- Escart or Piiot Car GROUP 5 - Mechan�c , ' ' � , , , ' HAZMAT PROJECTS Anyone working on a HAZMAT �ob, whexe HAZMAT certification is required, shall be compensated as a premium, in addition to the classification workinq in as follows LEVEL C +$ 25 per hour - This level uses an air purifying respirator or additional protective clothing LEVEL B +$ 50 per hour - Uses same respzrator grotectian as Leve1 A Supplied air line is provided in cnn�unction with a chem�cal "splash suit " LEVEL A +� 75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breathing apparatus or a supplied air line ---------------------------------------------------------------- , WAl20001 Modification 8 Federal Wage Determinations for H�ghway Construction Page �39 ' Page (4Q '?'EAM076Q-002 06/O1I2009 ADAMS, ASOTIN, BENTON, CkELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCQLN, OKANOGAN, PEND ORBILLE, SPOKA�TE, STEV�NS, WALLFI t�t'ALL�, thTHITMAN AND YAKIMA COUNTIES Rates Truck drivers (ANYONE WORK�NG ON HAZMAT JC?BS SEE FOOTNOTE A BELQtd) ZONE 1 GROUP 1. GRQUP 2 GROUP 3 GROUP 4 . GROJ° 5 GROC7P 6 GROUP ?. GROUP B $ 2Q 02 � 22 29 � 22 79 S 23 12 S 23 23 s 2� qa $ 23 93 $ 24 26 Frznges 10 86 10 8a 1Q 86 10 86 10 86 �a �� 1n s� 10 86 Zone Differential (Add to Zone 1 rate Zone 2 - $2 00} BASE POINTS Spokane, Moses Lake, Pasca, L�wiston Zone 1 Q-45 radius miles from the ma�n post office Zane 2 O�.:ts�.de 45 radzus m�les from the main past office TRUCK DRIVERS CLASSIFICATIONS GRflUP 1 Escort Driver or Pilot Car, Employee Haui, Power Boat HaLling Emnloyees ar Material GROUP 2 Fish Truck, Flat Bed Truck, Fork Lzft (3000 lbs. and unaer), Leverperson iloading trucks at bunkers), Trailer Mounted Hydro Seeder and M�alcher, Seeder & Mulcher, Stationary Fuel Operator, TracLor (smali, rukrber-tired, pul'_ing trailer or similar equipment} GR�UP 3 Au�o Crane (2000 lbs capacity}, Buggy Mobile & Similar, Bulk Cement Tanks & 5preader, Dumptor {6 yds & under}, Flat Bed Truck wzth Hydraullic System, Fork Lift (3QC1-16,000 lbs ), Fue1 Truck Driver, Steamcleaner & Washer, Power Operated Sweeper, Rubber-tired Tunnel Juznba, Scissors Truck, Slurry Truck Driver, Straddle Carrier (Ross, Hyster, � similar); Tirepersan, Transit M?xers & Truc� Hauli�g Concrete {3 yd to & including 6 yds }, Trucks, s�de, end, bottom & articulated end durip (3 yards to and �nciud�ng 6 yds.?; Wa=ehouseperson (to include shippzng & rece�.ving}, Wrecker & Tow Truck GROUP 4 A-Frame, Burner, Cutter, & Welder, Serulce Greaser; Trucks, side, end, bottam & articulated end dump (over 6 yards tc and including 12 yds }, Truck P�3ounted Hydro Seeder, Warehouseperson, Water Tank truck (0-8,040 galians} WAl20001 Modification 8 Federa) Wage Determmations for N�ghway Construct�on � � Page �41 ' GROtiP 5 Qumptor (over 6 yds ?, Lowbay (5Q tans & under), Self- loading Roll Off, Semi°Truck & Trailer, Tractor with Steer Trailer, Transit Mixers and Trucks Hauling Concrete (over 6 yds to and including 10 yds }, Trucks, s�de, end, bottom and ena d�.*np {over 12 yds to & zncluding 20 yds ), , Truck-Mountea Crane {wzth load bearzng surface e�ther mo��ted ar pulled, up to 19 ton}, Vacuum Truck (super sucker, guzzler, etc ) � � ' GROUP 6�'iaherty Spreader Box Driver, Flowboys, Fark Lift {over 16,000 lbs ), Dumps {Semi-end), Mechanic (Field); Semi- end D;unps, Transfer Truck & Trailer, Transit Mixers & Trucl;s Hauling Concrete {over 10 yds to & including 20 yds ?: Trucks, s�de, end, t�ottom and articulated end dump (over 20 yds to &�.nclua?ng 40 yds ), Truck and Pup, Taurnarocker, DWs & similar with 2 or more 9 wheel-power tractor with trailer, gallonage or yardage scale, whichever is greater tnater Tank Truck {$,001- 1�i gallons), Lowboy(over 50 tons} ' GROUF 7 Oil Distributor Driver, Stringer Truck {cable oeprated trazler), Transzt Mixers & Trucks Hauling Concrete (over 20 yds ), Truck, side, end, bottom end dump (over 40 ' yds. to & including 200 yds ), Truck Mounted Crane (with load bearing surface ezther mounted or pulled (16 through 25 tons), ' GROUF 8 Prime Movers and Stinger Truck, Trucks, side, end, bottom and articulated end dump {over 100 yds ); Helicopter Pilot Hauling Employees ar Materiais ' Footnote A- Anyone warking on a HP,ZMAT �ab, where HAZMAT certifa.cation is requared, shalZ be compensated as a prem�um, in additon to the classification working in as follows LJ ' , ' , 1 ' � L�VEL C-D -$ 50 PER HOUFt (This �.s the lowest level of psotectian This level may use an air pur�fying respirator ar addztaonal protective clothing. LEVEL A-B -$1 00 PER HOUR (Uses supplied air �.s con�unct�on with a chemical spash suit ar fuliy encapsulatea suzt with a self--contained breathing apgara�us Emplayees shall be paid Hazmat pay in increments of four(4) a�d eaght(6) hours WAl20001 Mod�fication 8 Federai Wage Determinations for Highway Construction Page �42 Na�E- Trucks Pull�ng Equipment Trailers shall receive S 15/hour over applacable truck rate --------------------------°------------------------------------- WELDERS - Recelve rate prescribed for craft perform�ng operatian to which welding is �.ncidental Unl�.sted class�.fications needecl for worx nat included w�thin the scope of the classifications liste� may be added af�er award only as provided in the labor standards contract clauses {29CFR 5 5 (a) {1) {ii)) ---------------------------------------------------------------- The body af each wage aeterminatian lists the classification and wage rates that have been faund to be prevailing far the czted type(s) of construction in the area covered by the wage determination The classifzcations are listed in alphabetical order of "idenLifiers" that indicate whether the parta.cular rate is union or non-union Union Identifiers An ident�.fier enclosed in dotted l�nes beginnirg with characters other than "SU" denotes that the union classification and rate have founa to be prevazling �or that classificaticn. Example PLUMQ198-005 07IOi12011 The firsL four letters , PLUM, indicate the international unian and the four-dig}t number, C19$, that follows indicates the local union number or distrzct council nu.mber where applzcable , i e, Plumbers Local 0198 The r.ext ntzmber, OQ5 in the example, is an �nternal number used in processing the wage determination The date, 07/01/201?, foliowing these characters is the effective date of the most current neqotiated rate/collective bargaznzng 3greement which would be July 1, 2411 �n the above exampie Ur.ion prevailing waqe ra�es wa.11 be updated to reflect any changes in the callective bargair.ing agreements gavsrning the rate WAl20001 Modificat�on $ Federa{ Wage Determ�nations for Highway Construction ' � Ncn-Unzon Taenta�iers ' C�assifica�ions listed under a*� "SU" �.dentifier were cierivea from survey aata by computing average rates and are nat union rates, hcwever, the data used in computing these rates may ' inclLde both un�on and nan-un�on data Exa�;ple 5ULA20Q9-007 511312010 SU indicates the rates are not union rates, LA �.ndzcat2s the State of Louasiana, 2Q04 �.s the year of the survey, ana 0�7 is an internal number used in prod�lcir,g the ' wage deter:uinatior, A 2993 or later date, �I13/2010, indicates the class�.f�catiars and rates under that ident2fier were issued as a Genera�. Wage Determinati�n on that date ' ' Survey wage rates w�ll rema�n in effect and will nat change until a ne�r survey is conducted ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS ' �� ' 1 ' ' 1) Has there been an in�tial ciecision �n the matter� This can be. * an existing published wage determination * a survey underlying a wage determinatior * a Wage and Hour Division letter setting forth a position on a wage deterr�znation matter * a conformance (adaitional class�fzcation and rate} ruling On survey related matters, initial contact, including requests for summar.�es of surveys, should be w�th the Wage ana Hour Regional �ffice Eor the area in wh�.ch the survey was conducted because those Regional Offzces have responszbilzty for the Davis-Bacon survey pragram If �he response from this inz�xal contact �.s not sat�sfactory, then the process described in 2) and 3) should be followed Wzth regard to any other matter not yet ripe for the formal process describea here, in�tial cantact should be with the Branch of Coastructian Wage Determanatzons Write to Branch of Canstruction Wage Determinatzons ' Wage and Hour Diviszon U S Department of Labor 200 Constitution Avenue, N W Washington, DC 20210 ' ' ' �J 2) Tf the answer to the quAstion in 1) is yes, then an interestea party (those affected by the action} can request review and recons�.dexation from the Wage and Hour Adminlstrator (See 29 CFR Part 1 8 and 29 CFR Part 7} Write to Wage and Hour Adm�nistrator U S Department of Labor 20Q Constitutian Avenue, N W Washzngton, DC 20210 WAl20001 Mod�ficatian 8 Federa! Wage Determ�nations for Highway Constructian Page ( 43 � ' ' The request shauld be accompanied by a full statement oF the interested party's position ar.d by any infarmation (wage payment data, pro�ect descript�.on, area practice material, etc } that tne requestor considers relevant ta the issue 3) If the aec�sion of the Adm�nistrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board} Write to• , Admznistrative Rev�.ew Board L S Department of Labar 200 ConstituCion Avenue, N W Washingtan, DC 2Q210 9) Al1 dec�sions by the Administrative Review Board are final END OF GENERAL Dr.CISION Page �44 WAl200Q1 Modification 8 Federal Wage Determ�nations for Highway Construct�on � ' ' ' , � ll 1 ' ' ' � ' ' � , , ' C�ty of Bremerton t Arm►n Jahr Elementary S�dewalks Pro�ect , • � � - � Apnl2012 Proposa! Form LJ ' II �- � 1 1 1 ' u ' ' ' , , �- J , , 1 LJ CITY 4F BREMERTON DEPARTMENT OF PUBLIC WORKS AND UTILITIES ENGINEERING DIVISION ARMIN JAHR ELEMENTARY SIDEWALK VICIN MAP GENERAL NOTES t ALL YVOIi1Q1ANSM� AND MATERYLL BHALL CONFORM TOTFffi A109T CURflENf aTANGARD SPECFR'JITIQNB FOR ROAG BRIDLiEAND MUN�IPAL CONSTRUCfION PREAAR� 8Y W800T ANDAPWAA9 AOOP�ED BY 7lIE CtTY OR BREAIERION OEPARIMEt(f OF W91JC1NOfiK& 2 ANY REl�I810N8 T07NE ACCEPIm CQ�IEIAUCTION R/W8 &IALL BE RfiVIEVYED AND MPROVEG BY TIE GT' PRIOh TO IMW.ENBdGT10N IN TlIE R�ID i TMB t�NTRACTOR SIi11Ll MAIt1TAN A B@T OR iHH ACC�PI6D CONSiRUCTlQN ORAW(NfiS ONSRE Ai'ALL TINEB WHLE �NBTRUCiION 16 M PROQiE88. 4 7HE CqJiRACTOR IS SpIEt,Y ANp CAMPI.fiiELY flESPONSIBIIa FOR FUNMBHO�W. INBTAILHNt AND iMPR/W NO WMlAN6 &ONB MID CEVICFB TO B11FEqlARD TfE QENERAI PUtLIC IIUANO WOW WO ANQ NOIFWOpKW6MW1R8 TRAffICFLOWQIHOl71NOP{lBL1CNGIIDWAYS SHALLlE IMMtfANm ATALL 71A�8. UN�E88 PENA1�8810W � OBTANED �aar rne crtr raa aao aasua� µcroa oerou�m 6 TH@LOGTpN80P0f1871►AUTWTIESONTdBW�AN�BAPPROIMIASE ONLY THECONTRACTOp8WLL1.CONMCTTXfi1qCERGROIlMLOCATE' CENIER AT PH.1d00-1246666, AND NON�tI86qiBINOINDMOUK Vi1LRY OOMPAMEd �0 NOURD N AWNICE OF ll� COMMB/CEMEM OP N!Y CONBIRIlC►ION ACTMT' T!E CAMRACTOR SF11111 PiIOVDE FOfl PROlECC10N OF Dtl6TAlfi IJrL(TIEB FROM CAAIA6E CN�FD HY TFiE CONTRACTOfi'S Oi�iAT10Wa. 0. 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CITY OF BREMERTON DEPARTMENT OF PUBLIC WORKS & UTILITIES ENGINEERING DIVISION DESIGN BY C T B CHECKED BY C T B WpgH p E � 21050 DATE 03/2012 WASH P E �/ 21050 DATE -----I------- GENERALNOTES 1 $TATION MD OFFBET &fOVVM ARE TOC81TBt OF RAMP AT B�qC OF CUF& 2 CURVE RAdUB DIFOfOlA71d1 SF1dWN ARE TO FACE OF ClliB. 9. 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EXISTINO iB8 GRADE 1B6 � 1_�. __ a� .� i - - 7B6 M80 M28 M2B M?A OV12 M20 ONB CITY OF BREMERTON DEPARTMENT OF PUBLIC WORKS & UTILITIES ENGINEERING DIVISION DESIGN 8Y C T B CHECKED BY C T B WASH PE � 2f050 DATE 03/2012 WASH PE /J 2f050 DATE ARMIN JAHR ELEMENTARY SIDEWALK MCCLAIN AVENUE & EAST 31 ST STREET DETAILS SHEEf � s � n oF a Z 8 0 a ' , ' ' ' ' ' � ' � ' ' � � ' ' ' � � ' � ' CONSTRUCTION SEQUENCE 7 APPLY FOR AND PICK UP ANY REpUIRED ROAD APPROACIi OR WCaIiT OF WAY PERMITB FROM CITY OF BREMERTON DEPARTMENT OF W J9UC WORKS 2 COPISTRUCT 8TABILIZED CONSTRUCTION ENTRANCE(8� 9 CON87RUCT FIL7ER FENCE BARRIERB 4 COMSiRUCT 8EDIMENTATI�1 BASINS 5 WNS7RUCf RUNOFF QiTEf�EPTIWi AND DNERSION DRq1E3 8 CLEM AND 6RADE 7HE MOVIMUM SITE AREA REOUIRED FOR CONS'TRUCTION OF THE VARIOU8 PNA8ES OF WORK 7 PROVmE TEMPORARY HYDROSEEpWp OROTHER SOURCE coNrna srneiuznnoni n�ensur�s ora nu o�uaeen soas & MAIMAIN ALL EROSION AND SEDII�NTATION CANTRq. FACILITIES TO PROVIDE THE REOUIRED PR07ECTION OF WWN87RFAM WATER WALfTY B PROVIDEPERMANENTSfTESTABILVATION 10 ER0810N AND SmIMENTATION CON7ROL FACILRIEB SHALL NOT BE REMOVED UNTIL CON37RUCTION 19 COMPLE7E AND ACCEPTED BY THE CRV TEMPORARY EROSION AND SEDIMENTATION CONTROL MAINTENANCE REQUIREMENTS 1 EROBIONAIm8EqM6�fTA710NCOHI1tOLFALxifI�88HALLBE 0�8PECIm AFIER EACN RA9�FALL EVENi Alm ONLYOI1RP10 PROl.01�10FD RAO�N.L 2 lI�SBARI�REPNR80RRERACE1�t�OFFACLLR�88WLLLBE AODO�LI81�D PROI�iLY &�M DEP'O�S BFNLL BE F�1110VED AFIER FACIi STUR�f ENFWT OR YVNEN TI¢ LEtlEL OF OEP081ilON RFJ�CHF.8 APPRWOAAIELY Ol�HHLF 71� MA7miUM POTENiW.O�M. a�r oeaoens r�tnom+o w vuice nFl�an� Eac FkpLRE9 ARE NO LOlqQt AECIIQtED BFYLLL BE DRfi88ED TO �I�Ofal TO 7HE DQB'T0�0 ORAOE. PRB+Alt�Mm 8�� GRADING NOTES t THE CONTRACTOR SHALL NOTIFY THE EN6MEER IN THE EVENT OR DISCOVERY OF POOR SOILS pROUNpWATER OR DBCREPANCIE3 IN THE EXISTIN6 WNDRIOMS 0.4 NOTED ON THE Pl ANS 2 MAXIMUM SLOPE STEEPNESB SHALL BE 21 HORIZONTALVEKTICqL FOR CUT AND FRL SLOPE$ 9 UNLESS OTHERWISE SpECIF1ED ALL EMBANqdENTB M 7HE PLAN SET SHALL BE CONSTRUCIED IN ACCORDANCE WITH SECTION z-0s �u�e oF nie wsoar s�rnriunRO s�caFicnnoNs - EMBANIOMENT DOMPACTION SMALL CANFORM TO SECTpN 2-09 3(14� METHOD B OF SAID STANDARD 3PECIFICATION3 4 EMBANpNENTS DE8R31iED TO IMPOUND WATER 8HALl8E (�MPAC7ED TO 8696 M!W MUM OFJdBffY PER SECTId�12-03.9(14JC METHOD C OF NBDOT STANDARD SPECIFICAT10N8 5 ALL AY�AS RECEMNO FILL MATERULL SHALL BE PREPARED BY REMOVMO VEOETATION NONCOMpLY1Np FRL, TOPSOIL AND OTFIER UNSURABLE MA7EWN. BY SCARIFYfNO THE SURFACE TO PRdVIDE A BOND WRH THE NEW FILL AND WHERE SLOPES ARE STEEPER 7}1!W 9 FIORIZONTAL TO � VERTICAL ANp 7HE HEK3HT 18 OREATER THAN 6 Ff BY BENCHINO INTO SOUND OOMPETENT MATERULL A$ DETERMINED BY A SqLB ENOINFCo 6'71'P Gpq7E� ��TRIM GEOTEJ(TILE - : � FRIM� G� SEDIMENT qND DEBPoS L.�� YARD DRAM WAT6t 1 PLACE FLL78t FABRIC BaOW GRATE. PRONIDE 2d WI:H 8AO TO NOLD �IN�M 2 tWNiIYOVBdFaIERFABR(CNQLlF11�IOR�l1AL. YARD DRAIN PROTECTION DETAIL N18 ,G T Bq 4� � � 2 [ '�� 2 /06� R �a- � � ' GENERAL EROSION AND SEDIMENTATION CONTROL NOTES t T1iE FOLLOWINp EROSION AND SEDIMENTATION CON7ROL NOTES APPLY TO ALL CONSiRUCTION BfTE ACIMilE3 AT ALL TIMEB UNLE88 OTHERWISE SPECIFIED ON THESE PlANB 2 THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVEN7YN0 SILT-LADEN RUNOFF FRpM DISCHAROINO FROM THE PROJECT &fiE FAILURE BY 1'i� CONiRpCTOR CAN REBULT IN A FME THE DESIONA7ED TEMPORARY CONiACT PER30N MUST BE AVPJUIBLE FOR CONTACT BY TELEPNONE ON A 24 HOUR BA818 TFiROU(#iOVT C�ISTRUCTION AND UNTL THE PRQIECT FIAS BEEN COMPLETED AND APPROVED BY THE CITY 3 THE IMPLEMENTATION OF THESE ESC PUWS AND THE CON87AUCTION MNNTENANCE REPLACEMENTAND UPORADIN60F THESE ESC FACILRIES IS 7HE RESPONSIBILI7Y OF THE CONTRACTOR FROM 7HE BEOINNINO OF CON87RUCTIOIJ UNTIL ALL CONBTRUCTION IS COMPLEIED AND APPROVED BY THE CfTY AND THE SITE 18 STABIIJZED 4 PRIOR TO BECi1NNIN0 ANV WORK ON THE PROJECT SI7E A PRECON8TRUCTON CONFEHENCE MUST BE F�LD AND SHALL BE ATTENDED BY THE 6ENERAL CON717ACTOR TF7E PROJECT EN6INEER REPRESENTATNE8 FROM AFFECTED UTIL.fTIE8 Alm A RFPRESENTA7IVE OFTHECRY 6 THE EROSION AND SEDUIENTATON CONTROL FAqLRIE8 SHOWN ON iH18 PLAN ARE TO BE CONSIDERED ADEIXIATE 6A�C REOUIREMENTS FOR THE ANTICIPATED Sf1E CONDRIONS ouwr�a oorrsrnucnon� o�naraHs FROM THI8 PL4N MAY BE NECESSARY IN ORDER TO MAINfAIN WA7ER OUALfTY MINOR DEPARTURES FROM THIS PLAN ARE PERMITT� SUBJECT TO THE APPROVAL OF lHE CITY INSPECTOR HOWEVER EXCEPT FOR EMERl3ENCY 3ITUATION3 ALL OiHER DEV W710NS FROM THI8 PIAN MUBT BE DESN3NED BY THE PROJECT EN6INEER AND AP�ED BY THE CrtY PR�OR TD INSTALLATfON 8 ALL EROSION AND SEDIMENTA710N CONTROL MEASURES 8F1ALL BE INSPEC7ED BY THE CONTRACTOR ON A FREpUENT 9A818 AND IMMEDIA7ELY AFTER EACH RAINFALL AND MAINTAINED AS NECESSARY TO INSUF� 1'HEIR CON�PIUED FUNCTIONIN0. ALL SEDIMENT MUBT BE REMOVEO FROM SILT FENCES STRAW BALES SEINMENT PONDS ETC PRIOR TO THE BEDIMENT REACHIN61l2 RS MAXIMUM POTENTIAL DEPfH. 7 AT NO TIME SHALL CONCRETE I�OI�H;RETE BY-PRODUCTS VEHICLE FLUIDS PAINT CHFAIICALS OR p7HER POLLUTIN6 MATTER BE PERMRTED TO DIBCFNRCiE TO THE TEMPORARY OR PERMANENT pR/UNpf� BVSTEM QR TO Dt6CHARf3E FROM 7HE PRQIEC7 SITE. 8 PEHIiAANENT DETENTIOWRETENTION pONDB PIPES TANIB OR VAULTS MAY ONLY BE USED FOR SEDIMENT CONTAINMENT WHEN SPEqFICALLY INDICATfD ON 7HESE PLAN6 WA7Ht � fXi086 �IION F � � _z•lCiy.i�� xri� BVPASS ) DEBRIS � ��N. ,,� J�� // i ,,, ,� �� , l �� TRIC WEVII 7 PHtFORM t1A0�RFlY1lME Oi AC�NNCE WII)18TAP@RRD SPECGICATION &07.8(16} 2 8� 7HE BELOW ORATE O�LLET OEVICE (Bli1D) FOR 7F� 87dtM WATER BIRUCRIRE R WILL BEAVICE. 3. T!� BdD BWLLL W1VE A BULLTAI fOd7F7AW RF1J� 8Y81Bd (WHtFLOW 8YPA88} 4 TFffI�1NEVILL8T8TEMMU81'ALLOWREItOVALOF7F¢8010 YVIIFIOU� BPIIJ.DIfi 7HE C011.ECIED WITEWIIL INLET PROTECTION SOCK DETAIL �na SILT FENCE NOTES 7 FILTER FABRIC SHALL BE PURCHASED IN A CON7INUOUg ROI.L /WD CUT TO 7HE LENGTH OF THE BARRIER TO qyqp USE OF JOMTS WHEN JqNT3 ARE NECE83ARY FILTFj2 CL07H SHALL BE SPIJCED TOOE7HER ONLY AT A SUPPpR7 POST WIiFi A MINIMUM &INCH OVERLAP AND 3ECUi�y FA8TENED AT BOTH Ftm$ TO POSTS 2 POSTS 8HALL BE 3PACm A MAXIMUM OF 8 FEET APAR7 qNp DRNEN SEW RELY INTO THE f3ROl1ND (MINIMUM OF 30 INCHES} 8 A TRENCH SHALL BE EXCAVATED -APPROXIMATELY 91NCHE8 WIDE /WD Y2 INCHES DEEP ALON6 THE LII� OF P08T$ qND uv s�o� � Tr� enru��rs. ni�s rr�r�a+ sr+nu ee BACIffILLED WITH WASHED ORAVEL 4 WHEN STANDARD STRENOTH FlLTER FABRIC IS USED q WIRE MESH SUPPORT FENCE 8HALL BE FASTENED SECURELy TO THE UP SLOPE SIDE OF'TF� POSTS U8M61�AVY-OUry WIRE 8TARE8 AT LEABT I INCH LONO, TIE WIRES Wi F700 R�Nf38 THE WIRE 8HALL FXTEND INTO THE TRF,NCH A MMIMUM OF 4 INCNEB AND SHALL NOT EXTEND MORE THAN 24INCNEg ABOVE THE ORIOINAL QROUND SURFACE. 6 THE STANDARD STRENO7H FLLTER FABRIC SHALL BE 8TAPLED OR WIRED TO THE FENCE AND ZO INCF�3 OF THE FABRIC SHALL BE FXTENDED INTO TF� TRENCH THE FqBRIC 9HALL N07 EXTEND AfORE THAN 241NCHES ABOVE �FIE ORI6INAL 6ROUND SURFACE FILTER FABRIC SHALL NOT BE STAPI.EA TO EXI$TINO TAEES. 8 WF¢N EX7RA-8TREPK3TH FILTER FABRIC AND CLOSER ppBT SPAqN018 USED 7HE WIRE ME$H SUPPORT FEI�E MqV BE ELIMlNATED IN SUCH A CASE THE FILTER FABRIC � STAPLED OR WIRED DIRECTLY TO THE PO3T8 WI7H ALL mF+ve aKOws�aas oF neovE NorES nv�nNo ) FILTER FABRIC FENCES SHAtl NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED 8 FIL7ER FABRIC FENCE3 SHALL BE INSPECTED IMMEDIqTELY AFTER EACH RAINFALL AND AT LEABT DAILY DURINO PROLON6ED RIUNFALL ANY REWIRED REPAIRS SHALL BE MADE IMMEDIA7ELY 8 SLLT FENCES WRL BE INSTALLED PARAU.EL TO ANY SLOPE CON'fOUR3 10 CON7RIBUTPIO LENOTH TO FENCE WILL NOT BE C3REATER RE TW W 700 FEET 11 DO NOT INBT/LLL BELOW AN OUTLET PoPE OR WEIR 12 INSTALL DOYVN SLOPE OF E� AREAS 13. DO NOT DRIVE OVQt OR FlLL OVER SILT FBJCE8 FLL7ER FABRIC MA7ERML pi CONiUlU0U8 ROLL8l18E 8TAPLES OR WQiE RM(38 TOA7TAq1 F/IBIBC TO WQiE � YYQ2E ►�&1 � FBiCE FOR flLTER Fi{BtiC f�tOUND BUftY BOTTOM OF FRTER M117'F.ItU1l W 9 x7T' 7PBiCH 2'fQ' WOOD P08T8.8TM�lYtD OR ff FlLIER FABR� 181N6�ALlED BEi'IER dR EQIINAI.FJdT AOAPIBT NATNE VEOETATION WQiE 1�8H BUPPOR� FB�ICE (TO BE 1 ORAVEL BAq6�7LL MAY BE LOCA7ED ON 711E UOYY189LL 81DE OF 71� FLLTEit FA�IC) FR.TB2 FABPoC MA7BtY1L PRDVIOEWABF�DGRAV� -� BApfflL, S�4' - S M 7RENCH AND ON BOTH SDE8 OF FRTHt FENCE FABRIC ON TF� -�{� SURFACE eu�er eorraa oF Fa� N � 8'Na. NATBtY1L Oi 8'lA77RBIG1 � 2'12x9 WOOD P08TS. STMmAttD OR BEl'fBt OR EGIAV/LLEltr FILTER FABRIC FENCE DETAIL N18 LEVEL t EROSION AND SEDIMENTATION CONTROLNOTES 7HE FOLL0IMNO NO7E8 APPLY TO ALL SfTE ACTNRIES WRHM THE TIIAE PgtIOD SPECff1ED ON TNIS PLAN FOR LEYEL 1 CON7ROLS 1 THE CLFJ1F21N6 OF UWD INCWOINO THE REM�AL OF pCf8TN0 VE6ETATION OR 07HER OROUND COVFR, MUST BE LIMfTED TO ONLY AS MUdi LAND AREA A3 CAN RECENE APPROPWATE PR07ECTNE COVER OR BE OTHERWISE STABILI�D AFTER HAVINp BEEN CLEARED OR OTHERWISE DI$TURBED 6Y NO LATER TFUW SEP7EMBEIt 90 OF A ONEN YEAR UNLE88 IMMEDIATE STABILIZATION IS SPEC(FfEO IN THE LEVEL 1 EROSION M/D SEDIMENTA7fON COMTROL PLAN ALL AREAS CLEARED OR OTHERWISE DISTUI�m MUST BE APPROPRIATELY STABIL�D UNLESS OTHERIMSE APPROVED BY THE DIREC7'OR, SEEDINO, FEHTILIZWO AND MULpiINO OF CLEARm OR OTHEfiWIBE DISTURBED AREAS SHALL BE P�oRneeo ouiarro TMe r•a�owrc�o rewoos �nacf+ � ro n�ar �s AND AUCiU8716 TO OCTOBER 1 PERMFSSION TO SEED AFfER OCTOBER 7 WILL ONLY 8E 6NEN WHEN PHYSIG4L OOMPLETION OF THE PROJECT IS IMMINENT AND THE ENVIRONMENTAL CONDRIONS ARE CONDUCNE TO BATISFACTORY 6ROWfH IN iHE EVENT 7HAT PERMANENT STABILIZATION IS NOT P0881BLE, AN ALTERNATNE METHOD OF OROUND COVER (SUCH AS MULCHINO NETTINO PLASi1C SHEEfIMO EROSION BLANl�T8 ETC ) MUBT BE IN8TALLED 8Y NO LATER T}INN OCTOBER 1 2 IN 7HE EVENT THAT CON8TRUCTION ACTNfTIEB OR 07HER SITE DEVELOPMENT ACTMTIES ARE DISCONTINU� FOR 15 CONSECUTNE DAYS OR MORE THE CONTRACTOR SHALL BE RESPONSBLE FOR T1E IN8PECTIOW OF ALL ER081pN AND SEDplENTAiION CONiROL FACILRIES IMMEDIATELY AFtER 31dJIFICANT STORM EVENTS AND AT LEAST ONCE EVERY 16 DAYS THE CON7RACTOR SHALL BE RESPONBIBLE FOR THE MAIMENANCE AND REPAIR OF ALL EROSION AND SEDIMENTATION CONTROL FACILRIES 9 DURIN(i PERIOD8 aF ING.EMEM WE47TfFR, iHE CONT17ACfOR SHALL HAVE THE hIATERULL3 READILY AVARABLE TO STABILIZE DENUDEDAREAS LEVEL 2 EROSION AND SEDIMENTATION CONTROLNOTES TI� fdLLOWINO NCIEB APPLY TONi 8RE ACINR�B WR1i0i Ti¢ Ttl� PERIOD �Ef� ON TlOB PU1N FOR IEVEL 2 CONRtOlB. 1 ON 8ffE8 MIF� UNOlTERNUPIED CON8'IRYCTION ACTIVIfY B IN PR�. ll� GEARRIO OF LN�@. INCLUOMO T!ff F�ADVAL OF FxSTINO VH�TATION OR O�F¢It OROUIm t�VER. &ULLJ.6E WIR� TOONLY A8 MUCH LAND AI�A ABCN�II�IVEAPPROPWATEPRQIECTIVE '�.OWE7tORBE07l�tNIIBE STABILJ�D NRIHM /6 MY8 AFIBt HAV010 6EBJ l7.EARED OR 07F� DIBTURBm. IN7HE EVEM7HATANYLAImAREAI�MA0r8UNPRdiECi�OR HA8 NOT BEEN APPROPIaA79.Y STAB6QFD 18 DAYB ARTER HAVDIO B�N fXEAR�. Mt OO�1CTi0N ACEN1TYCH1'►FIE BRE. EJR:EAf FORAPPltOVED F.I�N MID SEDO@f�ATION CONIROLACTI1rtTY.81VLLL OW�IATRY CEABE UNiR SIICFI A Thff A8 BRID LAND ARFA W18 BE�d APPROPRNTaY PRCIECIED OR STABLL� 2 M&1E AREA9 YMfrJtE NO WRR�R WOQIC IB AWi1dPATED 1M1FIM 48 fpUl�„ Nl AFE/1B STRIPPED Of YEOETATION OR O'RIBtIN98E E7�O�ED. AICLImMK� RQqDWAY EA�IWpA@ITB, &4LLL BE IWiIEaATELY PR07EC� OR STABa� BY A I�TXOD AHMtdVED BY TFff CRY & THEOOMRACT'OK8WLLLATALL?IME9NAVEAVNIABIEFORTHEPHQIECT ��f! WANi�11E8 OF PRO�fEf:I1NE COVQiMO RM1THnAL870 OiQ�iATH.YBTA� Nl D�7!lAB�AF�AB. F DWECiF.D TO D080B1'Ti� PRDJECT EPK�O�R OR TF� DQiECfOR. 0. TI� PFiO.IECf Q�II�R &ULLL VI81T TF� OEVELOPMENT 8RE A A�@0NM OF ONCF PER YYEBG YYNOE lF/EL 4 OON�ROl.B ARE fiEGliQiED. FOR TIIE PURP09E OF MB�CiWO TNE EIt0810q Alm S�D@RATION <70NiROL F/k�O.IT�B. REN�N�OrD Ti� PROlaR698 OF �1. AIlD VBtffY1M0 TI� EFFECIIV� OF Tl1E ER08tON OONiRa A�ABi� BEOrO UlIDERUImI n� rr�cr o�m+� ewu� orr�w�.r u�arar n� owecrort aF �wr PROBLEMS OR POTF1filAL PROBLEIAB OBBERN� DURU�f� 8M1ID BIIE VI8118, A8 WBL A8 AlIY �JID� f7�IR110E8 Oi lf� H�ION ODNIimI AiffJ�UAE$ TO BE UImERTA1�N YYMEN F�C{JE87FD BY7F¢ O�iECfCR 7}¢ PRQIECi EIK� 8lIALL PRO'VmE 7!� DIRECfCR WRM YYNI'IEM I�8 OF SND W�MY SIIE VI&f8. INCWDUq 011TE8 OF VI8lT8 Aim N01� &1'E OBBERNATbNB. s w►� tsva z ao�rtttot.e HnvE emr � ev nre vao�ECr � nrmuors r� er� c�tr our+n+o � n�uoo Faw ocroea� 1 TFRtOUGH APRLL 90 Of4Y, Alm f�7RUC110N ON A&fE FN9 NOI �i COMPLEl8/ Alm APP1a0NED 9Y TF� GIY BY OCTOBER 1 OF A OIVOI YEAR OR EI� f�t01AYD SUf�ACE8 N� NOT PEl�MImf1LY 8TA9R�1D BYlW1T DJUE, !W YYOfiK 8MI1LJ. BB PEt�IRiED qV 7F� PRDJEC� 8rtE ORF�R7FilIN FOR TI� R18T/LLLATION OR AAAIPIfFNANCE OF APPROY� ER0610N A!m S�OA@IfATpM CONiROL F/�6J�IE8 UMLL SI�Fi A TWE AB LEHF12 EROBION MID �AIENTATlON CONiROL PU1N HAS BE@l ARKIOVED BY T}¢ CRY A!m L6YEL 2 COMROLB HAVE BffN O�LBdENim ON THE PltO.�CT 81iE i MINIMUM EROSION AND SEDIMENTATION CONTROLREQUIREMENTS � ernenewnaa a+o sEOa�r rnnrPwc� ai owos�n aro uNwoai�o sous wauwNo 80LL.8 NOT AC7IVELY BEOp3 YWI� SWLLL 8E STABR�D 8Y BURIiBLE APPltGT10N OF BI�B. FRCM OCTOBHt 1 TFQtOUOFI APRR 80. 8d18 NOT P�CTIVaY BEPp WORI�D 8lIALL FBWN UN8TA80.1�D FOR t�p MOf� TFYW 4B XOURB FROM MAY 1 TO BEPIBiBER 90. Tf¢ OON7RACTOR SIMLL W1VE MATERWS READRY AVAMBLE TO SfABLL� OENU� AFEAB AS&IEANDWEATiHtt�lIDrtW118DICTATE PRIORTOLEAWK�Ti�8RE.8TORMWA7Ht RUMOFF BFW.L PA86 7FUt0Uf#1 A�DOdENT POIm.8ED0�Nf TRAP.OR dR�t ' APPROPRIAIE 8� 2�JNEAIE dFAPolqANO EABEMEM LW118. CLEARMO LWI78. AN1f SENBrtNFJCRITICAI �rr�nsam n� euF�ns. a�m ��um�s aiauee a.�uar wu+�o m n¢ F�D. a �iortaFnvance�rrr�ar�r�a �atnca�rr�r�sawieE�xo�cr� FROM BEDp�M DEPOBRION BY APPR�RIA7E U8E OF VECaETATIV! BllFFER 87R0�6. SEDU�T B� OR FlL'I'FRB. D0�8 OR �RA:Cl10�0. OR BY A COI�WATION OF Tfr9E MFAS�S Mm O�iXERAPPROPRIATE B1AP8. 4. TWRIOANDS�I�WZATIOAIOFB�IMBVTTRAPPMOA�A8YF�8 BEDII�N1'PONDBAND TRAPB. PEROIff7ER D0�8. �AMENT BAWilER8/1Im OTH82 B�8 O�R9d0� TO7RAP BEDUAB'!T ON�SRE &W.L BE CONSiRUCI'm A8 A PIRS'f 87� Od f3RADMQ T148E 86�8 SFYLLL BE WNCTIONIIL B� WiD DI87URB0V0 ACTMTIES TAI� RJ10E. EARRIEI! 8'ifAJCRIREB SUQI AS OMIS D11�8. Atm DNBt810N SHALL BE 8TABLL� A�iD TO 7FE TW WO Oi01C/1TED RI IfEM (1)ABONE. 6 &APEBTA&tJT.A7KW CtJfANDFlLLBLOPE8&W1BE(�IYBTRUCi�INAY4MiERTW1T wa� �m�art� eraosaN. � sar au�ac�s ar� r� ro s�aorH SUI�ACES INiE1ZCEPTGPffi 8li0ULD BE OON6T(d1CiED AT 1HE TOP OF LCNQ g1EEI+ SLOPES VIM1IICM HAVE BK�tiffMN�R Ai�AB ABONE THAT CONTPoBUIE i6Jti0FF OOIK�NIRATED RIAiDFR SHOULD NOT 8E ALLOW� TO ROW DOWN 7!¢ FACE OF A OUf OR RLL SLOPE tA�6FP800NfAQED VYI7X�i AN ADEGIlATE Cf1A18�� OR PIPE BLOPE IXtAOd. WF�iEYFRA BLOPE FAOE 1�E8 A WAT9t B�PAOE PIM�, ADEQWTE DRN/dKiE OFt n� �cria+ aNauw ee ParnrmEn a aoumar. s�aPES sFau�o ee arne�t� a AOf�ApCE W11F1 REM (1)ABOVE & OONTROLLINO OFFSIIE F.RDBWN PROPBtT�9 Alm WA76tWAY8 DOWNSTREMA FROM DEVELOPMEIfr SREB 9W1LL BE PRORECTED FROM ER0810N WE TO WfXtEABEB M'IF� 1IOUAME. 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