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Baker Rock - CP12006 City of Tigard 13125 S\X'Hall Blvd. '■ CONTRACT CHANGE ORDER #2/ Tigard,Oregon 97223 � g' g AMENDMENT SUMMARY FORM Phone- (503) 639-4171 1 Fax- (503) 684-7297 9www.ti rd-ongo Project Title: FY2012-13 PMP Asphaltic Concrete Project Manager: Mike McCarthy Overlay Contractor: Baker Rock Resources Original Contract#: CP12006 $Amount: $816,794.69 Effective Dates: May 16, 2012 Chane Order 2/Amendment Amount: $10,475.30 Amendment Percentage Running Total: % AMENDMENT DETAILS Original Contract and Change Order 1 Accounting String: 95001-412-140 Chane Order 2 Accounting String: 94024-510-140 CHANGE ORDER DETAILS UNIT QTY UNIT$ TOTAL$ Original Contract 816,794.69 Chane Order 1 34,039.50 Chane Order 2 SY 178 58.85 10,475.30 Total 861,309.49 REASONING FOR CHANGE ORDER/AMENDMENT' Change Order 1: Add 100`''Ave. See attached plan sheets 7A& 7B Change Order 2: Construct storm trench paving, removing the top rock and place two 3 inch lifts per Baker Rock 6-22-12 quote and as indicated on the plans sent June 19, 2012 and attached to this change order REQUESTING PROJECT MANAGER APPROVING STAFF See Chane Order Forms 1 anq,2 Attached Zod �Si tiure Si afore Date Date Contractor is hereby authorized by the City of Tigard to perform CONTRACTOR the additional work described below in accordance with the terms and conditions detailed in the original contract along with all See Change Order Forms 1 and 2 Attached applicable rules, regulations, and laws that may be in effect for Signature the work. The unit pricing in the original contract shall apply to all additional work. 3 copy of this form, once completed, is to be forwarded to the Purchasing Office to ensure all changes to the encumbrances are met. Remember—the cumulative total of Amendments cannot exceed 25%of the original contract. r Date CITY OF TIGARD = CHANGE ORDER No. 1 Project/Contract No.: 2012-04024 Contractor Name &Address: Work Location:100'h Ave,McDonald to View Terrace Baker Rock Resources 21880 SW Farmington Rd Beaverton,OR 97007 Contractor and the City of Tigard agree on the quantities described below in accordance with the terms and conditions detailed in the original contract along with all applicable rules, regulations, and laws that may be in effect for the work. The unit pricing in the original contract shall apply. Description of the Work(include specification if non standard items): Add 100`b Ave. See attached plan sheets 7A&7B,&breakdown of item adjustments. Description of Additional Work Unit Quantity Unit$ Total$ Increased amount $34,039.50 Total amount of this change order $34,039.50 Original contract amount $816,794.69 New contract amount $850,834.19 CITY OF TIGARD CONTRACTOR Signature: Signature) Name: chael D. McCarthy Name. 76M Title: Project Engineer Title. Date: 7--5-2012 Date. Approved: Date Page 1 of 2 PAVEMENT OVERLAY CHANGE ORDER NO. 1 ADD TO SCHEDULE A June 4,2012 Impacts of revision: 1. Decrease the quantity of bid item no. 2 of Schedule A (Cold Plane Pavement Removal) by 16 SY (9345 SY to 9329 SY) — 16 x$2.80/SY= ($A1.8% 2. Increase the quantity of bid item no. 6 of Schedule A (Adjust Sanitary/Storm MH) by 6 (58 EA to 64 EA) — 6 x$170.00/EA= $1020.00 3. Increase the quantity of bid item no. 8 of Schedule A (Adjust Utility Valve Box) by 1 —(75 to 76) - $50.00EA= $50.00 4. Increase quantity of bid item no. 10 of Schedule A (Asphaltic Concrete Overlay) by 390 Tons (6239 Tons to 6629 Tons) - 390 x$80,67/Ton= $31,461.30 5. Increase the quantity of bid item no. 14 of Schedule A (Construct AC Curb) by 80 (from 987 to 1067) - 80 x$3.5/LF = $280.00 6. Increase the quantity of bid item no. 18 of Schedule A C/4"-0" Shoulder Rock) by 23 Tons (88 Tons to 111 Tons) - 23 x$44.00/Ton = $1012.00 7. Increase the quantity of bid item no. 25 of Schedule A ((Pavement Marking (S) (1'Wide)) by 12 LF (160 LF to 172 LF) - 12 x$7.90/LF= 9�4.80 8. Increase the quantity of bid item no. 32 of Schedule A (Pavement Marker—Bi-Directional Yellow) by 10 EA (468 to 478) - 10 x$4.20/EA= $42.00 9. Add new item no. 83,which will be part of Schedule A: (4"diameter yellow pavement markers)—27 EA - 27 x $4.60 = $124.20 Total additional cost to contract Schedule A= $34,039.5 Drag Revisions: 1. Sheet L2 omit butt joint station 12+00,south side. 2. Insert Sheet L3A &Sheet L3B after Sheets L3 of the construction plans. Page 2 of 2 CITY OF TIGARD CHANGE ORDER NO.. 2 P ect t ontract f4o.: -20-2-0402.4 Contractor Name &Address: Work Location:McDonald Street Baker Rock Resources 21880 SW Farmington.Rd Beaverton,OR 97007 Conttactor and the City of Tigard agree oterms n the quantities described below in accordance with the and conditions. detailed in the original contract along with allapplicable rules, regulations, and laws that may be in effect for the work. The unit pricing in:.the.ori i al contract shall apply. Description.of the Work(include sped#catiort Whon standard items): Construct storm trench paving,removing the top tock&place two 3 inch lifts per Baker Rock 6-22-12 quote&as indicated on the plans sentjune 19,2,012&attached to this change order. �tlhglit, 7 1:i;* . Via, Trench paving SY 178 $58.$5 $10;475:$0 Total amount of this change order $10,475.30 Previous:contract amount $848,208.44 New contract amount $858,683.74 Signature: "'?i � Srgnafure.-�—`' , Name:Michael D.McCarthy .Tame: Title: Project Engineer Tvk ;5- Date;_ 012 Date. Approved: Date Page 1 of 1 Use 2 3" tiffs of level 3 1/2" a 7-1V5 dense HMAC or-matal4� Lt-thicken Use-2=&"Ve1-3-112e-dense HMAC for inside-of trench patch Fi Exist EOP 1. Slope=2Z on MIN McDonald St Match exist Sowcut line 6-„ I4- on 103rd AveMIN 1' Sowcut line CD 0 of E MIN l EG Additional pavement ' as required 2- 1 to match Bose exist EDP tK U Material (McDont J `o p� 8” Min. o only) Extend base a $ b a u material to `' o '`� r E U sawcut line (McDonald St Ci only) o � Qi Y N2 b r c 0 °' 6" Min bedding 6" 6' a a below outside of A41N MIN :I pipe bell 3/4" - 0" crushed aggregate h b O { r Trench foundation stabilization if required riNO + 1. Joints to be tacked and 4schded 2. Sawcut at least 6" inside existing edge of pavement the full length of �Q Q the trench along McDonald Street J. Trench p g area Is measured V based - t e top or��of the po►�ng from outsi E e e of patch to o ide ed Jif-TLpotch N D TYPICAL PIPE TRENCH DETAIL NTS Revisions and Addendume - Dsecr tbnNNM E�owEErtrra olv�Addendum , CLIC wORKB DEPNO SCALE 13'23s `�" �y 11G4RD, ORE6'O V 972: VOICE.• 503-639-417 FAX.' 503-624-075,2 11 WWW.W4R0-OR.COV DESIGN:RCW I DRAWN:RCW'CHECK: MDM 21880 S.W. FARMINGTON ROAD BEAVERTON, OREGON 97007-5470 PHONE(503)642-2531 FAX(503)642-2534 a CCB#3838 BAKER RUCK R E S O U R C E S E-MAIL TRANSMISSION - - CHANGE ORDER QUOTE - - DATE: 6/22/2012 FROM: Marcus Schoenberg TO: City of Tigard ATTN.: Zen Dutson Total Pages Transmitted(including this page): 1 This quote is valid for 15 days from the date of bid. RE: 2012 Pavement Overlays, McDonald Street Storm Sewer Trench Patch Per information you provided 6119/12, we will furnish and install the following items upon competent approved substrates by others: Item Description Quantity Unit Unit Price Total 1 Excavate temporary surfacing material to 6 inch depth and 178 SY $ 58.85 $ 10,475.30 replace with 6 inches of Level 3, 1/2 Inch Dense HMAC in 2 lifts. NOTE: Completed with other scheduled work on McDonald Street. Excludes: Saw cutting, correction of substrate soft spots, density testing of base material riser iron or adjustment of utilities or other structures, striping or pavement marking. Dayton McMinnville Scappoose 503)864-2219 (503)472-2189 (503)543-7141 FAX(503)864-4587 FAX(503)434-5710 FAX(503)543-4001 a 40Wf A ,., Feather new pavement ra into exist driveways ormaed by y� Shoulder i thefield the engined V) v rock (typ) - r Wfew V 6� • ° W N i 100TH 0 3 O AVE W m N W W zi Feather new ' . w Z pavement into . 'Z 0 ' a exist CBi Z O J B D V CONTINUED ON SHEET — 1-313 W .x J Construct new S . Y �► * _ � { � AC curb 50 LF r s e ► ;, ,, �►` - J U z Feather new', W pavement into J exist CB '' .. J O P ttons lace atd yellow centerlineuof street — 27 EA. .{o 6, p � oP PROF�c - v,. * ,_ "' ', ;• See Yellow Pavement Marker Detail e � o O e -> :,'x Sheet L3B. O a y Every fourth marker sholl be o v �,� �,p®y N 4' �. `' 0�°3 Type 1(B) Bi—directional ye/low reflective r marker as shown in the Pavement W , ^ a Marling Detail on Sheet CS1 — 10 EA. N a a„ , •. r z 140 p U a >� Z "' Revlelom and Addendume Date o. ° DI FY 2013-13 PAVEMENT MAINTENANCE PROGRAM SHEET du WORKS o�l�„ PaVemetlt ®Verla 7A Deeor tion SCALE: 1" = 30 1a12s s.w. 1wt ern ®� 3 t :512911 PROJECT WAW, a%-GON417171 �z 30' 15' 0 30• fww,» oR- 2 100Th Ave - McDonald St to View Terrace a DESIGN.RCW DRAWX-RCW t:Ff CK: MDM Vera a o U 0695 CONTINUED FROM SHEET — Li Feather new pavement 5' exist driveways or as AC curb marked by the engineer in ` =a. the field V } w Feather new pavement into exist catch basin CONTINUED BELOW — THIS SHEET 4.00" Replace f0.125" W -1 W stop bar (S) .� 1 N — 12 LF 0-40--0-75 H y 4.00" W t Con cut } PAMWENT MARKER > 4 DU scow BUTTON mo O � — 30LF wit YELLOW PAVEMENT MARKER DETAIL m NTS e h Feother 10 in' Of a o O exist pavement I Ng Of do OREGON ry0 p EE oU v SZ Revisions and Addendum ENGMEERNS DIVISM FY 2013-13 PAVEMENT MAINTENANCE PROGRAM sLJBBT o° Description Date No.I B PUBLIC woaca DEPARTMENT 1 2s 1 SCALE: 1" = 30 a i3i23 S.W. WU BLVD. Pavement Overla 78 ADn f ncaa0. OREWN 97223 O 1 -0� PROJECT va. S0J_2-"" 100Th Ave McDonald St to View Terrace z 30' 15' 0 30' , FWW ."r%4RD-0RG0V LE N 0i Im I NO %0 111111a DE8W6 RCW DRAWK-RCW aWC-K: INDM Ver a y a y�U 0695 I W n Q I 6+69.20A, 16.16R= N F— 1+17.20B SD MH No. 2 C C Construct inside MCDONALD S drop c nnection OHP P OHP H OHP OHP OHP OHP OHP OHP H G G 3 d C G G G tms G s SS S 3 SS SS SS 3 .504 2+Oa4 +504 3+004 3+504 4+Oa4 4+5 5+OOA 5+504 6+004 6+ 7+Oa4 7+5Q4 -T-� W w — _ W MIDI W W y✓ I y� W 16-DI W W W W W 18' 6 i Wi G G G folxs t W • , W Cie 8 10342 Q 6+39.96A, 16.86R 4+36.1OA, 13.02' R.Remove exist CB emove exis ' Exist SD M 4+76.00 and install type W CMP SD and rep/ace Connect new 18" pipe from Grade break G-2 CB No. 4 0 > with 14.45 LF of 12"ADS the east o 1E=268.13 Q at grade shown in profile. C nnect exist 8" pipe Connect to new manhole No. 2 as shown from the S£ X h A� ►�/ !� I � 'K g II N r\ f\290 d N p Go N N 11 1. Thisrevisionchanges the grades of ,00 NO o Q 2 II �3, p o o the proposed storm drain line. All o Q06 m O W o0 other work on McDonald St shall sholl J �' °i II 2 2 be according to the original plans = C14p A4 Dona or ono d Sost °oi a 2 p to+ a II 4 +N � + O ` co� h W W to 11 2. Pothole all potential conflicts and as o O�� Y 280 � y ` directed by the engineer and report c 61 O EM"OG Exist exact location and elevation at least k 24 hours before working in that area + k W `� 0 •t W� W s,•W ��• 9 w, OVE EX ST SO PI Z: vn�1-50 S12 CJ OD .•b F5 LF 18, �br s'w7 ' 270 G44.10 1s �,. 2941 zs=o.o1 o iFF� 4 ss 18' 39. 1 LF ipe Grade l '�S� o �c � � 79.63 18 Sa0.00 3 18 PVC �w � �,G V 9 ti 28.3 S 0.0012 N IE=20,8.13 II C900 S=0.022 N ORE ON N ti II ✓ aw 260 9 21. D. 255 2+504 3+o04 3+504 4+004 4+504 5+04 5+5a4 6+oQ4 6+504 7+OL11 e Revisions and Addendums ENGINEERING DVISION M C D O N A L D STREET ET Description Date No. By PUBLIC WORKS DEPARTMENT 1 Revised storm drain layout & profile 670-771-2 A SCALE: 1' = 20' ., 13125 S.W. MLL BLVD. Storm Drain Improvements ' �- 1lGARO, OREGON 972?3 OF W/CE.• 50-639-4171 Rol 10, 0 20 , 1 � 0R-G0V STA 4+36,AA to xxx.xx FILE NO k4 Layout Profile Revison o69e DESIGN: RCW I DRAWN: RCWJ CHECK: A4DMI PROJ.NO: M City of Tigard 13125 SW Hall Blvd Tigard, Oregon 97223 Phone: 503-639-4171 Fax: 503-684-2797 CONTRACT DOCUMENTS for the construction of FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay Project No.: CIP 2012-95001ac PRO,c�s W� G1N��,P y a 58358PE OREGON /may ✓`� ?l,l9gg �� DAVID MSP Approved by: MiStone,P.E.,City Engineer EXPIRES: I31 20J 2. Bid Proposals Due & Bids Open: May 8, 2012 - 2:00 PM Version: February 11, 2010 41 CITY OF TIGARD, OREGON CONTRACTDOCUMENTS FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay DATE DUE: May 8, 2012 TIME DUE: 2:00 PM Envelopes must be sealed and marked with project title. Bidders must submit one (1) original of their Bid. If a bid exceeds $100,000,Bidders must submit a First Tier Subcontractor Disclosure Form,provided in this packet,to the City no later than 4:00 PM,May 8,2012. PROJECT MANAGER: QUESTIONS REGARDING THE BID: Mike McCarthy, P.E. Joe Barrett,Sr. Management Analyst City of Tigard, Public Works Engineering City of Tigard, Procurement Office Phone: 503-718-2462 Phone: 503-718-2477 Fax: 503-624-0752 Fax: 503-684-2797 Email: mikem@tigard-or.gov Email: joseph&tigard-or.,ov SUBMIT BIDS TO: Joe Barrett, Sr. Management Analyst City of Tigard—Information Desk 13125 SW Hall Blvd Tigard, Oregon 97223 Page 2 CITY OF TIGARD ADVERTISEMENT FOR BIDS FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay The City of Tigard will receive sealed bids from qualified firms at Tigard City Hall's Information Desk at 13125 SW Hall Blvd., Tigard, Oregon 97223 until 2:00 PM local time, May 8, 2012 for the FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay construction project. Bids will be opened and publicly read aloud immediately after the bid's closing time and date at Tigard City Hall. The project,Asphaltic Concrete Overlay,generally consists of the following: 1. Construction of Asphaltic Concrete Overlay 2. Asphalt concrete and road base removal and repair 3. Temporary signage,protection,and traffic control 4. Striping and Pavement Marking 5. Performance of additional and incidental work as called for by the specifications and plans. Pursuant to Tigard Public Contracting Rule 30.055, all bidders must submit a bid security to the City along with their bid in an amount equal to ten percent (109/6) of their base bid. In the event a bid exceeds $100,000,Bidders must submit a First Tier Subcontractor Disclosure Form,provided in this packet, to the City no later than 4:00 PM local time,May 8,2012. The City anticipates this will be a prevailing wage rate project. The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to minimum salaries and wages shall be incorporated by reference as if fully set forth in any contract resulting from this Invitation to Bid. Contractor shall provide proof to the City prior to the beginning of any of the work that the Contractor has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. No bid will be considered unless fully completed in a manner provided in the bid packet. Facsimile and electronic (email) bids will not be accepted nor will bids be accepted after the stated opening date and time. Bids received after the closing time will be returned to the submitting firm unopened after a contract has been awarded for the required services. Bid packets may be obtained in person at Tigard City Hall's Information Desk located at 13125 SW Hall Blvd.,Tigard, Oregon 97223, or by contacting Joe Barrett, Sr. Management Analyst, at either (503) 718-2477 or joseph@tigard-or.gov. The City may reject any bid not in compliance with all prescribed public bidding procedures and requirements, and may reject for good cause any or all bids upon a finding of the City if it is in the public interest to do so. Published: Daily Journal of Commerce Date: April 24, 2012 Published: Tigard Times Date: April 26,2012 Page 3 TABLE OF CONTENTS TITLE PAGE TitlePage--- ------------------------ --------- ------------------ -------------------------------------------1 Advertisement for Bids. 2 Table of Content 4 INSTRUCTIONS TO BIDDERS Section 00120 Bidding Requirements and Procedures------------------------ _ ___ 5 Section 00130 Award and Execution of Contract_- --------- ---------------------------------------------14 BID BOOKLET AttachmentA Proposal------------- ---------------------------------------------------------------------------------------19 Attachment B Acknowledgement of Addenda---------------------------- _ 23 Attachment C Bid Certifications 24 ________- __ ------- -------------------------------------------- Attachment D First Tier Subcontract Disclosure Form............... 25 Attachment E Bid Bond Form---------------- - CONTRACT BOOKLET Attachment F Public Improvement Contract--------------_.............. ----------------------------------- 27 Attachment G Performance Bond Form Attachment H Payment Bond Form-------------------------------- ...... -------------- 43 Attachment I Supplementary General Conditions--------------------- ------------ __ 45 Attachment J Special Provisions____________________________ Attachment M Standard Details-----------------------------------------------------------------------------------------66 Attachment N Oregon BOLI Prevailing Wage Rates------------------------------------------------ 67 DRAWINGS FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay - Dated April 20, 2012 Drawings pages 1 through 71 Page 4 SECTION 00120- BIDDING REQUIREMENTS AND PROCEDURES This Section replaces Section 00120 of the 2008 edition of the Oregon Standard Specifications for Construction. 00120.00 Bid Closing Time and Date-The advertisement,included in the Bid Booklet sets the deadline date and time for submitting bids. 00120.01 General Bidding Requirements -Bidders may obtain and submit Bids by paper before the deadline stated in the Advertisement for Bid and at the location stated in the Advertisement for Bid. 00120.05 Requests for Solicitation Documents- Informational Plans and Specifications (not for bidding) are available at the City of Tigard, 13125 SW Hall Blvd.Tigard, OR 97223 at no charge. Copies of the Oregon Standard Specifications may be purchased at the ODOT Procurement Office-Construction,Contractor Plans, 455 Airport Road SE,Building K,Salem, Oregon 97301-5348 (telephone (503) 986-6936). The Oregon Standard Specification can be obtained on line free of charge at: http://www.oregon.gov/ODOT/HWY/SPECS/standard specifications shtml. (a) Paper Bids -Bidders must obtain Solicitation Documents from the City of Tigard, 13125 SW Hall Blvd.,Tigard,OR 97223. Each request must include both the name of the person ordering or obtaining the Solicitation Documents,and the name of the Entity intending to use them. (The City will add the name of the Entity intending to use the Solicitation Documents to the list of Holders of Bidding Plans.) Bidders are cautioned that only Solicitation Documents obtained from the City of Tigard may be used to submit Bids. (b) Standards and Specifications -The work embraced herein shall be done in accordance with the following standards and specifications. City of Tigard Public Improvement Design Standards___________________ ....Download from the City's web site Supplementary General Conditions______________________________ _ ___ - -- - _Included in the Bid Booklet Oregon Standard Specifications Version 2008—Volumes 1 and 2_____ _______________ Available from ODOT (See web site address above) Copies of these standards and specifications can be found at the locations stated above. 00120.10 Bid Booklet-The Bid Booklet may include,but is not limited to: • Proposal • Acknowledgement of Addenda • Bid Certifications • First Tier Subcontractor Disclosure • Bid Bond By signing the Certificate of non-collusion,Bidder certifies that this bid/proposal has been arrived at independently and has been submitted without collusion designed to limit independent bidding or competition. 00120.15 Examination of Work Site and Solicitation Documents;Consideration of Conditions to be Encountered-Before submitting a Bid,Bidders shall carefully examine the site of the proposed Work,the Bid Booklet,Plans, and Specifications. Bidders shall also contact Utility owners to verify all Utilities'anticipated involvement on the Project Site. Bidders are also encouraged to review any subsurface investigation material referenced in 00120.25 that may be available. Submission of a Bid will constitute confirmation that the Bidder has examined the Project Site and Solicitation Documents, finds the Plans and Specifications to be sufficiently detailed and accurate to enable Bidder to properly perform the Work,and understands the conditions to be encountered in performing the Work and all requirements of the Contract. Page 5 The City and its employees will not be responsible for loss or unanticipated costs suffered by the Bidder because of the Bidder's failure to become fully informed about all conditions of the Work, or failure to request clarification of Plans and Specifications Bidder believes to be erroneous or incomplete. (a) Clarifications -Any clarification of Plans and Specifications needed by the Bidder shall be requested in writing through the Procurement Office. Requests shall be made in sufficient time for the Agency's reply to reach all Bidders before Bid Closing. Oral explanations or interpretations given before receiving Bids for a Project will not be binding. To be binding,interpretation of the Plans and Specifications by the City must be made by written Addendum furnished to all Holders of Bidding Plans according to 00120.30. Notification of erroneous or incomplete Plans or Specifications shall also be submitted to the Procurement Office. Such notification shall also be made in sufficient time for the City to make any necessary modifications and issue Addenda to Bidders prior to Bid Closing. (b) Protest of Specifications or Terms -A bidder who believes any specifications or terms detailed in the bid packet or sample contract(Attachment F) are unnecessarily restrictive or limit competition may submit a protest in writing,to the Procurement Office. A protest may be submitted via facsimile. Any such protest shall include the reasons for the protest and shall detail any proposed changes to the specifications or terms. The Procurement Office shall respond to any protest and,if necessary,shall issue any appropriate revisions,substitutions,or clarification via addenda to all interested Bidders. To be considered,protests must be received at least seven- (7) calendar days before the bid closing date. The City shall not consider any protest against award due to the content of bid specifications or contract terms submitted after the established protest deadline. All protests should be directed to the Procurement Office and be marked as follows: Bid Specification/Term Protest FY 2012-13 PAVEMENT MANAGEMENT PROGRAM—.asphaltic Concrete Overlay May 8,2012 City of Tigard Attn: Joe Barrett,Sr. Management Analyst 13125 SW Hall Blvd. Tigard, Oregon 97223 If a bid protest is received in accordance with section above,the bid opening date may be extended if necessary to allow consideration of the protest and issuance of any necessary addenda to the bid documents. The City is not obligated to consider any protests unless the issue has first been submitted for clarification and a decision issued under subparagraph (a) above. 00120.16 Material,Equipment,and Method Substitutions -When the Contract specifies certain Materials,Equipment,and/or methods,the Bidder shall include those Materials,Equipment,and/or methods in the Bid unless the Engineer has issued an Addendum granting approval to substitute. The procedure for requesting approval is as follows: (a) Written Request- If a Bidder proposes to use Materials,Equipment and/or methods other than those specified, the Bidder shall send a written request to the Engineer,at least seven Calendar Days prior to Bid Opening,including complete descriptive and technical information on the proposed Materials,Equipment and/or methods. (b) Functional Similarity -Materials and Equipment proposed for substitution shall be similar in design, and equal or better in quality and function to those specified. Page 6 (c) Manufacturer's Information - If manufacturers'brochures or information is needed, the Bidder shall submit three copies of each with all pertinent information clearly marked. (d) Differences -The Bidder shall specifically note all differences between the specified Materials, Equipment and/or methods and the proposed substitutes. (e) Cost-Where a substitute will result in alteration of the design or space requirements, or any other modifications to the Plans, the Bidder shall include in the substitution request all items of cost for the revised design and construction. (f) Notification of Holders of Bidding Plans - If the Engineer approves any proposed substitution, such approval, and any modifications necessitated to the design and construction by the substitution,will be acknowledged by Addenda. Unless the Engineer has approved substitutions of Materials,Equipment, and/or methods prior to opening of Bids, the Bidder shall furnish the items specified in the Contract. Substitution after Award is specified in 00180.31(b),00180.31(c),and 00180.31(d). 00120.17 Use of City-Owned Land for Staging or Storage Areas -The Contractor may use City-owned property for staging or storage areas, subject to the following limitations: (a) Within Normal Right-of-Way Limits - If approved by the Engineer, the Contractor may use available property within the normal Right-of-Way limits for the purpose of constructing improvements under the Contract. Where the City owns, or has rights to, other adjacent properties in the Project area, "normal Right-of-Way" is limited to a line drawn across that property connecting the normal Right-of-Way limits on either side of the property. (b) Outside Normal Right-of-Way Limits -The Contractor may not use City-owned property outside of normal Right-of-Way limits for the Project without the approval of the City. If a Bidder obtains approval before submitting a Bid,use of the property will be at no cost to the Contractor,or at a cost stated by the Engineer upon granting approval, as confirmed by Addendum. If approval is not obtained before submitting a Bid, and the Contractor proposes to use City-owned property outside the normal Right-of-Way limits, then use of the property may be approved by the Engineer, but the Contractor will be assessed fair market value,as determined by the Engineer, for use of the property. (c) Restrictions on Use - Contractors shall comply with all applicable laws, ordinances, and regulations pertaining to use of City-owned property, and shall: • Not cause unreasonable impacts on traffic and other facility users. • Clean up all hazardous materials deposited by, or resulting from, Contractor operations. • Be responsible for all costs associated with use of the property. 00120.20 Interpretation of Quantities in Bid Schedule -Quantities appearing in the Bid Schedule are approximate and are provided only for comparison of Bids. The City does not warrant that the actual individual items,amount of Work, or quantities will correspond to those shown in the Bid Schedule. Payment to the Contractor will be made only for actual quantities of Work performed and accepted or Materials furnished and accepted,as required by the Contract. Quantities of Work to be performed and Materials to be furnished may each be increased,decreased,or omitted as provided in 00120.30 and 00140.30. Page 7 00120.25 Subsurface Investigations - If the City or its consultant has conducted subsurface or geologic investigations of the proposed Project Site, the results of the investigations may be included in written reports. If reports have been prepared,copies will be available at the Engineer's office. If the City has retained subsurface samples,they will also be available for inspection. Bidders and the Contractor may make arrangements for viewing the samples through the City's office. The availability of subsurface information from the City is solely for the convenience of the Bidder and shall not relieve the Bidder or the Contractor of any risk,duty to make examinations and investigations as required by 00120.15,or other responsibility under the Contract Documents. It is mutually agreed to by all parties that: • The written report(s) are reference documents and not part of the Contract Documents. • The subsurface investigations made by the City are for the purpose of obtaining data for planning and design of the Project. • The data concerning borings is intended to represent with reasonable accuracy conditions and materials found in specific borings at the time the borings were made. 00120.30 Changes to Plans, Specifications,or Quantities before Opening of Bids -The City may modify the Solicitation Documents by issuance of an"Addendum"to all prospective bidders within a reasonable time prior to bid closing to allow bidders to consider them in preparing their bids,but in no case less than 72 hours before the bid closing. If an Addendum is necessary after that time, the City,at its discretion, can extend the closing date. Any Addendum issued,as a result of any change in the Solicitation Documents,must be acknowledged by submitting the "Acknowledgment of Addendum" (Attachment B) with a proposal. Only questions that are answered by formal written addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 00120.40 Preparation of Bids: (a) Bidding Considerations - Bids must be prepared on the Bid Proposal included in Attachment A and must be completed, signed, dated, and submitted prior to the closing date and time. All bids shall be prepared and submitted in ink or typewritten. By submitting a completed Bid Form, the Bidder is stating their conformance with all requirements of the Invitation to Bid which will be incorporated into any subsequent contract. Failure to comply with all requirements set forth in the Invitation to Bid may result in the rejection of a bid. Bidders may refer to the following Subsections for requirements that may affect bidding considerations: • 00120.80, Preference for Oregon Resident Bidders • 00130.80,Restrictions on Commencement of Work • 00150.55,Coordination of Work • 00150.75, Protection and Maintenance of Work • 00160.20(a),Buy America • 00160.20(b), Buy Oregon • 00180.20, Subcontracting Limitations • 00180.21, Subcontracting • 00195.50(a-1), Incidentals • 00195.00(a),Cost of Insurance and Bonds Page 8 (b) Paper Bids -The Bidders shall not alter,in any manner, the paper documents bound within the Bid Section. Bidders shall complete the certifications and statements included in the Bid Section of the Bid Booklet according to the instructions. Signature of the Bidder's authorized representative thereon constitutes the Bidder's confirmation of and agreement to all certifications and statements contained in the paper Bid Booklet. Entries in the Bid Section shall be in ink or typed. Signatures and initials shall be in ink,except for changes submitted by facsimile (FAX) transmission as provided by 00120.60 (in which case FAX signatures shall be considered originals). The Bidder shall properly complete and bind all the paper documents in the Bid Section, as specified in 00120.10, between the front and back covers of the Bid Booklet, except that the Bid Bond is not required if another permissible type of Bid guaranty is provided. (see 00120.40(e)). (c) Recyclable Products -Bidders shall use recyclable products to the maximum extent economically feasible in the performance of the contract set forth in this document. (d) Bid Schedule Entries - Using figures,Bidders shall fill in all blank spaces in the paper Bid Schedule. For each item in the paper Bid Schedule,Bidders shall enter the unit price and the product of the unit price multiplied by the quantity given. The unit price shall be greater than zero, shall contain no more than two decimal places to the right of the decimal point, and shall be expressed in U.S. dollars and cents (for example, $150.25 or$0.37). Bidders shall also enter the total amount of the Bid obtained by adding amounts for all items in the paper Bid Schedule. Corrections or changes of item entries shall be in ink,with incorrect entry lined out and correct entry entered and initialed. (e) Bidder's Address and Signature Pages -Bidders shall include in the Bid the address to which all communications concerning the Bid and Contract should be sent. The Bid must be signed by a duly authorized representative of the Bidder. (f) Bid Guaranty-All Bids shall be accompanied by a Bid guaranty in the amount of 10% of the total amount of the Bid. The Bid guaranty shall be either a Surety bond,irrevocable letter of credit issued by an insured institution as defined in ORS 706.008 or security in the form of a cashier's check or certified check made payable to the Agency. (see ORS 279C.365(4)). If a Surety bond is submitted, Bidders shall use the Agency's standard Bid Bond form included with the paper Bid Booklet. Bidders shall submit the bond with original signatures and the Surety's seal affixed. The Bid guaranty shall be submitted by mail, delivery service, or hand delivered to the offices and addresses, and at the times given in the paper Bid Booklet Acceptable Surety companies are limited to those authorized to do business in the State of Oregon. Forfeiture of Bid guaranties is covered by 00130.60, and return of guaranties is covered by 00130.70. A Bidders bid security shall be forfeited if the Bidder fails to execute the contract promptly and properly if so awarded. The bid security of all unsuccessful bidders shall be returned after a contract has been executed or all bids have been rejected. (g) Disclosure of First-Tier Subcontractors - If a Bidder's Bid on a public improvement Project exceeds $100,000, the Bidder shall,within two working hours of the time Bids are due to be submitted, submit to the Agency, on a form provided by the Agency, a disclosure identifying any first-tier Subcontractors that will furnish labor or labor and Materials,and whose contract value is equal to or greater than: • 5% of the total Project Bid,but at least$15,000; or • $350,000,regardless of the percentage of the total Project Bid. Page 9 For each Subcontractor listed, Bidders shall state: • The name of the Subcontractor; • The dollar amount of the subcontract; and • The category of Work that the Subcontractor would be performing. If no subcontracts subject to the above disclosure requirements are anticipated, a Bidder shall so indicate by entering"NONE" or by filling in the appropriate check box. For each Subcontractor listed, Bidders shall provide all requested information. An incomplete form will be cause for rejection of the Bid. The Subcontractor Disclosure Form may be submitted for a paper Bid either: • By filling out the Subcontractor Disclosure Form included in the Bid Booklet and submitting it together with the Bid at the time and place designated for receipt of Bids; • By removing it from the paper Bid Booklet, filling it out and submitting it separately to the Agency Procurement Office, at the address or FAX number given in the Bid Booklet. Subcontractor Disclosure Forms submitted by any method will be considered late if not received by the Procurement Office within two working hours of the time designated for receiving Bids. Bids not in compliance with the requirements of this Subsection will be considered non-responsive. 00120.45 Submittal of Bids: (a) Paper Bids - Paper bids may be submitted by mail,parcel delivery service, or hand delivery to the offices and addresses, and at the times given in the Bid Booklet. Submit paper Bids in a sealed envelope marked with the word "Bid", the name of the Project, and the words "To Be Opened Only by Authorized Personnel" on the outside. If a delivery or courier service is used,the Bidder shall place the sealed envelope containing the paper Bid inside the delivery or courier service's envelope. Closing time for acceptance of paper Bids is the time stated in the Advertisement on the day of Bid Opening. Paper Bids submitted after the time set for receiving paper Bids will not be opened or considered. The Agency assumes no responsibility for the receipt and return of late paper Bids. (b) Submission- One (1) original and one copy of the sealed Bid must be received before the stated closing time at the address listed below. To assure that your bid receives priority treatment,please mark as follows. FY 2012-13 PAVEMENT MANAGEMENT PROGRAM—Asphaltic Concrete Overlay May 8,2012 City of Tigard—Information Desk Attn: Joe Barrett,Sr.Management Analyst 13125 SW Hall Blvd. Tigard, Oregon 97223 Bidders shall include their firm name and address on the outside of the envelope. It is the bidder's responsibility to ensure that bids are received prior to the stated closing time. The City shall not be responsible for the proper identification and handling of any bids submitted incorrectly. Page 10 (c) Bid Opening-Bids will be opened immediately following the deadline for receiving bids as stated in the Advertisement in Tigard City Hall. Bidders may be present;however,award decisions will not be made at the opening. 00120.60 Revision or Withdrawal of Bids: (a) Modifications To Bids - In accordance with Tigard Public Contracting Rule 30.070 (A), a Bid may be modified after submittal so long as the modification is done in writing prior to the bid's closing time and date. Any modification must be prepared on the submitting company's letterhead, signed by a company representative, and clearly state that the new modification supersedes or modifies the prior bid. To ensure integrity of the bidding process, the modification must be delivered to the City's Procurement Office in a sealed envelope that is marked "BID MODIFICATION" and list the original bid title and closing date. (b) Withdrawal of Bids -Tigard Public Contracting Rule 30.070 (B) allows for the withdrawal of a bid so long as the bidding company submits a withdrawal request in writing on company letterhead and signed by a company representative prior to the time and date of bid closing. The withdrawal request shall be delivered to the City's Procurement Office and the bid shall be returned,unopened, to the requesting bidder. 00120.65 Opening and Comparing Bids -Bids will be opened and the completed streets and total price for each Bid will be read publicly at the time and place stated in the Advertisement for Bids. Bidders and other interested parties are invited to be present. See section 00130.00 for bid comparison information. 00120.70 Rejection of Nonresponsive Bids -A Bid will be considered irregular and will be rejected if the irregularity is deemed by the City to render the Bid non-responsive. Examples of irregularities include without limitation: • The Bid Section documents provided are not properly used or contain unauthorized alterations. • The Bid is incomplete or incorrectly completed. • The Bid contains improper additions, deletions, alternate Bids, or conditions. • The Bid is submitted on documents not obtained directly from the City,or is submitted by a Bidder who has not been identified by the City as a Holder of Bidding Plans, as required by 00120.05. • A member of a joint venture and the joint venture submit Bids for the same Project. Both Bids may be rejected. • The Bid has entries not typed or in ink, or has signatures or initials not in ink (save for changes received by FAX as provided by 00120.60). • Each change or correction is not individually initialed. • White-out tape or white-out liquid is used to correct item entries. • The price per unit cannot be determined. • The Bid guaranty is insufficient or improper. • The original Bid Bond form is not used or is altered. • The Oregon Construction Contractors Board registration number and expiration date are not shown on the Bid if required in the Solicitation Document.This requirement applies to State-funded or locally funded Projects,with the exception of Aggregate production and landscape Projects (not required on Federal-Aid Projects). • A disclosure of first-tier Subcontractors,if required under 00120.400,is not received within two working hours of the time Bids are due to be submitted, or the disclosure form is not complete. • The Bidder has not complied with the DBE requirements of the solicitation. • The Bid does not acknowledge all issued Addenda. Page 11 • The Bid contains entries that are not greater than zero. • The Bid contains entries with more than two decimals to the right of the decimal point. • The Bid entries are not expressed in U.S. dollars and cents. 00120.80 Reciprocal Preference for Oregon Resident Bidders -This Subsection applies only to Contracts for Projects financed without federal funds. Bidders shall complete the certificate of residency provided by the City in the Bid Booklet. Failure to properly complete the form will be cause to reject the Bid. As used in the certificate of residency and this Subsection,"Resident Bidder" means a Bidder who has: • Paid unemployment taxes or income taxes in the State of Oregon during any of the 12 calendar months immediately preceding submission of the Bid; • A business address in the State of Oregon; and • Certified in the Bid that the Bidder qualifies as a Resident Bidder. "Nonresident Bidder" means a Bidder who is not a Resident Bidder as defined above. In determining the lowest Bid, the City will, for the purpose of awarding the Contract,add a percentage increase to the Bid of a Nonresident Bidder equal to the percentage,if any,of the preference given to that Bidder in the state in which the Bidder resides (ORS 279A.120). The percentage preference applied in each state will be published on or before January 1 of each year by the Oregon Department of Administrative Services. The City may rely on these percentages without incurring liability to any Bidder(ORS 279A.120). This increase will only be applied to determine the lowest Bid,and will not cause an increase in payment to the Contractor after Award of the Contract. 00120.90 Disqualification of Bidders -The Bid(s) of a disqualified Bidder will be rejected. Any of the following reasons is sufficient to disqualify a Bidder: • More than one Bid is submitted for the same Work by an Entity under the same or different name(s). • Evidence of collusion among Bidders. Participants in collusion will be found not responsible, and may be subject to criminal prosecution. • Any of the grounds for disqualification cited in ORS 279C.440. A Bidder will be disqualified if the Bidder has: • Been declared ineligible by the Commissioner of the Bureau of Labor and Industries under ORS 279C.860; • Not been registered (licensed) by the Oregon Construction Contractors Board (CCB) or been licensed by the State Landscape Contractors Board before submitting a Bid (ORS 279C.365(1)(k), ORS 701.055,and ORS 671.530). The Bidder's registration number and expiration date shall be shown in the Bid form,if requested. Failure to furnish the registration number,if requested,will render the Bid non-responsive and subject to rejection. (not required on Federal-Aid projects); or • Been determined by the CCB under ORS 701.227 not to be qualified to hold or participate in a public contract for a public improvement. 00120.91 Rejection of Bid on Grounds of Nonresponsibility of Bidder-The Bid of a Bidder who is found to be nonresponsible according to the criteria listed in 00130.10 will be rejected. Refer also to ORS 279C.375(2). 120.95 Public Records -All bid material submitted by bidder shall become the property of the City and is public record unless otherwise specified. A bid that contains any information that is considered trade secret Page 12 under ORS 192.501(2) should be segregated and clearly identified as such. This information will be kept confidential and shall not be disclosed except in accordance with the Oregon Public Records Law, ORS 192. The above restrictions may not include cost or price information,which must be open to public inspection. Page 13 SECTION 00130 -AWARD AND EXECUTION OF CONTRACT This Section replaces Section 00130 of the 2008 edition of the Oregon Standard Specifications for Construction. 00130.00 Consideration of Bids (a) The City may reject any bid not in compliance with all prescribed public bidding procedures and requirements and may reject for good cause any or all bids upon a finding of the City that it is in the public interest to do so. (b) The City reserves the right,as allowed under Tigard Public Contracting Rule 30.085 (B) to waive any and all minor informalities that may arise in relation to this bid process. Minor informalities are matters of form rather than substance that are evident from the bid documents,or insignificant mistakes that can be waived or corrected without prejudice to other bidders or the City. The informality shall not affect price,quantity,quality,delivery,or contractual conditions except in the case of informalities involving unit pricing. (c) After opening and reading Bids, the Agency will check them for correct extensions of unit prices and totals. (see 00120.65) The total of extensions,corrected where necessary,will be used by the Agency for Award purposes. (d) Bids are considered as follows: The City's available budget for this project is $850,000 The bid schedule consists of a base bid Schedule A,plus two additional schedules to be added to the base bid schedule in the order listed. The City will determine the lowest responsible bid based on the maximum number of schedules that can be completed within the project's available budget. The City will consider all bids with respect to the base schedule and all addition schedules and will award to the lowest responsible bidder that is able to complete the most schedules within the City's available budget. For example,if three bids are received by the City with the"Schedule A+B"package (which adds one street to the base Schedule A)at less than the available budget of$850,000 and the bids for "Schedule A+B+C"package (which adds two streets to the base) are all over$850,000, the City will make the lowest responsible bidder determination based on the "Schedule A+B"package. If all bids for base Schedule A are over the budget amount, the lowest responsible bidder determination will be based on Schedule A only. The total amount of the Bid and the total amounts for the base bid Schedule A and each additional schedule will be the total sum computed by adding the products of quantities listed in all Bid Schedules times unit prices entered by the Bidder. In case of conflict between the unit price and the corresponding extended amount, the unit price shall govern,and the City may make arithmetic corrections on extension amounts. When an error(s)is made in extending total prices,the unit bid price will govern. Bidders are cautioned to recheck their bid for possible error(s). Error(s) discovered after opening cannot be corrected by the bidder and the contractor will be required to perform the work at the unit price if their bid is accepted. Page 14 (e) Bids will be considered and a Contract awarded,if at all,within 60 Calendar Days from the date of Bid Opening,unless an extension beyond that time is agreed to by both parties and acknowledged in writing by the Bidder. 00130.10 Award of Contract-After the Bids are opened and a determination is made that a Contract is to be awarded,the Contract will be awarded to the lowest responsible Bidder, determined as described in section 00130.00 above. For the purposes of this Section,"lowest responsible Bidder"means the lowest Bidder who is not on the list created by the Construction Contractors Board according to ORS 701,and who has: • Substantially complied with all prescribed public bidding procedures and requirements. • Available the appropriate financial,Materials,Equipment, facility and personnel resources and expertise, or ability to obtain the resources and expertise, necessary to indicate the capability of the prospective Bidder to meet all contractual responsibilities. • A satisfactory record of performance. • A satisfactory record of integrity. • Qualified legally to contract with the Agency. • Supplied all necessary information in connection with the inquiry concerning responsibility. If a prospective Bidder fails to promptly supply information requested by the Agency concerning responsibility, the Agency shall base the determination of responsibility upon any available information, or may find the prospective Bidder not to be responsible. • Not been disqualified by the public contracting agency under ORS 279C.440. If the Bidder is found not to have a satisfactory record of performance or integrity,the City will document the record and the reasons for the unsatisfactory finding. The City shall provide notice of intent to award to each bidder submitting a bid. The notice shall state the date,time,and location of the bid award decision. The notice shall include the name of the vendor that staff recommends the contract be awarded to. Any bid comparison sheets shall be included in the notice of intent to award. The Award will not be final until the later of the following: • The City has provided a written response to each timely protest, denying the protest and affirming the Award, or • The Contract is awarded by the awarding authority If the City accepts a Bid and awards a Contract,the City will send the successful Bidder written notice of acceptance and Award. Notice of Award and Contract booklets ready for execution will be sent within 60 Calendar Days of the opening of Bids or within the number of Calendar Days specified in the Special Provisions or a written mutual agreement. 00130.15 Right to Protest Award-In accordance with Tigard Public Contract Rule 30.135 any actual bidder who is adversely affected or aggrieved by the City's intent to award the contract resulting from this Invitation to Bid to another bidder shall have seven (7) calendar days after notice of intent to award to submit to the City a written protest of the notice of award. In order to be adversely affected or aggrieved,a bidder must claim to be eligible for award of the contract as the lowest responsible bidder and must be next in line for award;i.e. the protester must claim that all lower bidders are ineligible for award because they are non-responsive or non-responsible. The City will not entertain any protest submitted after the time period established under this Invitation to Bid document. The City shall issue a written decision denying or affirming the protest to every bidder providing an address to the City before any action is taken on the contract. Page 15 00130.20 Cancellation of Award-Without liability to the City,the City may for good cause cancel Award at any time before the Contract is executed by all parties to the Contract,as provided by ORS 279C.395 for rejection of Bids,upon finding it is in the public interest to do so. 00130.30 Contract Booklet-Includes the documents listed under Section 4,"Contract Documents,"of the Public Improvement Contract(Attachment F). 00130.40 Contract Bonds,Certificates, and Registrations -Before the City will execute the Contract,the successful Bidder shall furnish the following bonds,certificates,and registrations: (a) Performance and Payment Bonds -When Awarded the Contract, the successful Bidder shall furnish a Performance Bond and a Payment Bond of a Surety authorized to do business in the State of Oregon as required by Tigard Public Contracting Rule 30.190(A). The successful Bidder shall submit the standard bond forms,which are bound in the Contract booklet. Faxed or photocopied bond forms will not be accepted. The amount of each bond shall be equal to the Contract Amount. The Performance Bond and the Payment Bond must be signed by the Surety's authorized Attorney-in-Fact, and the Surety's seal must be affixed to each bond. A power of attorney for the Attorney-in-Fact shall be attached to the bonds in the Contract booklet, which must include bond numbers, and the Surety's original seal must be affixed to the power of attorney. Bonds shall not be canceled without the City's consent,nor will the City normally release them,prior to Contract completion. When a coating system warranty is required by 00594.75, the Contractor shall furnish a supplemental warranty performance bond,in addition to the regular Performance Bond for the Contract to the City, executed by a surety authorized to do business in the State of Oregon. The supplemental warranty performance bond shall be in the sum of 80% of the full Contract Amount. The bond is to secure the performance by the Contractor of correction work on any coating system defects that the Contractor may be directed by the City to perform. The Contractor shall use the City-provided form for the bond except that if the surety is a multiple surety, a copy of the form for a bond with multiple sureties shall be obtained from the City. The supplemental warranty performance bond shall be signed by the Surety's authorized Attorney-in-Fact, and the Surety's seal shall be affixed to the bond. A power of attorney for the Attorney-in-Fact shall be attached to the bond in the Contract booklet,which shall include bond numbers, and the Surety's original seal shall be affixed to the power of attorney. A copy of the supplemental warranty performance bond is included near the front of the Special Provisions. Upon Third Notification, the supplemental warranty performance bond shall become effective and shall continue in full force and effect until the City has advised the Contractor that: • There are no coating system defects; or • If the Contractor has been notified that there are coating system defects, the defects have been repaired by the Contractor to the satisfaction of the City as specified under the coating system warranty and the full warranty period has expired. Supplemental warranty performance bonds cannot be canceled nor can they be released due to possible claims. (b) Certificates of Insurance -The successful Bidder shall furnish the City certificates of insurance applicable to the Project, according to 00170.70. The insurance coverages shall remain in force throughout the performance of the Contract and shall not be allowed to lapse without prior written approval of the City. Bidders may refer to 00170.70 for minimum coverage limits and other Page 16 requirements. For specified Contracts, certified copies, and in some instances the original, of insurance policies may be required by the Special Provisions. (c) Workers' Compensation-To certify compliance with the workers'compensation insurance coverage required by 00170.61(a) and 00170.70(d), the successful Bidder shall complete and sign the "Certification of Workers' Compensation Coverage" form bound in the Contract booklet. (d) Registration Requirements: (1) ORS 701.055 and ORS 671.530 require that Bidders be registered with the Oregon Construction Contractors Board or licensed by the State Landscape Contractors Board prior to submission of a Bid on a Project not involving federal funds. Registration with the Construction Contractors Board or licensing by the State Landscape Contractors Board is not a prerequisite to bidding on Federal-Aid Projects; however, the Agency will not execute a Contract until the Contractor is so registered or licensed. (2) Bidders must be registered with the Corporation Division, Oregon Secretary of State,if bidding as a corporation,limited liability company,joint venture,or limited liability partnership, or if operating under an assumed business name and the legal name of each person carrying on the business is not included in the business name. (3) A Contractor registered under ORS 701 may bid on a landscaping Project or perform a construction project that includes landscape contracting as a portion of the project if the landscape contracting is subcontracted to a licensed landscaping business as defined in ORS 671.520. (4) A landscaping business may bid on a Project or perform a Contract that includes the phase of landscape contracting for which it is not licensed if it employs a landscape contractor, or subcontracts with another licensed landscaping business,licensed for that phase. (e) Business Tax and Federal Id No. Required-The City of Tigard Business Tax is required from the successful Bidder. Chapter 5.4 of the Tigard Municipal Code states any business doing business in the City of Tigard shall pay a City of Tigard Business Tax. No contracts shall be signed prior to the obtaining of the City of Tigard Business Tax. Upon award of proposal,contractor shall complete a Federal W-9,Request for Taxpayer Identification Number and Certification Form for the City. 00130.50 Execution of Contract and Bonds: (a) By the Bidder-The successful Bidder shall deliver the required number of Contract booklets with the properly executed Contract,Performance Bond,Payment Bond, certification of workers' compensation coverage, and the required certificates of insurance, to the Procurement Office within 15 Calendar Days after the date on which the Contract booklets are sent or otherwise conveyed to the Bidder under 00130.10. The Bidder shall return the originals of all documents received from the City and named in this Subsection,with original signatures. Certificates of insurance shall also be originals. Certificates of insurance for coverages that are permitted by the City under 00170.70(a) to be obtained by appropriate subcontractors shall be delivered by the Contractor to the City together with the Contractor's request under 00180.21 for approval of the subcontract with that subcontractor. No copies of these documents will be accepted by the City. Proper execution requires that: (1) If the Contractor is a partnership,limited liability partnership,joint venture, or limited liability company, an authorized representative of each Entity comprising it shall sign the Contract, Performance Bond, and Payment Bond, and an authorization to sign shall be attached. Page 17 (2) If the Contractor is a corporation, the President and the Secretary of that corporation shall sign the Contract, Performance Bond, and Payment Bond. However,if other corporate officers are authorized to execute contracts and bonds, the successful Bidder shall furnish with those documents a certified, true and correct copy of the corporate bylaws or minutes stating that authority. If only one officer is signing, then the bylaws or minutes must include the authority to sign without the signature of others. The successful Bidder shall also include the title(s) or corporate office(s) held by the signer(s). (b) By the City-Within seven Calendar Days after the City has received and verified the properly executed documents specified in 00130.50(a),and received legal sufficiency approval from the City Council (if required), the City will execute the Contract. The City will then send a fully-executed original Contract booklet to the successful Bidder,who then officially becomes the Contractor. (c) Contract_After the award,the Contractor and the City will enter into a public improvement contract incorporating the terms and conditions of the Public Improvement Contract and the bid response. Vendors taking exception to any of the contract terms shall submit a protest or request for change in accordance with Section 00120.15(b) "Protest of Specifications or Terms"or their exceptions will be deemed waived. 00130.60 Failure to Execute Contract and Bonds -Failure of the successful Bidder to execute the Contract and provide the required certificates,certifications,and bonds may be cause for cancellation of the Award,and may be cause for forfeiture of the Bid guaranty under ORS 279C.385. Award may then be made to the next lowest responsible Bidder,the Project may be re-advertised,or the Work may be performed otherwise as the City decides. The forfeited Bid guaranty will become the City's property,not as a penalty but as liquidation of damages resulting from the Bidder's failure to execute the Contract and provide the certificates, certifications,and bonds as required by these Specifications. 00130.70 Release of Bid Guaranties -Bid guaranties will be released and checks returned seven Calendar Days after Bids are opened,except for those of the three apparent lowest Bidders on each Project. The guaranties of the three apparent lowest Bidders will be released and checks returned to unsuccessful Bidders within seven days of the Agency's execution of the Contract. 00130.80 Project Site Restriction-Until the City sends the Contractor written Notice to Proceed with the Work,and the Contractor has filed the public works bonds required in 00170.20,the Contractor shall not go onto the Project Site on which the Work is to be done,nor move Materials,Equipment, or workers onto that Project Site. The Contractor will not automatically be entitled to extra compensation because the commencement of Work is delayed by failure of the City to send the Contract for execution. However,if more than 30 Calendar Days elapse between the date the Bid is opened and the date the City sends the Contract to be executed,the City will consider granting an adjustment of time for completion of the Work to offset any actual delay to Contract completion resulting directly from delay in commencement. 00130.90 Notice to Proceed-Notice to Proceed will be issued within five Calendar Days after the Contract is executed by the City. Should the City fail to issue the Notice to Proceed within five Calendar Days of Contract execution,the Contractor may apply for an adjustment of Contract Time according to 00180.80(c). Page 18 ATTACHMENT A V PROPOSAL FY 2012-13 PAVEMENT MANAGEMENT PROGRAM ® Asphaltic Concrete Overlay CITY OF TIGARD This Bid must be signed in ink by an authorized representative of the Bidder; any alterations or erasures to the Bid must be initialed in ink by the undersigned authorized representative. Project: FY 2012-13 PAVEMENT MANAGEMENT PROGRAM -Asphaltic Concrete Overlay Bid Due Date: May 8, 2012 Name of Submitting Firm: gANL" Z- e&Uuac-S The Undersigned (check one of the following and provide additional information): An individual doing business under an assumed name registered under the laws of the State of ; or A partnership registered under the laws of the State of or _X A corporation organized under the laws of the State of C>9-Z& ;or A limited liability corporation organized under the laws of the State of ; hereby proposes to furnish all material and labor and perform all work hereinafter indicated for the above project in strict accordance with the Contract Documents for the Basic Bid as follows: r ScheduleA: and l0 g/100 Dollars ($ / , ✓) ScheduleA+B: n and Y9 .1100 Dollars ($ ScheduleA+B+C: ; . r azi ` A and /100 Dollars and the Undersigned agrees to be bound by all documents comprising the Contract Documents as defined in the Contract. The Undersigned declares that it has carefully examined the site(s) of the work, the Contract Documents, and forms. Submission of this bid shall be conclusive evidence that the Undersigned has investigated and is satisfied as to the condition to be encountered, as to the character, quality and scope of work to be performed, the quantities of materials to be furnished, and as to the requirement of the Contract Documents. Accompanying herewith is a Bid Security which is equal to ten percent (10%) of the total amount of the Basic Bid. Page 19 BID SCHEDULE FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay City Wide Item No Description Quantity Unit Unit Price Item Total SCHEDULE A- OVERLAY _ 1 Project Sign 14 EA $ 5 W 6D $ 2 Cold Plane Pavement Removal 9345 SY $ 2,Sb $ Z(�y 1&&.CO 3 Asphaltic Concrete 2" Grind and Inlay 9590 SY $ `3,70 $ /-3/, �3V'00 4 Asphaltic Concrete 6" Grind and Inlay 47 SY $ -9600 $ 5 Street Profiling 430 SY $ IZ,50 $ 6 Adjust Sanitary/Storm MH 58 EA $ 170,C0 $ J&200 7 Adjust Telephone MH 26 EA $ 2x9af)o $ CD 8 Adjust Utility Valve Box 75 EA $ � $ ,7J�-�0,6P 9 Adjust Catch Basin 44 EA $ /�? $ IL?'71 '6v 10 Asphaltic Concrete Overlay 6239 TON $ � i/0 $ OW,tl �Ql- 11 Adjust Survey Monument Box 9 EA $ ::� 0D $ �' 12 Install Survey Monument Box 3 EA $ 6996D $ 070CV 13 Replace Survey Monument Box 10 EA $ 6906 $ �9Z,60 14 Construct AC Curb 987 LF $ 3,�b $ 15 Install Traffic Loop Detector 17 EA $ �✓ r $ �/0'cc 16 Feathered Edge Seal- 6" Wide 2210 LF $ $ /,ZV7`'o 17 Curb&Joint Edge Seal 24290 LF $ X016 $ 18 3/4" -0" Shoulder Rock 88 TON $ $ ......................................... Schedule A Striping & Pavement Marking 19 Pavement Stripe,Durable,Type 1 555 LF $ f� 00 $ 534-100 20 Pavement Stripe, Durable,Type 3 17991 LF $ /16 $ 29 f 21 Traffic Stripe,Durable,Type 5 740 LF $ (i: y $ lO ©r o 22 Traffic Stripe,Durable,Type 7 2002 LF $ A k $ '� ��✓ 23 Traffic Stripe,Durable,Type 9 (Bike Lane) 15483 LF $ $ �6,.5�6.15 24 Traffic Stripe,Durable,Type 10 (Fog Line) 6182 LF $ �� $ e►� , 01) 25 Pavement Marking- (S) (1'Wide) 160 LF $ $an rZ& 26 Pavement Marking- (S2) (2'Wide) 55 LF $ - OL $27 Pavement Marking- (CW) 1064 LF $ f90 $ ro // 28 Pavement Marking- (CW-SC) 732 SF $ /5, O $ J 1 � 29 Pavement Marking- (E-LA/E-RA/E-SA) 33 EA $ -3/,6D $ K�,cD 30 Pavement Marking- (E-LSA/E-RSA) 8 EA $ '�3�'00 $ 1,Ai,6 6 31 Pavement Marking RR Crossing (RR) 3 EA $ /�'aQ $ '3/5-0,00 32 Pavement Marker (Bi-Directional Yellow) 468 EA $ Z/,2,0 $ / 9 '60 33 Pavement Marker (Bi-Directional White) 1250 EA $ Z $ 5x&OCv BID SCHEDULE FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay City Wide Item No Description Quantity Unit Unit Price Item Total 34 Pavement Marker (Bi-Directional Blue) 39 EA $ ��/��0��r o $ Z 09a�j� 35 Pavement Marker-Bike Lane Symbol (BS) 22 EA $ 00 $ 5y-'X 36 Pavement Marker(Bi-Directional Blue) 39 EA $ �5 $ �i z 37 Pavement Marker-Bike Lane Symbol (BS) 22 EA $ $ 20/Q SCTIEDULE A - OVERLAY Total $ �� j, '/ 69, SCHEDULE B - OVERLAY 38 Project Sign 2 EA $ J�' $ �, J 2-0,�� 39 Cold Plane Pavement Removal 2295 SY $ �r00 $ 40 Asphaltic Concrete 2" Grind and Inlay 3320 SY $ j300 $ `�'/, J0,00 41 Adjust Sanitary/Storm MH 15 EA $ 7 ,0O $ 1& CV 42 Adjust Telephone MH 4 EA $ �00 $ 43 Adjust Utility Valve Box 13 EA $ �d-00 $ Z6,�-n00 44 Adjust Catch Basin 16 EA $ Z OV $ 7( 'c� 45 Asphaltic Concrete Overlay 1234 TON $ 7 O $ 92 i Z0 46 Adjust Survey Monument Box 2 EA $ '5c"cc $ /00,60 47 Install Traffic Loop Detector 6 EA $ $ 48 Feathered Edge Seal-6"Wide 200 LF $ $ 49 Curb&Joint Edge Seal 5360 LF $ $ �Lt=��00 50 Pavement Stripe,Durable,Type 3 3400 LF $ $ �� 51 Traffic Stripe,Durable,Type 7 290 LF $ X70 $ A5100 52 Traffic Stripe,Durable,Type 9 (Bike Lane) 3780 LF $ 1'66 $ 69M � 53 Traffic Stripe,4" White Buffer 2980 LF $ `jy'� $ ✓ ` 0 .................. . ... . ........ ..... ...... ............... ....... Schedule B Striping & Pavement Marking 54 Pavement Marking- (S) (1'Wide) 50 LF $ $ 55 Pavement Marking- (CWD 430 LF $ 719,0 $ 3EM"Co 56 Pavement Marking- (CW-SC) 116 SF $ 7i 90 $ ,ql f/W 57 Pavement Marking- (E-LA/E-RA/E-SA) 4 EA $ 'Z5/1co $ 9 W 00 58 Pavement Marking- (E-LSA/E-RSA) 4 EA $ 12-51,cc $ 9994,0059 Pavement Marking- (SCH&XNG) 1 EA $ / $ SO- 60 Pavement Marker(Bi-Directional Yellow) 84 EA $ `7"1z-0 $ 61 Pavement Marker(Bi-Directional White) 114 EA $ 20 $ 62 Pavement Marker(Bi-Directional Blue) 9 EA $ ,��`�/ $ 63 Pavement Marker-Bike Lane Symbol (BS) 8 EA $ /�f' CV $ �7&CO SCHEDULE B- OVERLAY Total $ / t 7 12Z all SCHEDULE C - OVERLAY _ 64 Project Sign 2 EA $ `�7 `1sC $ / � ` BID SCHEDULE FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay City Wide Item No Description Quantity Unit Unit Price Item Total 65 Cold Plane Pavement Removal 955 SY $ 12,30 $ -,9,l 961,6-/ 66 Asphaltic Concrete 2" Grind and Inlay 715 SY $ 2,2,00 $ 16"73n, 67 Adjust Sanitary/Storm MH 11 EA $ 0,00 $ 'Yfo, 68 Adjust Telephone MH 5 EA $ 60,00 $ 69 Adjust Utility Valve Box 9 EA $ X00 $ � 70 Adjust Catch Basin 5 EA $ q ,, $ �I75,00 71 Asphaltic Concrete Overlap 408 TON $ 7`n6D $ 905-4 JZOQ 72 Feathered Edge Seal- 6"Wide 260 LF $ �� , $ IV-3,00 73 Curb&Joint Edge Seal 1660 LF $ kv_6V 74 3/4" -0" Shoulder Rock 6 TON $ � 3.�� $ 7W,L0 .. .... .. . ... .... ... Schedule C Striping & Pavement Marking 75 Pavement Stripe,Durable,Type 3 670 LF 76 Pavement Marking- (S) (1'Wide) 36 LF $ 1540 0 $ 5 AV 77 Pavement Marking- (E-LA/E-RA/E-SA) 1 EA $ 35-,,co $ 3i-5-c' 78 Pavement Marker(Bi-Directional Yellow) 29 EA $ $ 79 Pavement Marker (Bi-Directional Blue) 3 EA $ 80 Pavement Marker(Bi-Directional Blue) 3 EA $ Z $ 15125- 81 Pavement Marker(Bi-Directional Blue) 3 EA 5 $ 1511f- 82 Pavement Marker-Bike Lane Symbol (BS) 0 EA $ 2q-i ou $ 0 SCHEDULE C- OVERLAY Total $ �5, 351, Qj— Project Total $ / G3, idtl Y-/- fkI44d A Dollars BID T AL IN WORDS The Undersigned agrees, if awarded the Contract, to execute and deliver to the City of Tigard, within ten (10) days after receiving the Contract forms, a satisfactory Performance Bond and a satisfactory Payment Bond each in an amount equal to one hundred percent (100%) of the Contract sum, using the forms provided by the City. The surety(ies) requested to issue the Performance Bond and Payment Bond will be C N v'h)6 _1,4 5uAiw c--v* co. The Undersigned hereby authorizes said surety(ies) company(ies) to disclose any information to the City concerning the Undersigned's ability to supply a Performance Bond and Payment Bond each in the amount of the Contract. The Undersigned further agrees that the Bid Security accompanying the Bid is left in escrow with the City; that the amount thereof is the measure of liquidated damages which the City will sustain by the failure of the Undersigned to execute and deliver the above-named Agreement Form, Performance Bond, and Payment Bond, and that if the Undersigned defaults in either executing the Agreement Form or providing the Performance Bond and Payment Bond within ten (10) days after receiving the Contract forms, then the Bid Security may become the property of the City at the City's option; but if the Bid is not accepted within sixty (60) days of the time set for the opening of the Bids, or if the Undersigned executes and timely delivers said Agreement Form,Performance Bond,and Payment Bond,the Bid Security shall be returned. The Undersigned certifies that: (1) This Bid has been arrived at independently and is being submitted without collusion with and without any agreement, understanding, or planned common course of action with any other vendor of materials, supplies, equipment, or services described in the solicitation documents designed to limit independent bidding or competition; and (2) The contents of the Bid have not been communicated by the Undersigned or its employees or agents to any person not an employee or agent of the Undersigned or its surety on any bond furnished with the Bid and will not be communicated to such person prior to the official opening of the Bid. The Undersigned X HAS ❑ HAS NOT (check applicable status) paid unemployment or income taxes in Oregon within the past 12 months and W HAS ❑ HAS NOT (check applicable status) a business address in Oregon. The Undersigned [ ( HAS ❑ HAS NOT (check applicable status) complied with any Affirmative Action YY Requirements included within the procurement documents. The Undersigned agrees, if awarded a contract, to comply with the provisions of ORS 279C.800 through 279C.870 pertaining to the payment of the prevailing rates of wage. The Undersigned's CCB registration number is 0315S Q. with an expiration date of 1.� As a condition to submitting a bid, a Contractor must be registered with the Oregon Construction Contractors Board in accordance with ORS 701.035 to 701.055, and disclose the registration number. Failure to register and disclose the number will make the bid unresponsive and it will be rejected unless contrary to federal law. The Undersigned further certifies that Undersigned shall provide proof to the City prior to the beginning of any of the work that the Undersigned has filed a public works bond with a corporate surety in the amount of $30,000 with the Construction Contractors Board as required under Oregon PWR law. The successful Bidder hereby certifies that all subcontractors who will perform construction work as described in ORS 701.005(2) were registered with the Construction Contractors Board in Page 21 accordance with ORS 701.035 to 701.055 at the time the subcontractor(s) made a bid to work under the contract. The successful Bidder hereby certifies that, in accordance with the Worker's Compensation Law of the State of Oregon, its Worker's Compensation Insurance provider is S6NAi st �-. , Policy No. t 4 W�--o G aoQ� ,and that Undersigned shall submit Certificates of Insurance as required. Name of Company: --9AV-r-:c- �Cc'k— Z-S&CYUJ—C- ' ' Company Address: Z Oz3 a SLj iq2j-+i — 4Ag Federal Tax ID: D 7(oc�: y Telephone: - 6`f'2.--2 S-7/ Fax: St IL 6Y�2 Zs.7Y (SEAL) I attest that I have the authority to commit the firm named above to this Bid amount and acknowledge that the firm meets the qualifications necessary to perform this Work as outlined in the Invitation to Bid. I understand that I will be required to provide necessary information to verity that the firm meets these qualifications if selected for the subsequent Agreement. Authorized Signature: Printed Name & Title: o D a • ! + f (Z- yr)Z� Date: 2, Payment information will be reported to the IRS under the name and federal taxpayer ID number provided above. Information not matching IRS records or not provided to the City could subject the successful Contractor to a twenty eight percent (28%) backup withholding. ATTACHMENT B ACKNOWLEDGMENT OF ADDENDA FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay CITY OF TIGARD,OREGON I/WE HAVE RECEIVED THE FOLLOWING ADDENDA: I none received, write `None Received" 3. 2. 4. Date Signature of Proposer Title Corporate Name Page 23 ATTACHMENT C BID CERTIFICATIONS FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay CITY OF TIGARD,OREGON Non-discrimination Clause The Contractor agrees not to discriminate against any client, employee or applicant for employment or for services, because of race, color, religion, sex, national origin, handicap or age with regard to, but not]united to, the following: employment upgrading, demotion or transfer; recruitment or recruitment advertising; layoffs or termination; rates of pay or other forms of compensation; selection for training; rendition of services. It is further understood that any contractor who is in violation of this clause shall be barred from receiving awards of any purchase order or contract from the City, unless a satisfactory showing is made that discriminatory practices have terminated and that a recurrence of such acts is unlikely. Agreed by: ��— Firm Name: Address: evo sw Officer's signature: o�J �I • ��. ��- Type or print officer's name: �Jo . 112A 1�-457R- Page 24 ATTAC14MENT E BID BOND FY 201213 PAVE,HENT MANAGEMENT PROGRAM Asphaltic Concrete Overby CITY OF TIGARD,OREGON We, Baker Rock Resources ,as"Principal," (Name of Principal) and Federal Insurance Company an Indiana Corporation, (Name of Surety) authorized to transact Surety busincss in the State of Oregon,as "Surety,"hercby jointly and severally bind olirselves, our respective heirs, executors, administrators, successors, and assigns to pay unto the City of Tigard {"Obligee") the sum of Ten Percent of Amount Bid and /100 Dollars($ 10% of Bid WHEREAS, the condition of the obligation of this bond is the Principal has submitted a bid or proposal to the Obligee in response to Obligee's solicitation for the project identified as FY 2012-13 PAVEMENT MANAGEMENI" PROGRAM — Slurry Seal, which bid or proposal is made a part of this bond by reference,and Principal is required to futnis .bid security in ax, amount equal to ten petcetit (10(1/Q) of the total amount of the bid pursuant to the solicitation document. NOW, THEREFORE, if the bid or proposal submitted by Principal is accepted, and if a contract pursuant to the proposal or bid is awarded. to Principal, and if Principal enters into and executes such contract within the time specifted in the said documents and delivers to Obligec its good and sufficient Performance Bond and Payment bond required by Obligee within the time fixed by Obligee, then this obligation sha1I be void;otbetwise,it shall remain in full force and effect. IN l' WITNESS WHEREOF, we have caused this instrument to be executed and scaled by our duty authorized legal representatives this 4th day of May > 2012 PRINCIpALt Baker Rock Resources SURETY: Federal Insurance Company By: a d4- 'E, 13Y ATTORNEY-IN-FACT Signature 1 oDP Q c�ti �r� � Stacy A. Flynn latnted Nam tl Print �s U Attest ,L sem,; ign tune i 15 Mountain w Road Address Warren, NJ 07059 City State Zip Page 26 POWER Federal Insurance Company Attn: Surety Department Chubb OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 CE�liJBB Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE appoint Kenneth L Delo a New York corporation, Stacy A. Flynn, Gary P. McCann and PACIFIC INDEMNITY Pand'Alpha J.Rob Rsin obinion son Pdo each ortland, Oregonnstitute and each as their We and lawful Attorney-in-Fact to execute under such designation in their names and to affix their corporate seats to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof(other than bail bonds)given or executed in the course of business.and any instruments amending or altering the same,and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof,said FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 11th day of January, 2010 Aenn-eCIWZ,�,del, -,`^�-:—�[ David orris,Jr.,Vice Presiden sistant Secretary STATE OF NEW JERSEY ss. County of Somerset On this 11 th day of January,2010 before me,a Notary Public of New Jersey,personalty came Kenneth C.Wendel,to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY,the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly swom, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof,that the seals affixed to the foregoing Power of Attomey are such corporate seals and were thereto affixed by authority of the By-Laws of said Companies;and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority,and that he is acquainted with David B_Norris,Jr_,and knows him to be Vice President of said.Companies;and that the signature of David B.Norris,Jr.,subscribed to said Power of Attorney is in the genuine hadwrting of David B.Norris,Jr.,and was thereto subscribed by authority of said By- Laws and in deponent's presence_ Notaria BlQa_ STEPHEN B.BRADT 1lkR y N0.2321097_ °�- COfrffft5Iin1 Oct 25'2014 Notary Public PUB �G J CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: "All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary, under their respective designations.The signature of such officers may be engraved,printed or lithographed.The signature of each of the following officers:Chairman.President,any Vice President,any Assistant Vice President,any Secretary,any Assistant Secretary and the seat of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached.' I,Kenneth C.Wendel,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY (the'Companies')do hereby certify that (i) the foregoing extract of the By-Laws of the Companies is true and correct, Districted States of America and the (ii} the Companies are duly licensed and of rtheor FFederal and Vig lanact surety t a e hcein ll 50 n d fn Puertthe o Rico and the U S Virgin Is nds,a d Fedof eral slice sed in a and are authorized by the U.S.Treasury Department: American Samoa,Guam,and each of the Provinces of Canada except Prince Edward Island,and (iii) the foregoing Power of Attorney is true,correct and in full force and effect- Given ffectGiven under my Rand and seals of said Companies at Warren,NJ this May 4, 2012 / " "'� �q�icFffrr `aSURANCFc ,/f P C,C t � +y /Y�,t)IA4}F 4fS wit CptYQ4 "�✓' Kenna C_Wendel,Pasistant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM,VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER,PLEASE CONTACT US AT ADDRESS LISTED ABOVE,OR BY Telephone(908)903-3493 Fax(908)903-3656 e-mail: sur chubb.com Form 15-10-02258-U (Ed.5-03) CONSENT ATTACHMENT D FIRST TIER SUBCONTRACTOR DISCLOSURE FORM PROJECT NAME: FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay BID #: CIP 2012-95001 BID CLOSING: Date: May 8, 2012 Time: 2:00 PM This form must be submitted at the location specified in the Invitation to Bid on the advertised bid closing date and within two working hours after the advertised bid closing time. List below the name of each subcontractor that will be furnishing labor or will be furnishing labor and materials and that is required to be disclosed, the category of work that the subcontractor will be performing and the dollar value of the subcontract. Enter "NONE" if there are no subcontractors that need to be disclosed. (ATTACH ADDITIONAL SHEETS IF NEEDED). NAME DOLLAR VALUE CATEGORY OF WORK 2-1 3) $ 4) $ 5) $ Failure to submit this form by the disclosure deadline will result in a nonresponsive bid. A nonresponsive bid will not be considered for award. Form submitted by (bidder name): ( i Contact name: Phone #: 'Q?7—6VZ.—J.S-3/ Page 25 ATTACHMENT F n PUBLIC IMPROVEMENT CONTRACT FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay CITY OF TIGARD,OREGON THIS CONTRACT, made and entered into this 16"' day of May, 2012,by and between the City of Tigard, a municipal corporation of the State of Oregon, hereinafter called "City" and Baker Rock Resources,hereinafter called "Contractor", duly authorized to perform such services in Oregon. RECITALS WHEREAS, the City requires services which Contractor is capable of providing,under terms and conditions hereinafter described;and WHEREAS,time is of the essence in this contract and all work under this contract shall be completed within the time period stated in the Bid Proposal; THEREFORE,in consideration of the promises and covenants contained herein, the parties hereby agree as follows: TERMS OF AGREEMENT 1. Services Contractor's services under this Agreement shall consist of the following: A. Excavation and construction of storm drainage pipes,manholes,and catch basins, B. Restoration or relocation of landscaping, fences, and mailboxes, C. Paving of trench areas and installation of drainage curb, D. Temporary signage,protection,and traffic control, and E. Performance of additional and incidental work as called for by the specifications and plans. 1. Prevailing Wage The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to minimum salaries and wages are incorporated herein by reference as if fully set forth. The Contractor agrees that the workmen in each trade or occupation required for the work to be done pursuant to the contract, employed in the performance of the Contract, either by the Contractor or Subcontractor or other person doing or contracting to do any part of the work contemplated by the Contractor shall be paid not less than the prevailing, minimum hourly rate of wage specified by the Commissioner of the Bureau of Labor,and attached hereto. If this project is subject to both Federal Davis-Bacon Act requirement and State of Oregon Prevailing Wage Rate requirements, the Contractor must ensure that workers will be paid the higher of the applicable federal or state rate. If the Contractor fails to pay for labor or services, the City may pay for those labor and services and withhold these amounts from payment s that are due the Contractor in accordance with ORS 279C.515 Contractor shall provide proof as requested to the City prior to the beginning of any of the work that the Contractor has filed a public works bond with a corporate surety in the amount of$30,000 with the Construction Contractors Board as required under Oregon PWR law. Contractor shall also require in every subcontract to this Agreement that the subcontractor file a public works bond with the Construction Contractors Board in the amount of$30,000 prior to starting work on this project unless otherwise exempt. For contracts $50,000 or greater,the City shall pay a fee equal to one-tenth of one percent (.001) of the price of the contract to the Bureau of Labor and Industries. The fee shall be paid on or before the first progress payment or sixty (60) days from the date work first began,whichever comes first. 3. Pre-Construction Conference Contractor and listed subcontractors shall attend and participate in any pre-construction conferences described or listed in the general conditions before any work is started on the project site. 4. Contract Documents The Contractor is hereby bound to comply with all requirements of the Contract Documents prepared by the City and performance pertaining to this Agreement, in the City of Tigard, Oregon, and by this reference made a part hereof to the same legal force and effect as if set forth herein in full. The contract documents include the documents with the following titles that are bound in the solicitation documents and the standard documents comprised of the Oregon Standard Specification for Construction, 2008,Volume 1 and Volume 2. Solicitation Documents Advertisement for Bids Bidding Requirements and Procedures Award and Execution of Contract Proposal Acknowledgement of Addenda Bid Certifications—Non-Discrimination Clause First Tier Subcontract Disclosure Form Bid Bond Form Public Improvement Contract Performance Bond Payment Bond Supplementary General Conditions Special Provisions Drawings Standard Documents General Conditions (Oregon Standard Specification for Construction,2008,Volume 1 as amended by the Special Provisions) Standard Specifications (Oregon Standard Specification for Construction,2008,Volume 2 as amended by Technical Specifications) City of Tigard Public Improvement Design Standards 5. City's Representative For purposes hereof, the City's authorized representative will be Mike McCarthy, P.E., Senior Project Engineer, who can be reached by mail at 13125 SW Hall Blvd., Tigard, Oregon 97223; by telephone: (503) 718-2462, or via email at mikemCtigard-or.gov. 6. Contractor's Representative For purpose hereof, the Contractor's authorized representative will be Marc Schoenberg, who can be reached by mail at 21880 SW Farmington Road, Beaverton, Oregon 97707, by phone at (503) 642- 2531, or by email at mareschoenberg@baker-rock.com. 7. Contractor Identification Contractor shall furnish to the City the Contractors employer identification number, as designated by the Internal Revenue Service, or Contractor's social security number,as City deems applicable. 8. Compensation A. Progress Payments: City agrees to pay Contractor Eight Hundred Sixteen Thousand Seven Hundred Ninety Four and 69/100 Dollars ($816,794.69) for performance of the Schedule A services provided hereunder, which payment shall be based upon the following applicable terms: The City will pay only for measured Pay Item quantities incorporated into the Work or performed according to the terms of the Agreement. The Contractor understands and agrees that Pay Item quantities listed in the Schedule of Items do not govern payment. Payment constitutes full compensation to the Contractor for furnishing all materials, equipment, labor, and incidentals necessary to complete the Work, and for risk, loss, damage, and expense arising from the nature or prosecution of the Work or from the action of the elements, subject to the provisions of 00170.80. The Contractor shall include the costs of bonds and insurance for the Project in the unit price for each Pay Item of Work to be performed. When the specifications state that the unit price for a Pay Item is compensation for certain materials or work essential or incidental to the Pay Item, the same materials or work will not be measured or paid under any other Pay Item. Contractor shall prepare and submit each month to the City Engineer at 13125 SW Hall Blvd, Tigard, Oregon 97223, a statement of services rendered, indicating the description of each service used in the proposal and the dollar amount of each service completed through the state date, together with a request for payment duly verified by the Contractor's Representative and copies of certified payroll statements. Payment by the City shall release the City from any fiirther obligation for payment to Contractor for services performed or expenses incurred as of the date of the statement of services. Payment of installments shall not be considered acceptance or approval of any work or waiver of any defects therein. City certifies that sufficient funds are available and authorized for expenditure to finance costs of this contract during the current fiscal year. Funding in future fiscal years shall be contingent upon budgetary approval by the Tigard City Council. Contractor shall include proof of payment to any and all subcontractors and suppliers with each statement submitted to the City. The City shall retain the right to withhold payments if required proof of payment to subcontractor and suppliers is not included with a statement. As required under State of Oregon Prevailing Wage Rate (PWR) Law, the City shall withhold 25% of any progress payment amounts owed to Contractor if Contractor has failed to file certified statements with the City. B. Timing of Payments: Progress payments, less a five percent retainage as authorized by ORS 279C.555, shall be made to the Contractor within twenty (20) days of the City's receipt of the statement of services. The Contractor agrees that the "Time of Completion" is defined in the Bid Proposal, and agrees to complete the work by said date. The Contractor and City agree that the City will suffer damages each day the work remains uncompleted after the Time of Completion and that the amount of those damages are difficult to calculate. Contractor and City agree that a reasonable amount of damages for late completion is $500.00 per day and Contractor agrees to pay damages in that amount if the work is not completed by the Time of Completion. C. Final Payment: The Contractor shall notify the City in writing when the Contractor considers the project complete, and the City shall,within 15 days after receiving the written notice, either accept the work or notify the Contractor of work yet to be performed on the contract. Upon acceptance by the City, the entire balance due to the Contractor, including the retained percentage, shall be paid to the Contractor, by the City within 30 days after the date of said final acceptance. The City shall pay to the Contractor interest at the rate of one and one-half percent per month on the final payment due the Contractor, to commence 30 days after the work under the Contract has been completed and accepted and to run until the date when final payment is tendered to the Contractor. If the City does not, within 15 days after receiving written notice of completion, notify the Contractor of work yet to be performed to fulfill contractual obligations, the interest provided by this subsection shall commence to run 30 days after the end of the 15-day period. As a further conditions of final acceptance, the City may requite the Contractor to submit evidence, satisfactory to the City's Representative, that all payrolls, material bills, and other indebtedness connected with the project have been paid, except that in case of any disputed indebtedness or liens, the Contractor may submit in lieu of evidence of payment,a surety bond satisfactory to the City guaranteeing payment of all such disputed amounts when adjudicated in cases where such payment has not already been guaranteed by surety bond. 9. Status Of Contractor As Independent Contractor Contractor certifies that: A. Contractor acknowledges that for all purposes related to this Agreement, Contractor is and shall be deemed to be an independent Contractor as defined by ORS 670.600 and not an employee of City, shall not be entitled to benefits of any kind to which an employee of City is entitled and shall be solely responsible for all payments and taxes required by law. Furthermore, in the event that Contractor is found by a court of law or any administrative agency to be an employee of City for any purpose, City shall be entitled to offset compensation due, or to demand repayment of any amounts paid to Contractor under the terms of this Agreement, to the full extent of any benefits or other remuneration Contractor receives (from City or third party) as a result of said finding and to the full extent of any payments that City is required to make (to Contractor or to a third party) as a result of said finding. B. The undersigned Contractor hereby represents that no employee of the City, or any partnership or corporation in which a City employee has an interest, has or will receive any remuneration of any description from Contractor, either directly or indirectly, in connection with the letting or performance of this Agreement, except as specifically declared in writing. C. If this payment is to be charged against Federal funds, Contractor certifies that he or she is not currently employed by the Federal Government and the amount charged does not exceed his or her normal charge for the type of service provided. D. Contractor and its employees,if any, are not active members of the Oregon Public Employees Retirement System and are not employed for a total of 600 hours or more in the calendar year by any public employer participating in the Retirement System. E. Contractor certifies that it currently has a City business license or will obtain one prior to delivering services under this Agreement. F. Contractor is not an officer, employee, or agent of the City as those terms are used in ORS 30.265. 10. Subcontracts -Assignment& Delegation Contractor shall submit a list of Subcontractors for approval by the City, and Contractor shall be fully responsible for the acts or omissions of any Subcontractors and of all persons employed by them, and neither the approval by City of any Subcontractor nor anything contained herein shall be deemed to create any contractual relation between the Subcontractor and City. This agreement, and all of the covenants and conditions hereof, shall inure to the benefit of and be binding upon the City and the Contractor respectively and their legal representatives. Contractor shall not assign any rights not delegate any duties incurred by this contract, or any part hereof without the written consent of City,and any assignment or delegation in violation hereof shall be void. Any and all subcontracts issued by the contractor shall contain a provision that workers shall be paid not less that the PWR Law specified minimum wage. 11. Contractor-Payment of Benefits - Hours of Work A. The Contractor shall: 1) Make payment promptly, as due, to all persons supplying to such Contractor labor or material for the prosecution of the work provided for in this contract; 2) Pay all contributions or amounts due the under the Industrial Accident Fund form the Contractor or subcontractor incurred in the performance of this Agreement; 3) Pay to the Department of Revenue all sums withheld from employees pursuant to ORS 316.167. 4) Not permit any lien or claim to be filed or prosecuted against the City of Tigard, on account of any labor or material fiu-nished; B. The Contractor or the Contractor's Surety and every Subcontractor or the Subcontractor's Surety shall file certified statements with the City in writing in form prescribed by the Commissioner of the Bureau of Labor and Industries, certifying the hourly rate of wage paid each worker which the Contractor or the Subcontractor has employed upon such public work, and further certifying that no worker employed upon such public work has been paid less than the applicable prevailing rate of wage, which certificate and statement shall be verified by the oath of the Contractor or the Contractor's Surety or Subcontractor or the Subcontractor's Surety that the Contractor or Subcontractor has read such statement and certificate and knows the contents thereof and that the same is true to the Contractors or Subcontractor's knowledge. 1) The certified statements shall set out accurately and completely the payroll records for the prior week, including the same and address of each worker, the worker's correct classification, rate of pay, daily and weekly number of hours worked, deductions made and actual wages paid. 2) Each certified statement required herein shall be delivered or mailed by the Contractor or Subcontractor to the City. A true copy of the certified statements shall also be filed at the same time with the Commissioner of the Bureau of Labor and Industries. Certified statements shall be submitted as follows: a) Each Contractor or Subcontractor shall preserve certified statements for a period of three years from the date of completion of the contract. C. The Contractor agrees that if the Contractor fails,neglects or refuses to make prompt payment of any claim for labor or services furnished to the Contractor or a Subcontractor by any person in connection with this contract as such claim becomes due, the proper office of the City of Tigard may pay such claim to the person furnishing the labor or services and charge the amount of the payment against funds due or to become due to the Contractor by reason of such contract. Payment of a claim in this manner shall not relieve the Contractor or the Contractor's Surety from obligation with respect to any unpaid claims. D. Contractor agrees that no person shall be employed for more than ten (10) hours in any one day, or 40 hours in any one week, except in cases of necessity or emergency or when the City deems it in the best interest of the public or policy absolutely requires it, in which event, the person so employed for excessive hours shall receive at least time and a half pay for the following: 1) For all overtime in excess of eight hours in any one day or 40 hours in any one week when the work week is five consecutive days,Monday through Friday;or 2) For all overtime in excess of 10 hours in any one day or 40 hours in any one week when the work week is four consecutive days,Monday through Friday;and 3) For all work performed on Saturday and on the legal holidays specified in ORS 279C.540. E. The Contractor agrees to provide a written schedule to all employees showing the number of hours per day and days per week the employee may be required to work. F. No City employee shall be required to work overtime or on a Saturday, Sunday or holiday in the fulfillment of this contract except where the Contractor agrees to reimburse the City in the amount of money paid the employee for such work as determined by state law, the City's personnel rules or union agreement. The Contractor shall require every subcontractor to comply with this requirement. G. If Contractor or any first-tier subcontractor fails to pay a person furnishing labor or material within 30 days after receipt of payment form the City or from the Contractor to a subcontractor, the Contractor or first-tier subcontractor shall owe the person the amount due plus interest commending at the end of the 10 day period that the payment is due under ORS 279C.580, unless payment is subject to a good-faith dispute. The interest rate shall be as specified in ORS 279C.515(2). If the Contractor or any subcontractor fails, neglects, or refuses to pay a person furnishing labor or material, the person may file a complaint with the Construction Contractors Board, unless the payment is subject to a good faith dispute as defined in ORS 2790,580. H. Contractor shall include a clause in each contact with a subcontractor a requirement that the contractor pay the subcontractor for satisfactory performance within 10 days of receipt of payment from the City for the work. Contractor shall include in contracts with subcontractors an interest provision for such payments in compliance with ORS 279C.580. Contractor shall include a clause in each contract with a subcontractor requiring the subcontractor to meet the same payment and interest standards as required by ORS 279C.580 (4). 12. Drug Testing Program ORS 279C.505 requires that all public improvement contracts contain a provision requiring contractors to demonstrate that an employee drug-testing program is in place. The Contractor demonstrates that a drug-testing program is in place by signing of the contact. The drug testing program will apply to all employees and will be maintained for the duration of the Contract awarded. Failure to maintain a program shall constitute a material breach of contract. 13. Contractor's Employee Medical Payments Contractor agrees to pay promptly as due, to any person, co-partnership, association or corporation f rnishing medical, surgical, and hospital care or other needed care and attention incident to sickness or injury to the Contractor's employees,all sums which the Contractor agreed to pay for such services and allmoney and sums which the Contractor collected or deducted from employee wages pursuant to any law, contract or agreement for providing or paying for such service as referenced in ORS 279C.530. 14. Early Termination A. This agreement may be terminated without cause prior to the expiration of the agreed upon term by mutual written consent of the parties and for the following reasons: 1) If work under the Contract is suspended by an order of a public agency for any reason considered to be in the public interest other than by a labor dispute or by reason of any third party judicial proceeding relating to the work other than a suit or action filed in regard to a labor dispute;or 2) If the circumstances or conditions are such that it is impracticable within a reasonable time to proceed with a substantial portion of the Contract. B. Payment of Contractor shall be as provided by ORS 279C.660 and shall be prorated to and include the day of termination and shall be in full satisfaction of all claims by Contractor against City under this Agreement. C. Termination under any provision of this paragraph shall not affect any right, obligation, or liability of Contractor or City which accrued prior to such termination. 15. Cancellation with Cause A. City may terminate this Agreement effective upon delivery of written notice to Contractor, or at such later date as may be established by City,under any of the following conditions: 1) If City funding from federal, state, local, or other sources is not obtained and continued at levels sufficient to allow for the purchase of the indicated quantity of services. This Agreement may be modified to accommodate a reduction in funds, 2) If Federal or State regulations or guidelines are modified, changed, or interpreted in such a way that the services are no longer allowable or appropriate for purchase under this Agreement, 3) If any license or certificate required by law or regulation to be held by Contractor, its subcontractors, agents, and employees to provide the services required by this Agreement is for any reason denied,revoked, or not renewed, or 4) If Contractor becomes insolvent, if voluntary or involuntary- petition in bankruptcy is filed by or against Contractor, if a receiver or trustee is appointed for Contractor, or if there is an assignment for the benefit of creditors of Contractor. Any such termination of this agreement under paragraph (a) shall be without prejudice to any obligations or liabilities of either party already accrued prior to such termination. B. City, by written notice of default (including breach of contract) to Contractor, may terminate the whole or any part of this Agreement: 1) If Contractor fails to provide services called for by this agreement within the time specified herein or any extension thereof, or 2) If Contractor fails to perform any of the other provisions of this Agreement, or so fails to pursue the work as to endanger performance of this agreement in accordance with its terms, and after receipt of written notice from City, fails to correct such failures within ten (10) days or such other period as City may authorize. The rights and remedies of City provided in the above clause related to defaults (including breach of contract) by Contractor shall not be exclusive and are in addition to any other rights and remedies provided by law or under this Agreement. If City terminates this Agreement under paragraph (b), Contractor shall be entitled to receive as full payment for all services satisfactorily rendered and expenses incurred, an amount which bears the same ratio to the total fees specified in this Agreement as the services satisfactorily rendered by Contractor bear to the total services otherwise required to be performed for such total fee; provided, that there shall be deducted from such amount the amount of damages, if any, sustained by City due to breach of contract by Contractor. Damages for breach of contract shall be those allowed by Oregon law, reasonable and necessary attorney fees, and other costs of litigation at trial and upon appeal. 16. Access to Records City shall have access to such book, documents, papers and records of Contractor as are directly pertinent to this Agreement for the purpose of making audit, examination, excerpts,and transcripts. 17. Work is Property of CitX All work performed by Contractor under this Agreement shall be the property of the City. 18. Adherence to Law A. Contractor shall adhere to all applicable laws governing its relationship with its employees, including but not limited to laws, rules, regulations, and policies concerning workers' compensation,and minimum and prevailing wage requirements. B. To the extent applicable, the Contractor represents that it will comply with Executive Order 11246 as amended, Executive Order 11141, Section 503 of the Vocational Rehabilitation Act of 1973 as amended and the Age Discrimination Act of 1975, and all rules and regulations issued pursuant to the Acts. C. As provided by ORS 279C.525, all applicable provisions of federal, state or local statutes, ordinances and regulations dealing with the prevention of environmental pollution and the preservation of natural resources that affect the work under this contract are by reference incorporated herein to the same force and affect as if set forth herein in full. If the Contractor must undertake additional work due to the enactment of new or the amendment of existing statutes, ordinances or regulations occurring after the submission of the successful bid, the City shall issue a Change Order setting forth the additional work that must be undertaken. The Change Order shall not invalidate the Contract and there shall be, in addition to a reasonable extension,if necessary, of the contract time, a reasonable adjustment in the contract price,if necessary, to compensate the Contractor for all costs and expenses incurred, including overhead and profits, as a result of the delay or additional work. Pursuant to ORS 279C.525(1),the following list identifies Governmental Agencies of which the City has knowledge that have enacted Environmental Laws which may affect the performance of the work: FEDERAL AGENCIES > Agriculture • Department of Forest Service • Soil Conservation Service y Defense • Department of Army Corps of Engineers > Energy • Department of Federal Energy Regulatory Commission >' Environmental Protection Agency > Department of Health and Human Services > Housing and Urban Development • Department of Solar Energy Conservation Bank >� Interior,Department of • Bureau of Sports Fisheries and Wildlife • Bureau of Outdoor Recreation • Bureau of Land Management • Bureau of Mines • Bureau of Indian Affairs • Bureau of Reclamation • Geological Survey • Minerals Management Service >' Labor,Department of • Mine Safety and Health Administration • Occupational Safety and Health Administration > Transportation,Department of • Coast Guard • Federal Highway Administration Water Resources Council STATE AGENCIES >> Administrative Services,Department of > Agriculture,Department of Columbia River Gorge Commission ➢ Consumer&Business Services,Department of Oregon Occupational Safety&Health Division > Energy,Department of ➢ Environmental Quality,Department of ➢ Fish and Wildlife,Department of Forestry,Department of Geology and Mineral Industries,Department of y Human Resources,Department of > Land Conservation and Development Commission Parks and Recreation, Department of ➢ Soil and Water Conservation Commission State Engineer ➢ State Land Board ➢ Water Resources Board LOCAL AGENCIES ➢ City Council ➢ County Court County Commissioners,Board of ➢ Port Districts ➢ Metropolitan Services Districts ➢ County Service Districts ➢ Sanitary Districts Water Districts ➢ Fire Protection Districts 19. Changes City may at any time, and without notice, issue a written Change Order requiring additional'work within the general scope of this Contract, or any amendment thereto, or directing the omission of or variation in work. If such Change Order results in a material change in the amount or character of the work, an equitable adjustment in the Contract price and other provisions of this Contract as may be affected may be made. Any claim by Contractor for and adjustment under this section shall be asserted in writing within thirty (30) days from the date of receipt by Contractor of the notification of change or the claim will not be allowed. Whether made pursuant to this section or by mutual agreement, no change shall be binding upon City until a Change Order is executed by the Authorized Representative of City,which expressly states that it constitutes a Change Order to this Contract. The issuance of information, advice, approvals, or instructions by City's Representative or other City personnel shall not constitute an authorized change pursuant to this section. Nothing contained in this section shall excuse the Contractor from proceeding with the prosecution of the work in accordance with the Contract,as changed. 20. Force Majeure Neither City nor Contractor shall be considered in default because of any delays in completion of responsibilities hereunder due to causes beyond the control and without fault or negligence on the part of the party so disenabled, including, but not restricted to, an act of God or of a public enemy, volcano, earthquake, fire, flood, epidemic, quarantine, restriction, area-wide strike, freight embargo, unusually severe weather or delay of Subcontractor or suppliers due to such cause; provided that the party so disenabled shall within ten (10) days from the beginning of such delay, notify the other party in writing of the causes of delay and its probable extent. Such notification shall not be the basis for a claim for additional compensation. Each party shall, however, make all reasonable efforts to remove or eliminate such a cause of delay or default and shall, upon cessation of the cause, diligently pursue performance of its obligation under Contract. 21. Nonwaiver The failure of the City to insist upon or enforce strict performance by Contractor of any of the terms of this contract or to exercise any rights hereunder shall not be construed as a waiver or relinquishment to any extent of its right to assert or rely upon such terms or rights on any future occasion. 22. Warranties All work shall be guaranteed by the Contractor for a period of one year after the date of final acceptance of the work by the Owner. Contractor warrants that all practices and procedures, workmanship, and materials shall be the best available unless otherwise specified in the profession. Neither acceptance of the work nor payment therefore shall relieve Contractor from liability under warranties contained in or implied by this contract. 23. Attorney's Fees In case suit or action is instituted to enforce the provisions of this contract, the parties agree that the losing party shall pay such sum as the Court may adjudge reasonable attorney's fees and court costs including attorney's fees and court costs on appeal. 24. Governing Law The provisions of this Agreement shall be construed in accordance with the provisions of the laws of the State of Oregon. Any action or suits involving any questions arising under this Agreement must be brought in the appropriate court of the State of Oregon. 25. Conflict Between Terms It is further expressly agreed by and between the parties hereto that should there be any conflict between the terms of this instrument and the proposal of the Contractor, this instrument shall control and nothing herein shall be considered as an acceptance of the said terms of said proposal conflicting herewith. 26. Indemnification Contractor warrants that all its work will be performed in accordance with generally accepted professional practices and standards as well as the requirements of applicable federal, state and local laws,it being understood that acceptance of a contractor's work by City shall not operate as a waiver or release. Contractor agrees to indemnify and defend the City, its officers, agents and employees and hold them harmless from any and all liability, causes of action, claims, losses, damages, judgments or other costs or expenses including attorney's fees and witness costs and (at both trial and appeal level, whether or not a trial or appeal ever takes place) that may be asserted by any person or entity which in any way arise from, during or in connection with the performance of the work described in this contract, except liability arising out of the negligence of the City and its employees. If any aspect of this indemnity shall be found to be illegal or invalid for any reason whatsoever, such illegality or invalidity shall not affect the validity of the remainder of this indemnification. 27. Insurance Contractor and its subcontractors shall maintain insurance acceptable to City in full force and effect throughout the term of this contract. Such insurance shall cover all risks arising directly or indirectly out of Contractor's activities or work hereunder, including the operations of its subcontractors of any tier. Such insurance shall include provisions that such insurance is primary insurance with respect to the interests of City and that any other insurance maintained by CitS- is excess and not contributory insurance with the insurance required hereunder. The policy or policies of insurance maintained by the Contractor and its subcontractor shall provide at least the following limits and coverages: A. Commercial General Liability Insurance: Contractor shall obtain, at contractor's expense, and keep in effect during the term of this contract, Comprehensive General Liability Insurance covering Bodily Injury and Property Damage on an "occurrence" form (1996 ISO or equivalent). This coverage shall include Contractual Liability insurance for the indemnity provided under this contract. The following insurance will be carried: Coverage Limit General Aggregate $4,000,000 Products-Completed Operations Aggregate $1,000,000 Personal&Advertising Injury $1,000,000 Each Occurrence $2,000,000 Fire Damage (Any one fire) $50,000 Medical Expense (Any one person) $5,000 B. Commercial Automobile Insurance: Contractor shall also obtain, at contractor's expense, and keep in effect during the term of the contract, "Symbol 1" Commercial Automobile Liability coverage including coverage for all owned, hired, and non-owned vehicles. The Combined Single Limit per occurrence shall not be less than$2,000,000. C. Workers' Compensation Insurance: The Contractor, its subcontractors, if any, and all employers providing work, labor or materials under this Contract are subject employers under the Oregon Workers' Compensation Law and shall comply with ORS 656.017, which requires them to provide workers' compensation coverage that satisfies Oregon law for all their subject workers. Out-of-state employers must provide Oregon workers' compensation coverage for their workers who work at a single location within Oregon for more than 30 days in a calendar year. Contractors who perform work without the assistance or labor of any employee need not to obtain such coverage." This shall include Employer's Liability Insurance with coverage limits of not less than$100,000 each accident. D. Additional Insured Provision: The City of Tigard, Oregon, its officers, directors, and employees shall be added as additional insureds with respect to this contract. All Liability Insurance policies will be endorsed to show this additional coverage. E. Insurance Carrier Ratin-9: Coverage provided by the Contractor must be underwritten by an insurance company deemed acceptable by the City. The City reserves the right to reject all or any insurance camer(s)with an unacceptable financial rating. F. Certificates of Insurance: As evidence of the insurance coverage required by the contract, the contractor shall furnish a Certificate of Insurance to the City. No contract shall be effected until the required certificates have been received and approved by the City. The certificate will specify and document all provisions within this contract. A renewal certificate will be sent to the above address 10 days prior to coverage expiration. G. Independent Contractor Status: The service or services to be rendered under this contract are those of an independent contractor. Contractor is not an officer, employee or agent of the City as those terms are used in ORS 30.265. H. Primary Coverage Clarification: All parties to this contract hereby agree that the contractor's coverage will be primary in the event of a loss. I. Cross-Liability- Clause: A cross-liability clause or separation of insureds clause will be included in all general liability,professional liability, pollution and errors and omissions policies required by this contract. A copy of each insurance policy, certified as a true copy by an authorized representative of the issuing insurance company, or at the discretion of City,in lieu thereof, a certificate in form satisfactory to City certifying to the issuance of such insurance shall be forwarded to: City=of Tigard Attn: Contracts and Purchasing Office 13125 SW Hall Blvd Tigard, Oregon 97223 Such policies or certificates must be delivered prior to commencement of the work. Ten days cancellation notice shall be provided City by certified mail to the name at the address listed above in event of cancellation or non-renewal of the insurance. The procuring of such required insurance shall not be construed to limit contractor's liability hereunder. Notwithstanding said insurance, Contractor shall be obligated for the total amount of any damage, injury, or loss caused by negligence or neglect connected with this contract. 28. Method and Place of Giving Notice, Submitting Bills and Making Payments All notices, bills and payments shall be made in writing and may be given by personal delivery- or by mail. Notices,bills and payments sent by mail should be addressed as follows: CITY OF TIGARD BAKER ROCK RESOURCES Attn: Mike McCarthy,P.E., Sr Proj Engineer Attn: Marc Schoenberg Address: 13125 SW Hall Blvd Address: 21880 SW Farmington Road Tigard,Oregon 97223 Beaverton, Oregon 97007 Phone: (503) 718-2462 Phone: (503) 642-2531 Fax: (503) 624-0752 Fax: (503) 642-2534 Email: mikemntigard-or.gov Email: mareschoenberp,@baker-rock.com and when so addressed, shall be deemed given upon deposit in the United States mail,postage prepaid. In all other instances, notices, bills and payments shall be deemed given at the time of actual delivery. Changes may be made in the names and addresses of the person to whom notices, bills and payments are to be given by giving written notice pursuant to this paragraph. 29. Hazardous Materials Contractor shall supply City with a list of any and all hazardous substances used in performance of this Agreement. That list shall identify the location of storage and use of all such hazardous substances and identify the amounts stored and used at each location. Contractor shall provide City with material safety data sheets for all hazardous substances brought onto City property, created on City property or delivered to City pursuant to this Agreement. For the purpose of this section, "hazardous substance" means hazardous substance as defined by ORS 453.307(5). Contractor shall complete the State Fire Marshall's hazardous substance survey as required by ORS 453.317 and shall assist City to complete any such survey that it may be required to complete because of substances used in the performance of this Agreement. 30. Hazardous Waste If, as a result of performance of this Agreement, Contractor generates any hazardous wastes, Contractor shall be responsible for disposal of any such hazardous wastes in compliance with all applicable federal and state requirements. Contractors shall provide City with documentation, including all required manifests, demonstrating proper transportation and disposal of any such hazardous wastes. Contractor shall defend, indemnify, and hold harmless City for any disposal or storage of hazardous wastes generated pursuant to this Contract and any releases or discharges of hazardous materials. 31. Severability In the event any provision or portion of this Agreement is held to be unenforceable or invalid by any court of competent jurisdiction, the remainder of this Agreement shall remain in full force and effect and shall in no way be affected or invalidated thereby. 32. Demolition—Salvage and Recycling As required by ORS 279C.510, Contractor shall salvage or recycle any construction and demolition debris if feasible and cost-effective. 33. Complete Agreement This Agreement and attached exhibits constitutes the entire Agreement between the parties. No waiver, consent, modification, or change of terms of this Agreement shall bind either party unless in writing and signed by both parties. Such waiver, consent, modification, or change if made, shall be effective only in specific instances and for the specific purpose given. There are no understandings, agreements, or representations, oral or written, not specified herein regarding this Agreement. Contractor,by the signature of its authorized representative,hereby acknowledges that he has read this Agreement,understands it and agrees to be bound by its terms and conditions. IN WITNESS WHEREOF, City has caused this Agreement to be executed by its duly authorized undersigned officer and Architect has executed this Agreement on the date hereinabove first written. Approved by Tigard's Local Contract Review Board at their May 15,2012 business meeting. CITY OF TIGARE, BAKER ROCK RESOURCES �J,9 A- SignatureSignature NWjW A,, ,r 0. A 1CC_(L PrV_J I J(A-T Printed Name&Title Printed Name&Title Date Date A.T"fACHM E \T G PERFORMANCE BOND .['Y2012-13 I'AVEMFNI MANAGIF. MFtN E" PROGRAM Asphaltic Concrete Overlay Crry Ut.TmAw),OREGON Bo.t:tel Number. 81969931 Project Name: FY 2012-13 Pavement Management Program Asphaltic Concrete Overlay Schedule A Federal Insurance Company (Isurety#1) Bond Amount No. 1: 816,794.69 __.. -N/A __ _.. _ _ _(:sutr.ty#21I3onci Amount or7nt No. 2:' __- -0'._. . Xfmriq smultole-aurties 'Total Penal Sunr of lac>trd: 816,794.69 We, Baker Rock Resources_....__._. _._._.... ._a._.__..__.___ as Principal, and the above identified Surety(ie:s), ar.tthorived to transact surety business in Oregon, as Surety, hereby= jointly and severally grind ourselves,our respective heirs,executors,adnzinistxato.rs,successors,and assigns firmly by these presents to pay unto the City of Tigard, a municipality of the State of Oregon, the sure of (total .Venal Suin of Bond)Eight Hundred Sixteen Thousand Seven Hundred Ninety Four and 69/100 * * * {ProN* ed, that we the Sureties bind ourselves in such sum "jointly and severally:" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us, and for all other purposed each Surcty binds itself, jointly and severally with the Principal, for the payn-mcnt of such sum only -is is set forth. opposite the name: of such Surety),and WHEREAS, the Principal has entered into a contract with the City of"Tigard, the plants, specifications,tennss, and conditions of which are contained in the above-referenced project solicitation; WHEREAS, the terms and conditions of the contract, together with applicable flans, standard specifications, special provisions, schedule of performance, and schedule of contract prices, are trade a hart of this Performance;Brand by reference,whether or not attached to the:contract(all.hereafter called"Conttace);and WHEREAS, the Principal has agreed to perforin the Contract in accordance with the terms, conditions, requirements, plans, and specifications, and all authorircd modifications of the. Contract which increase the amount of the 'work, the amount: of the C ontxact, or constitute an. authorized extension of the time for performance,notice of any such modifications hereby being waived by the Surct`ir: NOW, THEREFORE,—FUlF. C;C}NM-1101\ OF TUTS :liONI) 1S SUCH that if the Principal herein shah[ faithfully and truly observe and comply with the tern-is, conditions, and provisions of the Contract, in all t:espects, and shall well and truly and fully do and perform all matters mid things undertaken by Contractor to be performed under the contract,upon the ternns set forth therein,and within the time prescribed therein,or as extended as provided in die Contract, with or without: notice to the Sureties, and shall indemnify and save harmless the City of`l igard,its officers,agents,and employees apinst any direct or,indirect damages or claim of every kind and description rh.at shallbe suffered or cla.irned to be suffered in, connection with or arising;out of the: performance of the t.;ontract by the Principal or its subcontractors, and shall in all. respects pearforni said contract according to 1au then this obligation is to be void;otherwise,it shall,retrtain in full force and effect. Nonpayment of the bond pre>tnium.xvill not invalidate this bond nor shall the City of Tigard be obligated for the payment of any prermurns. This bond is given and received under the authority of OILS Chapter 2790 and Tigard Public Contractit1; Rules,the provisions of which are incorporated into this bond ax d.made a part hereof. IN WITNESS WHEREOF, W1.1—HAVE CAUSIM -I'HIS INMRUMENT -IV) Bl'-,: l"XF'('-UTVD AND SEA11-I'D B) ()LJR DUJ-.Y AUTHORIZED Dated this• 23rd clay of May _2012 PRINCIPAL: Baker Rock Resources By: ............ Sigpature nm1te )�Lmccit"Title Attest. j�m ,SURETY. Federal jhsurance Company/ (Add si,gnalzars fir each swriy i a bond� f't iqg wil 11Y AT17(-)RN1!Y-IN-1-'AC1'-. (Pmer-qf--1t1omg Nimst accompany arch s1me.fy bona) Stacy Ag Flynn 15 Mountain Oew Road Address Warren, NJ 07059 City State Zip 908-903-2000 Phoxic Fax NI'TACHMEN'T H PAYMENT BOND FY 201.2-13 PAITEMENTMANAGEMEMI,PROGRAM Asphaltic Concrete Overlay Crry of TTGAnx),ORL-GON Bond Number: 81969931 Project Name:FY 2012-13 Pavement Management Program Asphaltic Concrete Overlay Schedule A Federal Insurance Company (Surety 41) Bond Amount No. 1: $_816,794.69 N/A (Surety#.2)* Bond Amount No. 2:* s— -0- If usinS muldple surelies Total Penal Sum of Bonet: $_81_6,794.69 We, _§pker Rock Resources as Principal, and the above identified Surety(ics), authorized to transact surety business in Oregon, as Surety, hereby jointly and severally bind ourselves,our respective heirs,executors,adt-ninistrators,successors,and assigns firmly by these presents to pay, unto the 0ty of Tigard, a municipality of the State of Oregon, the sumof '(total. Penal Sura of 1ond) Eight Hundred Sixteen Thousand Seven Hundred NineV Four and 69/100 (Provided, that we the Sureties bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or Actions against any or. all of us, and for all other purposed each Surety hinds itself, jointly and severally with the Principal, for the payment of such sum only as is set forth opposite the name of such Surcty),and WHEREAS, the Principal has entered into a contract with. the City of T4),,atd,the ,p] nsspecificati I ol. , 1m, stc s a , and conditions of which are contained in above-referenced project solicitation; WHEREAS, the terms and conditions of the contract,together with applicable plans, standard specifications, special provisions, schedule of performance,x-id schedule of contract prices, axe made a Part of this Pq ytrient bond by reference,whether or not attached to the contract(all here-after called "Contract';and WHEREAS, the Principal. has agreed to perform the Contract in accordance with the terms, conditions, requirements, plans, and.specifications,and schedule of contract prices-.which are set forth in the Contract and any attachments, and all authorized modifications of the Contract which increase the amount of the work, or the cost of the Contract, or constitute authorized extensions of time for performance of the Contract,notice of any such modifications hereby being waived by the Surety: NOW,THEREFORE,'111E CONDFFION OF TfflS BONI) IS SUCI I that if the Principal shall faithfully and truly obsene and comply with the terms, conditions, and provisions of the Contract, in all respects, and shall well and truly and fully do and perform,all matters and things by it undertaken to be performed under said Cond.-act and any duly authorized modifications that are made,upon the terms set forth therein,and within the time prescribed therein, or as extended therein as provided in the Contract, with or without notice to the Sureties,and shall indemnify and save harmless the City of Tig-ard its officers,agents,and employees against ally claim for direct or indirect damages of every kind and description that shall be suffered or claimed to be suffered in connection with or arising out of the performance of the Contract by the Contractor or its subcontractors, and shall promptly Pay all persons supplying labor, materials, or both to the Principal (), its s subcontractors for prosecution of the work provided in the Contract; and shall promptly pay all contributions due the State Industtial.Accident Fund and the State Unemployment Compensation Fund from.the Principal or its subcontractors in connection with the pei-fortnance of the Contract; and shall pay over to the Oregon Department of Revenue 91 sums required to be deducted and retained from the wage-, of employees of the PrincIl'al and its subcontractors pursuant to ORS 31.6.167, and shall permit. no lien nor claim to be filed or prosecuted against the City on account of any labor or materials furnished; and shall do all things rcquir.ed of the Principal by the laws of the State of Oregon,then this obligation shall be void; otherwise,it shall remain in full force and effect. Nonpayment of the bond premium will not invalidate this bored nor shall.the City of'ligard be obligated for the payment of any prctniun'is: This bond is given and received under the authority of ORS Chapter 279C and Tigard Public Contracting Rules,the provisions of which are incorporated into this bond and made a part hereof IN WITNESS WHEREOF, Wl-,' IIAVE CAUSED TFUS IN,`MtUMENT TO BE E-xjCU': EM AND SE,UED BY OUR DULY AUJ.1 IOR-TIED 11"GAL REPRT—,SENTATIVE'S. Dated this 2..3.rd----day of May 2012 PRINCIIIAL. Baker Rock Resources By: Signature, 4-<'5A, Printed Nat Attest: SURETY. Federal Insurance Company (A dd-6 piatuirsfor each jwm.Jy!f uji,11111141e honds) BY ATTO.RNE Y-IN-FACT: (Poiwr ol-Allomey must accoVaz!);each fitivi)lvn(� StagrA. Flynn Sign tare 15 MountaiLliew Road Address Warren, NJ 07059 City State zip 908-903-2000 Phone Fax ..................... ROWERFederal Insurance Company Attn: Surety Department Chubb OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren,NJ 07059 Know All by These Presents.' That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY,a New York corporation, and PACIFIC INDEMNITY COMPANY,a Wisconsin corporation,do each hereby constitute and appoint Kenneth L. Delooze,Stacy A. Flynn, Gary P.McCann and Alpha J. Robinson of Portland,Oregon each as their true and lawful Attorney-in-Fact to azerole under such designation in their names and to affix their corporate seals to and deliver for and an their behalf as surely thereon or otherwise.bonds and undertakings and other writings obligatory in the nature thereof(ether than bail bonds)given of executed in the course of buwne4s.and any instruments amending or altering the same,and consents to the modification or alteration of any instrument rete rid to in said bonds or obligations. In wiliaoss Whereof,said FEDERAL INSURANCE-:COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate souls an this 11th dayci January,2010 Assistant secretary —vid J orris,Jr..Vic.Presider STATE OF NEW JERSEY Ss' County of Sul nerset On this "I1 th day or January,2010 before me,a Notary Public,of Now Jersey,pu(sonally come Kenneth C.Worw",to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INt)EMNITY COMPANY.the companies which executed the foregoing Power of Attorney, and the said Kenneth C.Wendel.being by me duly swam,did depose and say that he is Assistant Secretary or FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof,that the seals affixed to In-^ foregoing Power of Anorneyare such corporate seals and were thereto affixed by authority of the By-Laws of said Companies:and that his signed said Power of Attorney as As.isiant Secretary of said Companies by like authority,and that lie is acquainted with David B.Norris.Jr,,and knows him to be Vice President of said Companies,and that the signature of David B.Norris.Jr,.subscribed to said Power of Attorney Is In the genulno handwriting of David B.Norris,Jr.,and was thereto subscribed by authamy of said By. Laws and in deponent's presence. Nolatia - STEPHEN S.SPADT 0-% Notary Public,UA119 of N"JerW rxrNO,232100 PUB CWoftlition Expk%Oct.2$.2D14 N.Wy Public J CERTIFICATION Extract from the By-Laws of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COMPANY: 'All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behait of the Company,either by the Chairman or the President or a Vice President or an Assistant Vice President,jointly with the Secretary or an Assistant Secretary,under their respective designations.The signature of such officers may be engraved,printed or lithographed.The signature of each of the following officers-.Chairman,President.any Vice President.tiny Assistant Vice President.any Secretary,any Assistant Secretary mid the seal of the Company may be affixed by facsimile to any power of allorneyorto any certificate relating thereto appointing Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof,and any such power of attorney or certificate besting such facsimile signature or facsimile seal shall W valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it Is attached.* 1,Kenneth C.Wendel,Assistant Secretary of FEDERAL INSURANCE COMPANY,VIGILANT INSURANCE COMPANY,and PACIFIC INDEMNITY COWANY (the'Companies-)do hereby certify that (i) the fon.,goling extract of the Ely-Laws of the Companies Is true and correct. (il) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S.Treasury Department:further.Federal and Vigilant are licensed in Puerto Rico and the U,S.Virgin Islands.and Federal Is licensed in Amadqati Sawa,Guam,and each or the Provinces of Canada axCepf prince Edward Islarld,and (iii) Rio foioWQi'rqj Power of Attorney is true,correct and in too force and effect Given under myrhand and seals of said Companies at Warren.NJ this May 23, 2012 0 'fSo iA Kanner n C. ,reel, istant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM,VERIFY THE AUTHENTICITY OF THIS BONI)OR NOTIFY US OF ANY OTHER!MATTER,PLEASE CONTACT US AT ADDRESS LISTED ABOVE,OR BY Telephone(908)903-3493 Fax(908)903-3656 e-maie-mail: suretX@chubb.com Form 15-10-022513-U (Ed.5-03) CONSENT ATTACHMENT I SUPPLEMENTARY GENERAL CONDITIONS FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay CITY OF TIGARD,OREGON The following provisions supplement and amend the General Conditions (defined in the Agreement). Section 00120, Bidding Requirements and Procedures -- Note that this section has been modified earlier in these bid documents Section 00130,Award and Execution of Contract— Note that this section has been modified earlier in these bid documents Section 00150.10(a) Order of Precedence Delete -- Delete the entire subsection and replace it with the words "(a) subsection not used." Section 00150.40(a) Cooperation and Superintendence by the Contractor, General--Add the words, "within the limitations in Oregon Law regarding public records." to the end of the sentence in bullet item 7. Section 00160.10 Ordering, Producing and Furnishing Materials --Delete the last two sentences in the opening paragraph. Section 160.10(b)Approval of Quantity of Materials Ordered--Delete the sentence,"Therefore, the Contractor is cautioned to order or produce Materials only after having received the approval of the Engineer. " Delete the sentence,"Excess Materials,ordered or produced by the Contractor,without approval of the Engineer,may be purchased by the Agency at the sole discretion of the Agency. (see 00195.80)" Section 165.03 Testing by Agency--Delete the words "its central laboratory,field laboratories, or other" from the first sentence. Section 170.10(4) Agency's Payment of the Contractor's Prompt Payment Obligations --change the word"ODOT"to "Agency". Section 170.70, Insurance-- Delete entire section. Section 170.72 Indemnity/Hold Harmless -- Delete entire section. Section 170.94 Use of Explosives -- Change the first sentence to read,"The Contractor shall obtain the Engineer's approval and shall comply with all Laws pertaining to the use of explosives." Section 180.20(a) Subcontracting Limitations, General--Delete the first sentence. Section 180.22 Payments to Subcontractors and Agents of the Contractor--Delete the second paragraph. Page 45 Section 180.31 (b)(1) Reason for Substitution--Add the following words to the beginning of the first bullet: "In the judgment of the Engineer". Section 180.50(c) Beginning of Contract Time-- change the paragraph to read,"When the Contract Time is stated in Calendar Days,counting of Contract Calendar Days will begin with the first Calendar Day following the date of the Notice to Proceed." Section 195.10 Payment for Changes in Materials Costs,Delete entire section. Section 195.12 Steel Material Price Escalation/De-Escalation Clause --Delete entire section. Section 195.50(a)(2)Value of Materials on Hand -- Delete paragraph. Section 195.50(b) Retainage: Change the first paragraph to read. "The amount to be retained from progress payments will be 5%of the value of Work accomplished,and will be retained in one of the forms specified in Subsection (c) below. Section 195.60 Advance Allowance for Materials on Hand: Delete entire section. Section 195.80 Allowance for Materials Left on Hand: Delete entire section. Section 199.40 Claims Decision Review,Delete entire section. Page 46 ATTACHMENT J SPECIAL PROVISIONS FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay CITY OF TIGARD,OREGON The Special Provisions contained herein have been prepared by or under the direction of the following Registered Engineer. Michael D. NIcCarthy,P.E. _aEpD PRQ,cF 58358PE ORE N ��y ✓L� 21,ARq� � �F[OAVID 14 EXPIRES: I V ?.o/ WORK TO BE DONE The Work to be done under this Contract consists of constructing asphaltic concrete overlay and associated preparation and finish work on the streets shown on plans entitled: CITY OF TIGARD OREGON FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay APPLICABLE SPECIFICATIONS The Specification that is applicable to the Work on this Project is the 2008 edition of the "Oregon Standard Specifications for Construction". These specifications are modified by the special provisions contained in this section and in other parts of these bid documents. All number references in these Special Provisions shall be understood to refer to the Sections and subsections of the Standard Specifications and Supplemental Specifications bearing like numbers to Sections and subsections contained in these Special Provisions in their entirety. SECTION 00120— BIDDING REQUIREMENTS AND PROCEDURES Note that this section has been modified earlier in these bid documents Page 47 SECTION 00130 -AWARD AND EXECUTION OF CONTRACT Comply with Section 00130 of the Standard Specifications modified by the bid documents for this project and as follows: Add the following subsection: 00130.40(e) Tax Identification Number- The successful Bidder shall furnish the City the Bidder's Federal Tax Identification Number. SECTION 00150 - CONTROL OF WORK Comply with Section 00150 of the Standard Specifications modified as follows: The Contractor's attention is directed to Section 105.55, "Cooperation with Other Contractors," of the Standard Specifications. Certain work within this contract requires coordination with the work of other agencies or contractors. The Contractor shall cooperate fully with other agencies/ contractors and carefully fit his own work to such other work as may be directed by the Engineer. The Contractor shall not commit or permit any act to be committed which will interfere with the performance of work by any other agency/contractor. 00150.50 Cooperation with Utilities —Add the following: The Contractor shall notify all utility agencies which may be affected by the construction operation at least 48 hours in advance when their sen-ices will be affected by the work. The following information is included for the Contractor's convenience: Utility Notification Center 503-246-6699 800-332-2344 U� A eg_n Contact Phone Water City of Tigard John Goodrich 503-718-2596 24-hour 503-639-1554 Sanitary Sewer City of Tigard Rob Block 503-718-2607 Storm Sewer City of Tigard Rob Block 503-718-2607 Power PGE 24-hour 503-464-7777 Damage&Repair 503-736-5662 Tiffany Ritchey 503-764-6935 Carl Krutka 503-849-6746 Cable Comcast Ivan Chandler 503-849-4738 Page 48 Ken Parris 503-969-8662 Damage&Repair 503-617-1212 Telephone Frontier 24-hour 1-877-462-8188 Andrew Muhck 503-526-3544 Gas N\X'Natural Bob Keller 503-816-0299 Damage&Repair 503-226-4211 The contractor shall obtain all necessary permits and approvals and comply with all requirements when working in a railroad right-of-way. Contact Dennis Hannahs at Portland&Western Railroad, Inc. dhannahs@gwrr.com. SECTION 00165 QUALITY OF MATERIALS Comply with Section 00165 of the Standard Specifications, modified as follows: 00165.04 Cost of Testing— Delete the first paragraph SECTION 00170 -LEGAL RELATIONS AND RESPONSIBILITIES Comply with Section 00170 of the Standard Specifications modified as follows: 00170.80(a) - Responsibility for Damage in General - The Contractor shall perform Work, and furnish Materials and Equipment for incorporation into the Work, at the Contractor's own risk, until the entire Project has been completed and accepted by the City. The Contractor shall provide adequate protection for property, trees, landscaping, and other items adjacent to the work area. Existing trees,property, shrubs,plants,or other items that are not to be removed but are injured or damaged by reason of the Contractor's operations shall be replaced in kind at the Contractor's expense. Contractor shall repair all damages to Work performed, Materials supplied, and Equipment incorporated into the Work, except as otherwise provided in this Section. SECTION 00180 - PROSECUTION AND PROGRESS Comply with Section 00180 of the Standard Specifications modified as follows: Page 49 00180.41 Project Work Schedules - add the following: The contractor shall provide a work schedule acceptable to the engineer a minimum of 7 days in advance of any lane closures indicating the date work is planned for each street. Should rescheduling become necessary, no work shall be done until the City approves the revised schedule and residents are provided notice with adequate time (normally 24 hours) before the work commences. Add the following subsection: 00180.50(h) Contract Time – No work on this project is allowed to commence before July 165, 2012. Work to be done under the Contract must be substantially complete before September 1st, 2012. All punch list items and cleanup must be complete by September 15th, 2012. 00180.85(b) Liquidated Damages - Add the following paragraph: The liquidated damages for failure to complete the Work on time required by 00180.50(h) will be $700 per Calendar Day. SECTION 00195–PAYMENT Comply with Section 00195 of the Standard Specifications modified as follows: 00195.10 Payment for Changes in Materials Costs–This section is not used on this project. 00195.20(a) Insignificant Changed Work–Add the following: The City may add work, up to 25% of the total project value without changes in unit prices, except for specific items where the addition significantly changes the character of the work. The City may delete streets from this project and/or reduce the length of work along streets up to 25% of the total project value without changes in unit prices. SECTION 00220 -ACCOMMODATIONS FOR PUBLIC TRAFFIC Comply with Section 00220 of the Standard Specifications modified as follows: 00220.02 Public Safety and Mobility—Replace the bulleted item that begins "Do not stop or hold vehicles...."with the following: Do not stop or hold vehicles for more than 5 minutes. Replace the bulleted item that begins `Do not block driveways'with the following: Do not block driveways, intersections or approaches without the approval of the Engineer. Provide Page 50 reasonable access to driveways,intersections or approaches at no expense to the City. Add the following: All streets shall remain open to traffic throughout construction. The contractor must obtain the engineer's approval of a traffic control and signage plan for each street on which traffic will be disrupted at least 7 days before work on that street begins, shall implement the plan before occupying any portion of the street, and shall maintain traffic control in accordance with that plan, or as otherwise directed by the engineer, for the duration of the work. The amount of time that a roadway is left unstriped or with temporary striping must be minimized. Permanent striping must be replaced on the roadway as soon as feasible; a maximum of 10 calendar days after construction activity removes or covers roadway striping. The amount of time that a roadway is left with a rough surface from pavement grinding must be minimized. Pavement overlays must be constructed as soon as feasible; a maximum of 5 calendar days after pavement grinding,except that streets intersecting with state highways shall be overlaid within 24 hours. Do not place work zone signs or supports that will block existing walkways or existing bikeways unless otherwise approved by the engineer. The engineer and/or inspector may order immediate stoppage of work and restoration of normal traffic patterns at any time if,in their judgment, such action is necessary to reduce excessive delays and/or protect public safety. Cost for all work under this section shall be considered as incidental to the work on this project. 00220.03 Work Zone Notifications -Add the following: The contractor shall provide site-specific temporary signage,with sign appearance and installation as approved by the engineer, on each street on which the contractor will be working to notify residents and street users of the specific schedule for work on that street. Signs shall be placed a minimum of 7 days before any work affecting use of the street. Notify emergency services and organizations listed below 10 calendar days in advance of street closures. The following information is provided for the contractor's convenience: o Emergency Services 911 o City of Tigard Police Department (Non-Emergency) 503-629-0111 o Tualatin Valley Fire&Rescue Gerry Renfro) 503-612-7000 o United States Post Office (Non-Emergency Services) 503-968-0753 0 or 503-968-2991 o United States Post Office (Emergency Services) 866-261-6412 o Tigard-Tualatin School District Gean Devenport) 503-431-4046 o First Student Goanne Kirkbride) 503-431-2345 o Tri-Met—Road Operations 503-962-8117 o Pride Disposal (Lottie Schmidt) 503-625-6177 Ext 129 Cost for all work under this section shall be considered as incidental to the work on this project. Page 51 00220.40(e) Lane Restrictions - Replace the paragraph that begins "Do not close any..." with the following: Typical allowable work hours for this project will be from 7:30am to 7:00pm,with exceptions including the following: Lane closures (such as flagging two-way traffic through one available lane) shall not be implemented before 8:00am. Work involving lane closures on Durham Road and Cascade Avenue is to be done at night. Lane closures on these streets will only be permitted between 8:00pm and 6:00am. Durham Road must remain open throughout construction. Cascade Avenue may be closed to through traffic while paving is in progress. The contractor must obtain approval from the Oregon Department of Transportation to occupy any portion of the right-of-way of State Highways—such as Pacific Hwy 99W,Hall Blvd, and ramps to or from Interstate 5. The contractor must obtain city approval of a traffic control, signage, and detour plan for each street at least 7 days before the closure begins. Weekend work is not permitted unless specifically authorized by the Engineer. SECTION 00225 - WORK ZONE TRAFFIC CONTROL Comply with Section 00225 of the Standard Specifications modified as follows: 00225.90 Payment— This contract uses AZethod C — all work zone traffic control is considered incidental and no separate payment will be made. SECTION 00280 EROSION AND SEDIMENT CONTROL Comply with Section 00280 of the Standard Specifications modified as follows: 00280.00 Scope—Add the following:This section shall be governed by Clean Water Services. SECTION 00290 - ENVIRONMENTAL PROTECTION Comply with Section 00290 of the Standard Specifications modified as follows: 00290.32 Noise Control— 'in first paragraph, change work hours to 7:30 am to 7:00 pm. SECTION 00480 DRAINAGE CURBS Page 52 Comply with Section 00480 of the Standard Specifications modified as follows: 00480.11 Asphalt Concrete: Use`D'mix for drainage curbs. SECTION 00490 WORK ON EXISTING SEWERS AND STRUCTURES Comply with Section 00490 of the Standard Specifications modified as follows: 00490.47 Adjusting Catch Basins and Inlets—Add the following: An optional method of raising grates as shown on sheet C2 may be used in lieu of raising the existing frame and grate. Weld the new fabricated frame of equal or greater bar thickness and equal or better material quality to the existing frame with welds acceptable to the engineer. Welding must extend at least four inches on at least three sides,and shall cover at least half the perimeter of the catch basin. The modified grate and frame must fully maintain the strength of the existing lid and frame,and must preserve the full functionality of all aspects of the lid, frame, and drainage structure. All welding shall be performed by a Certified Welder. Remove debris that falls into structure. 00490.48 Adjusting Boxes Cleanouts and Similar Structures -Add the following: Cast or ductile iron riser rings may be used for adjusting monument boxes. Replace aluminum lids with cast or ductile iron lids that are fitted to the riser ring. Install a new Cleanout casting at station 10+25 McDonald ST. Payment will be made by the bid item "Replace Monument Box". 00490.49 Finish Grade -Add the following: Water valve access lids shall only be adjusted by raising the top section of the existing 910 can. 00490.90 Payment:Add the following: Add the following to the line that begins `Item (a) applies to manholes...': Item (a) Minor Adjustment of Manholes also includes breaking manhole castings loose and adjusting 2"+/- to finish grade to fit the new slope of pavement. Item (d) Adjusting Boxes shall include raising water valve, gas valve, monument and cleanout access lids 2"+/- to finish grade. Item (e) Adjusting Catch Basins consists of raising the frame &grate about 2"to 1/4" below finish grade as directed by the engineer. SECTION 00620—COLD PLANE PAVEMENT REMOVAL 00620.00 Scope -Add the following: The plans show preliminary locations of pavement removal and grind/inlay areas.The engineer may edit these areas by marking the existing pavement to show the final locations of pavement removal and grind/inlay areas. Page 53 SECTION 00730 EMULSIFIED ASPHALT TACK COAT Comply with Section 00730 of the Standard Specifications modified as follows: 00730.42 Preparation of Underlying Surfaces:Add the following: Sweep edges of existing pavement and take other steps as necessary to expose and clean the entire surface prior to applying tack. 00730.44 Applying Tack Coat:Add the following: Apply tack to edges of curb,inlets,and joints of adjacent pavement. 00730.90 Payment:Replace this subsection with the following: No separate payment will be made for tack coat. SECTION 00745 HOT MIXED ASPHALT CONCRETE (HMAC) Comply with Section 00745 of the Standard Specifications modified as follows: 00745.02 Definitions—Add the following: Warm Mix Asphalt Concrete (WMAC) -An asphalt concrete mix following all the requirements of HMAC except that through the use of additives or processes it is mixed and placed at lower temperatures. The term WMAC shall be used interchangeably with HNIAC except in subsections 00745.13(b) and 00745.49(a-1). WMAC may be used at the Contractors discretion as a no cost change option,if approved by the engineer. Comply with the current specifications for WhZAC. 00745.04 Reclaimed Asphalt Shingles (RAS) - Reclaimed asphalt shingles (RAS) shall not be used on this project. 00745.10 Aggregate - In the paragraph that begins "Provide and stockpile...", remove the words "and RAP aggregates". 00745.10(a-5) Fractured Faces - In the sentence that begins "provide crushed aggregate...",replace "AASHTO TP 61"with"AASHTO T 335". 00745.10(b-3) Grading - Replace the tolerance list with the following tolerance list: Page 54 Separated Sizes 11/4" -3/4" 3/4" -No.4 3/4" -1/2" 1/2" -No. 4 T Percent Passing (by Weight) Sieve Size T T T 1 1/2" — 1 1 1/4" 45 — — 1" ±10 —1 —1 3/4" ±5 ±5 ±7 —1 1/2" ±8 ±8 +5 3/8"* No.4 ±3 ±8 ±8 ±8 No. 8 ±5 ±5 ±5 No. 16* — — — No.30 ±1 ±3 ±3 ±3 No. 50* — — — — No 100* — — — — No200 ±1.0 ±1.0 ±1.0 *Report percent passing sieve when no tolerance is listed 00745.10(c-3) Grading- Replace the tolerance list with the following tolerance list: Separated Sizes No.4-0 No. 4-No. 8 No. 8 -0 Percent Passing (by Weight) Sieve Size 3/8!' — 1 — 1 No.4 ±7 +10 —1 No. 8 ±7 ±7 ±10 No. 16* No. 30 ±7 ±5 ±8 No. 50* No. 100* No. 200 ± 3.0 ± 2.0 +4.0 *Report percent passing sieve when no tolerance is listed 00745.10(c-4) Combination of Fine Aggregate for Testing Replace this subsection with the following: Blend together fine aggregate produced in two separate sizes at a 1:1 ratio when testing for sand equivalent. 00745.10(c-5) Blend Sand: Replace the paragraph that begins "Determine sieve analysis..."with the following paragraph: Determine sieve analysis according to AASHTO T 27 and AASHTO T 11. Do not use more than 6%natural or uncrushed blend sand,by weight,in the total aggregate. Provide a means of verifying and documenting the amount of blend sand added to the aggregate. Page 55 00745.11(b) Asphalt Cement Additives -Replace this subsection with the following: Use standard recognized asphalt cement additive products of known value for the intended purpose and approved for use on the basis of laboratory tests. Asphalt cement additives shall have no deleterious effect on the asphalt material and be completely miscible. Do not use silicones as an additive. Add the following asphalt cement additives when required by the JMF: • Anti-stripping asphalt cement additives to prevent stripping or separation of asphalt coatings from aggregates to satisfy the TSR specified in 00745.13. • Asphalt cement admixtures used to aid in the mixing or use of asphalt mixes or for experimental purposes. When WMAC is used, select one of the WMAC Technologies and process and additive types listed below or approved by the Engineer: WMAC Technology Process and Additive Supplier Type pp LEA-CO Foaming Process Advanced Concepts Engineering Co. Eco-Foam II Foaming Process AESCO/Madsen Redi-Set WIVE Chemical Additive Akzo Nobel Surfactants, Inc. CECABASE RT Chemical Additive Arkema Group Aspha-Min (Synthetic Zeolite) Foaming Process Aspha-Min Double Barrel Green System Foaming Process Astec Industries Green Machine Foaming Process Gencor Industries HGrant Warm Mix System Foaming Process Herman Grant Company Qualitherm Chemical Additive Iterchimica Aquablack Warm Mix Asphalt Foaming Process Maxam Equipment Inc. Low Emission Asphalt Chemical Additive McConnaughay Technologies Evotherm Chemical Additive MeadWestvaco Asphalt Innovations Meeker Warm Mix Foaming Process Meeker Equipment Corp. Inc. Advera (Synthetic Zeolite) Foaming Process PQ Corporation Sasobit Organic Additive Sasol Wax Americas,Inc. Shell Thiopave Chemical Additive Shell Accu-Shear Dual Warm-Mix Foaming Process Stainsteel Additive System Tri-Mix Warm Mix Injection Foaming Process Tarmac Inc. Warm Mix Asphalt System Foaming Process Terex Roadbuilding Submit the proposed WMAC technology to be used and a plan for its implementation at the pre-construction conference. The Contractor must obtain the Engineer's approval of the specific process to be used at least 7 days before paving. Comply with the manufacturer's recommendations for incorporating additives and WMAC technologies into the mix. Comply with manufacturer's recommendations regarding receiving, storing, and delivering the additives. Page 56 Add the following subsection: 00745.11(d) Aggregate Treatment-Latex Polymer-A latex polymer aggregate treatment material may be used to treat new crushed aggregates instead of lime if Tensile Strength Ratio test results on the mixture with the latex polymer treatment at the JMF meet the minimum criteria in 00745.13(b). (1) General: a. Provide a system to automatically meter the latex emulsion at the proper rate and apply the emulsion uniformly to the aggregate prior to the addition of the asphalt cement. Follow manufacturer's recommendations to set up, adjust and calibrate the equipment. b. Demonstrate to the Engineer's satisfaction that the required application rate of latex solids is being met. If it is not, take corrective action. Document and notify the Engineer of the corrective action. (2) Material-Use latex polymer emulsion concentrate meeting the following: Minimum Maximum Test Method Solids Percent 65.0 — ASTM D 1417 pH 9.0 11.0 ASTM D 1417 Brookfield Viscosity 500 3000 ASTM D 1417 Spindle 3,20 RPM,cps Provide a quality compliance certificate for the polymer latex emulsion concentrate to the Engineer according to 00165.35. (3) Application Rate -Apply the latex emulsion to achieve a minimum of 0.75 pounds of latex solids per ton of new aggregate (0.0375%) for dense graded mixtures and a minimum of 0.50 pounds of latex solids per ton of aggregate (0.025%) for open-graded mixtures. Higher application rates may be required to meet minimum TSR limits. Determine application rate during mix design testing. (4) Treatment During HMAC Production: a. Adjust aggregate moisture content to meet manufacturer's recommendation for emulsion application. Apply the latex emulsion at the minimum rate specified above or at a higher rate if TSR testing indicates a higher rate is required. b. Apply the latex emulsion to the aggregate just prior to entry into dryer drum. Mix aggregate with the emulsion in a pugmill or in the dryer drum prior to application of asphalt cement. Heat aggregates to at least 250 °F after treatment and prior to addition of asphalt cement. 00745.13 Job Mix Formula (JMF) Requirements -Add the following paragraphs and bullets after the paragraph that begins "Provide a range of proposed...": A separate JMF will be issued for WMAC. Do not use recycled asphalt shingles in WMAC mixes. When WMAC is used,provide the following information in addition to the requirements listed for HMAC: • WMAC technology and WMAC additives information. • WMAC technology manufacturer's established recommendations of usage. Page 57 • WMAC technology manufacturer's established target rate for water and additives, the acceptable variation for production, and documentation showing the impact of excessive production variation. • WMAC technology material safety data sheets if applicable. • Temperature range for mixing. • Temperature range for compacting. • Except for foaming technology, asphalt binder performance grade test data of the asphalt binder and chemical additive at the manufacturer's recommended dosage rate. • Except for foaming technology, WMAC mixture performance test results according to 00745.13(c). Perform testing for foaming technology on the production mix on specimens compacted at WMAC compaction temperatures. 00745.14 Tolerances and Limits - Replace the tolerance list with the following tolerance list: Gradatio Dense-Graded HMAC Type Open-Graded HMAC TYPE Constituen lit 3/4" 1/2" 3/8" 3/4" 1/2" ATPB 1 90 - 100% JMF ±5%* 99- 100% 99 - 100% 3/4" — JMF+ 5% 90 - 100% JMF 5%* 85 - 96% 99 — 100 85 - 95% - - 1/2" JMF ± 5%JMF ± 5% 90-100% JMF ± 5%* 55 - 71% 90 98% 35 68% 3/8"** - - - 90- 100% + No. 4 JMF± 5% JMJNIF ± 5% JMF + 5%JNIF 5%F ± 5% JMF ± 5% J�IF ± 5% — — No. 8 JMF± 4% JMF± 4% JMF ± 4% JMF ± 4% JTNIF± 4% JMF± 4%JMF± 4% No.16** - No. 30 JMF± 4%JMF± 4% JMF± 4% JMF ± 4% JMF± 4% JMF± 4% No. 50** No.100** No. 200 JMF ± 2.00/oJNIF ± 2.0%JMF ± 2.0%JMF ± 2.0% jMF± 2.0%JNIF + 2.0%JMF + 2.0% *Maximum not to exceed 100% **Report percent passing sieve when no tolerance is listed 00745.16(a-1) Personnel Requirements -Add the following bullet to the end of the bullet list: The contractor shall provide a quality control technician to monitor compaction to assure compliance with Section 00745.A plant inspector from an independent testing firm may be required. The QC person,if required,will sample aggregate from stockpiles in advance, test the aggregate for durability,per Section 00745, and shall also be present when producing mix for this project. The cost of such inspection shall be incidental to the payment for HMAC (or WMAC). 00745.16(a-4) Testing Frequency - Delete the paragraph that begins "After the .Mix Design...". Add the following subsection: 00745.16(a-5) Plant Calibration - Calibrate all meters and belt scales at the HNIAC mixing plant according to MOT TM 322 prior to beginning production. Page 58 00745.16(b-1) MDV Quality Control-Replace this subsection with the following subsection: (1) MDV Quality Control: a. General-Before beginning production and placement of WMAC, perform MDV tests on the HMAC as required at start-up according to 00745.16(b-1-c). Two consecutive running averages of four MDV test results from testing of HMAC shall be within the limits of 00745.16(b-1-a). Perform MDV testing on projects with Level 2, Level 3, or Level 4 dense graded HMAC. Perform MDV tests on every sublot and as required at start up according to 00745.16(b-1-c) and the MFTP. Perform gradation and asphalt content testing with each MDV test. Calculate the following values for each MDV test. • Air Voids • Voids in Mineral Aggregate (VMA) • Voids Filled with Asphalt (VFA) • P No. 200/Effective AC (Pbe) Ratio The running averages of four MDV results shall be within the limits given below: Average of Limit Air Voids 4 samples JMF Target± 1.0% VMA 4 samples 11.5 - 17.0 (1" Mix) 12.5 - 17.0 (3/4" Mix) 13.5 - 17.0 (1/2" Mix) 14.5 - 17.0 (3/8" Mix) VFA 4 samples 65 - 75 (3/4" and 1/2" Mix in Level 2,3 and 4) 65 -78 (3/8" Mix in Level 2, 3 and 4) 70 -80 (1/2" and 3/8"Mix in Level 1) Passing No.200/Pbe 4 samples 0.8 - 1.6 The CDT shall provide the results from the initial control strip to the CAT II for evaluation and comparison with the MDV results. If the MDV and density test results are contradictory, initiate an investigation. The CAT II shall recommend a plan to the Engineer for resolving the discrepancy based on the results of the investigation. Take corrective action when required by the MDV start-up process of 00745.16(b-1-c). After the requirements of 00745.16(b-1-c) have been met, take corrective action if the MDV test results show that two consecutive running average of four samples are outside the above limits for air voids, VMA, VFA, or P No. 200/Pbe ratio. Document the corrective action and notify the Engineer. If test results continue to be outside the tolerance, stop production and make adjustments. Restart production only after the Engineer has approved the proposed adjustments. If the MDV test results are outside tolerance, but the mixture meets the current requirements for gradation and asphalt content, an adjustment to the JMF targets is required. Do not start a new lot as a result of the adjustment. A request for an adjustment to the JMF targets may be made to the Engineer by the Contractor's CAT- II. The requested change will be reviewed and documented by the Engineer. If acceptable, a revised JMF will be allowed. Clearly document the sublot test for which the adjusted targets are in effect. Page 59 Adjustments for gradation shall not exceed the tolerances specified for the original JMF limits. Adjustments for AC content shall be within 0.5% of the original JMF. The JMF asphalt content may only be reduced if the production VMA meets or exceeds the above requirements. Adjustments for RAP combination shall be within 5% of the original JMF blend percentage, but shall not exceed the requirements of 00745.03 or 00745.04. Adjusting proportions of the RAP will not be allowed during production of the mixture. Regardless of these tolerances, the adjusted JMF shall be within the mixture specification control points of 00745.12. If a redesign of the mixture becomes necessary, submit a new JMF according to the requirements of these specifications. Perform a Tensile Strength Ratio (TSR) test (AASHTO T 283) on a sample obtained during the first two days of production after QC test results verify that HIVIAC constituents with a weighting factor greater than one according to 00745.95 are in tolerance. Provide test results to the Engineer within four working days of obtaining the sample. Stop production and make adjustments if the TSR is less than 70. Restart production only after the Engineer has approved the proposed adjustments. b. Laboratory Compactor Selection-Use a Gyratory compactor for MDV when a Gyratory compactor is used to develop the JMF. For all other cases, use a Gyratory compactor or Marshall compactor,as selected by the Contractor. c. MDV Requirements at Start-Up - Perform MDV testing at the start-up of the JMF production according to the following process: 1. Obtain a sample during the first 100 tons of production and immediately perform MDV testing. 2. If air voids and VMA are within tolerance, then continue remaining MDV testing at the established random QC sublot interval. If not, then go to step "3". 3. If air voids and/or VMA are out of tolerance according to 00745.16(b-1-a), then make adjustments and immediately obtain another sample and perform MDV testing. Go to step 114,E 4. If air voids and VMA from the MDV testing in step "3" are within tolerance, then continue remaining MDV testing at the established random QC sublot interval. If not,go to step 115". 5. If air voids from step "3" are more than f 1.5% from the target, then stop production immediately and make adjustments. If they are not, then go to step "6". Obtain approval of the Engineer before restarting production. Begin MDV testing again at step "1". 6. If air voids from step "3" are out of tolerance and 1.5% or less from the target, or the VMA from step "3" is out of tolerance, then make adjustments and immediately obtain another sample and perform MDV testing. Go to step "4". The initial MDV sample shall be used as the first random QC sublot test. Subsequent MDV samples required due to failure of start-up criteria will be used for a sublot QC test if the sample is taken within 100 tons of the scheduled random QC sample location. If not, the MDV testing shall be performed separate from, and not included in, the random QC testing program. Any required MDV testing will be completed at the Contractor's expense. Add the following subsection: Page 60 00745.16(b-4) MDV for WMAC -Perform MDV testing on WMAC according to 00745.16(b-1-a). Continued production and placement of WMAC will be allowed at the discretion of the Engineer. 00745.21 HMAC Mixing Plant-Add the following to the end of this subsection: (g) WMAC Mixing Production - Modify the asphalt mixing plant as required by the manufacturer to introduce the WMAC technology. Plant modifications may include additional plant instrumentation, the installation of asphalt binder foaming systems and WMAC additive delivery systems, tuning the plant burner, and adjusting the flights in order to operate at lower production temperatures and reduced tonnage. Document the integration of plant controls and interlocks. 00745.24(a) Steel-Wheeled Rollers - Replace this subsection with the following subsection: (a) Steel-Wheeled Rollers - Provide steel-wheeled rollers with a minimum gross static weight as follows: Level 1 and Level 2 Level 3 Level 4 Breakdown and Intermediate 8 ton 10 ton 12 ton Finish 6 ton 8 ton 10 ton 00745.43(b) Heating Temperatures -Replace the table with the following: HMAC Temperature, OF Grading Maximum Minimum Behind at mixer Paver Dense 350 240 Open 350 205 WMAC Temperature,°F Grading Minimum Behind Paver Dense 215 00745.46 Control of Line and Grade - - Comply with the current Special Provision; except thickness shall be within 1/4 inch. Check mat thickness to assure compliance with overlay thickness. Monitor grade along curb to assure positive drainage. Correct any ponding in the new overlay to the Engineer's satisfaction. 00745.49(a-1) Temperature -Add the following after the sentence that begins "Complete breakdown...": For WMAC, complete breakdown and intermediate compaction before the WMAC temperature drops below 160 OF. 00745.49(b-1) General - Comply with the current specification. Page 61 00745.49(b-3) Moving Average Maximum Density (MAMD) Method - Replace the MAMD list with the following list: Course of Construction HMAC First HMAC lift less than 3 inches placed on aggregate base 91.0 All other 92.0 00745.49(b-4) Control Strip Method-Delete this subsection. 00745.49(b-5)Test Results -Renumber this subsection to b-4. Add the following subsection: 00745.71 Edge Sealing Seal all feathered edge joints (such as across streets,driveways,and other paved areas)with hot crackseal 6"wide with rubberized asphalt material using the methods,materials,and procedures specified in section 00746. Seal along all edges where new pavement abuts existing pavement or curb using the methods,materials,and procedures specified in section 00746. 00745.80 Measurement-The quantities of HMAC will be measured on the weight basis (including asphalt). 00745.90 Payment-Add the following paragraph to the end of this subsection: No separate or additional payment will be made for asphalt cement used in the mixture. 00745.93 Other Items:Add the following items: • Tack coat • Sand sealing 00745.95 HMAC Price Adjustments—Delete this section. SECTION 00748—ASPHALT CONCRETE PAVEMENT REPAIR Comply with Section 00748 of the Standard Specifications modified as follows: 00748.20 Equipment—Add the following: Milling machines may be used for excavating repairs up to 6 inches in depth. SECTION 00850- COMMON PROVISIONS FOR PAVEMENT MARKINGS Comply with Section 00850 of the Standard Specifications modified as follows: 00850.20(b) Equipment for Longitudinal Lines - Replace the paragraph that begins "Use equipment capable of.."with the following paragraph and bullets: Provide equipment that can: Page 62 • Place two parallel lines simultaneously with 4 inch minimum to 12 inch maximum spacing between the two lines. • Place the entire width of a line in one pass. 00850.43 Prepare and Prime Pavement-Add the following: Install pavement markings within ten calendar days of paving operations. 00850.46 Placement Tolerance -Replace the bullet that begins "Thickness of lines...with the following bullet: • Thickness of flat, surface applied lines: + 1/3 of the specified thickness, - 1/10 of the specified thickness 00850.47(e) Retrorefleetivity—Replace the sentence thatbegins "Use a retroreflectometer..."with the following sentence: Use a 30 meter geometry retroreflectometer to measure the retroreflectivity within 48 hours of curing. 00850.70 Disposal of Waste-Replace this subsection with the following subsection: 00850.70 Disposal of Materials - Dispose of all materials according to 00290.20. SECTION 00851-PAVEMENT MARKING REMOVAL Comply with Section 00851 of the Standard Specifications modified as follows: 00851.80 Measurement—Replace this section to read—No measurement for pavement marking removal will be made. Pavement marking removal is considered incidental to other items. SECTION 00855 - PAVEMENT MARKERS Comply with Section 00855 of the Standard Specifications modified as follows: 00855.40(a) General-Add the following: Replace fire hydrant reflectors with one reflective Type I bi-directional blue marker, installed 1 foot from the centerline of pavement toward the fire hydrant. 00855.40(c) Installation - In the paragraph that begins "Do not install...",replace the sentence that begins "Adjust spacing between..."with the following two sentences: To avoid longitudinal cracks and joints,adjust pavement markers up to one half the width of the marker. To avoid transverse cracks and joints,adjust pavement markers ahead or back on line± 5 inches. 00855.90 Payment-Add the following: Pavement Marker (Blue Fire Hydrant Locate) Page 63 SECTION 00865 -LONGITUDINAL PAVEMENT MARKINGS - DURABLE Comply with Section 00865 of the Standard Specifications modified as follows: 00865.40 General—Add the following: The skid resistance of the pavement marking shall equal or exceed the skid resistance of the adjacent pavement in both wet and dry conditions. 00865.45 Installation-Add the following bullet to the end of the subsection: • Method BF: Non-Profiled Extruded or Sprayed Markings - Install Method B or Method F as the Contractor elects. 00865.80 Measurement- Replace this section with the following: The quantity of longitudinal pavement markings will be measured on a linear foot basis. This shall be one measurement of the total length of the pattern, not each individual stripe. Payment will be payment in full for fim-fishing and placing all materials,and for fimiishing all equipment,labor, and incidentals necessary to complete the work as specified. SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS Comply with Section 00867 of the Standard Specifications modified as follows: 00867.45 Installation - Replace the paragraph starting with "Apply one or more..." with the following: Apply Type B-HS: Preformed Fused Thermoplastic Film High Skid on this project. Install preformed fused thermoplastic film high skid, that has intermixed reflective elements with factory installed crushed glass or aggregate on the surface for all staggered continental crosswalks, bike lane stencils, bike path railroad crossings, and other transverse pavement markings as shown. 00867.90 Payment-Replace this subsection, except for the subsection number and title,with the following: The accepted quantities of work performed under this Section will be paid for at the Contract unit price,per unit of measurement,as listed in the Bid Schedule. Payment will be payment in full for fiunishing and placing all materials,and for furnishing all equipment,labor,and incidentals necessary to complete the work as specified. SECTION 00990-TRAFFIC SIGNALS Comply with Section 00990 of the Standard Specifications modified as follows: 00990.00 Scope -Replace this subsection with the following. In addition to the requirements of Section 00960 and Section 02920,install loop detectors according to the current Special Provision and as follows: Page 64 00990.43(b-5) Resistance Testing-Add the following paragraph to the end of this subsection: Furnish a report identifying the resistance for each loop: • Before splicing and sealing • Before splicing after sealing •After splicing and sealing SECTION 02920 - COMMON ELECTRICAL MATERIALS Comply with Section 02920 of the Standard Specifications modified as follows: 02920.22 Cable -Add the following sentence to the end of the "Loop Feeder Cable" bullet: When shown, construct loop feeder circuits of two-conductor No. 18 AWG twisted pair shielded cable with drain wire conforming to IMSA 50-2. 02920.23 Wire -Add the following bullet to the end of the bullet list: •TFFN Wire - Insulated stranded copper wire rated for 194°F operation in dry locations and be UL listed as TFFN. Page 65 ATTACHMENT M STANDARD DETAILS FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay CITY OF TIGARD,OREGON The following detail drawings apply to this project and are hereby made a part of the contract documents. 1. All drawings incorporated into or referenced by the FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay Dated April 20,2012 Page 66 ATTACHMENT N OREGON PREVAILING WAGE RATES FY 2012-13 PAVEMENT MANAGEMENT PROGRAM Asphaltic Concrete Overlay CITY OF TIGARD,OREGON May be downloaded from http://www.boh.state.or.us/BOLI/W-HD/PW'R/Vwr book.shtml. Page 67