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Lee Contractors LLC ~ CP22003 CITY OF TIGARD-CONTRACT SUMMARY&ROUTING FORM Contract Overview Contract/Amendment Number: CP22003a1 Contract Start Date: October 18, 2021 Contract End Date: February 28, 2022 Contract Title: Frewing Sidewalk Infill CDBG Contractor Name: Lee Contractors,LLC Contract Manager: Jeff Peck Department: Public Works - Engineering Contract Costs Original Contract Amount: $582,000.00 Total All Previous Amendments: $12,717.00 Total of this Amendment: Total Contract Amount: $594,717.00 Procurement Authority Contract Type: Public Improvement Procurement Type: PCR 10.075 Contract Amendments Solicitation Number: 2022-05 LCRB Date: 9/28/2021 Account String: Fund-Division-Account Work Order—Activity Type Amount FY 2022 460-8000-56005 95064-140 $12,717.00 FY FY FY FY Contracts & Purchasing Approval Purchasing Signature: Mato-- Zl.(.Z Sf",' e Comments: Add funds DocuSign Routing Route for Signature Name Email Address Contractor Darren Lee darren e,leecontractorswa.com City of Tigard Steve Rymer stever(cr�,tigard-or.gov Final Distribution Contractor Darren Lee darrengleecontractorswa.com (360-904-6965) Randy Lee Randygleecontractorswa.com (360-852-2317) e stimatinggleecontractorswa.com Project Manager Jeff Peck jeffgtigard-or.gov Shauna Large shauna ti and-or. ov Buyer Machelle Stephens machelles ti and-or. ov DocuSign Envelope ID:984AOC35-1FAC-4B16-B1DO-34CBAOB476C8 CITY OF TIGARD,OREGON AMENDMENT TO CONTRACT NUMBER CP22003 FOR FREWING SIDEWALK INFILL AMENDMENT #1 The Agreement between the City of Tigard,a municipal corporation of the State of Oregon,hereinafter called City, and Lee Contractors,LLC,hereinafter referred to as Contractor,is hereby amended as follows: 1. Effective Date and Duration Section 3 of the Contract is amended to provide that the expiration date is February 28, 2022. 2. Compensation Section 4 of the contract is amended to add funds for a Vegetated Corridor, see Attachment A. Section 4 is further amended to increase the total potential compensation payable under the contract by $12,717.00, for a new total of$594,717.00. Total payments to Contractor for services under this contract, including but not limited to services added by this amendment number 1, shall not exceed that new total without further amendment of the contract. IN WITNESS WHEREOF, City has caused this Amendment to be executed by its duly authorized undersigned officer and Contractor has executed this Amendment upon signature and date listed below. CITY OF TIGARD LEE CONTRACTORS,LLC �oewsynee by! l U oacosgnee eY- ,� seWSt r.. Signaturei� Steve Rymer Darren Lee Printed Name Printed Name 2/10/2022 2/9/2022 Date Date Rev.8/21 Page 1 of 2 DocuSign Envelope ID:984AOC35-1FAC-4B16-B1DO-34CBAOB476C8 ATTACHMENT A LABOR HOURS RETE LABOR CLASS REGULAR OVERTIME REGULAR OVERTIME SUBTOTAL EQUIPMENT OPERATOR 10 $ 49.65 $ 74.48 $ 496.50 LABORER 10 $ 44.53 $ 66.80 $ 445.30 TRUCKER $ 40.48 $ 60.72 $ - PIPE LAYER $ - $ - CONCRETE $ 53.79 $ 80.69 $ - FLAGGER 80 $ 40.09 $ 60.14 $ 3,207.20 $ 4,149.00 EQUIPMENT HOURS RATE EQUIPMENT DESCRIPTION REGULAR STANDBY REGULAR SUBTOTAL MINI EXCAVATOR $ 45.00 $ - 100 CLASS EXCAVATOI 10 $ 60.00 $ 600.00 200 CLASS EXCAVATOI $ 65.00 $ - 300 CLASS EXCAVATOI $ 70.00 $ - DOZER $ 65.00 $ - GRADER $ 70.00 $ - LOADER $ 55.00 $ - ROLLER $ 60.00 $ - DUMP TRUCK 10 $ 100.00 $ 1,000.00 WATER TRUCK $ 60.00 $ - TOOL TRUCK 10 $ 30.00 $ 300.001 SERVICE TRUCK $ 60.00 $ - I I $ 1,900.00 MATERIALS AND RENTAL MATERIAL DESCRIPTION QUANTITY UOM UNIT COST SUBTOTAL Dump Fees 20 CY $ 6.00 $ 120.00 Subgrade Fill 2 CY $ 23.00 $ 46.00 $ $ 166.00 SUBCONTRACTORS SUBCONTRACTOR DESCRIPTION QUANTITY UOM UNIT COST SUBTOTAL ELECTRICAL $ HMA PAVING $ - LANDSCAPING I 1 LS $ 4,850.00 $ 4,850.00 FENCING $ STRIPING $ - $ 4,850.00 LABOR MARKUP 22.00% $ 912.78 LABOR TOTAL $ 5,061.78 EQUIPMENT MARKUP 17.00% $ 323.00 EQUIPMENT TOTAL $ 2,223.00 MATERIAL MARKUP 17.00% $ 28.22 MATERIAL TOTAL $ 194.22 SUBCONTRACTOR MARKUP 8.00% $ 388.00 SUBCONTRACTOR TOTAL $ 5,238.00 GRAND TOTAL $ 12,717.00 Rev. 8/21 Page 2 of 2 CITY OF TIGARD-CONTRACT SUMMARY&ROUTING FORM Contract Overview Contract/Amendment Number: CP22003a2 Contract Start Date: October 18, 2021 Contract End Date: February 28, 2022 Contract Title: Frewing Sidewalk Infill CDBG Contractor Name: Lee Contractors,LLC Contract Manager: Jeff Peck Department: Public Works - Engineering Contract Costs Original Contract Amount: $582,000.00 Total All Previous Amendments: $12,717.00 Total of this Amendment: $10,569.47 Total Contract Amount: $605,286.47 Procurement Authority Contract Type: Public Improvement Procurement Type: PCR 10.075 Contract Amendments Solicitation Number: 2022-05 LCRB Date: 9/28/2021 Account String: Fund-Division-Account Work Order—Activit):1=e Amount FY 2022 460-8000-56005 95064-140 $10,569.47 FY FY FY FY Contracts & Purchasing Approval Purchasing Signature: Comments: Addition of funds covers the cost of quality over-runs DocuSign Routing Route for Signature Name Email Address Contractor Darren Lee darren e leecontractorswa com City of Tigard Steve Rymer stevergtigard-or.gov Final Distribution Contractor Darren Lee darrengleecontractorswa.com (360-904-6965) Randy Lee Randygleecontractorswa.com (360-852-2317) estimatinggleecontractorswa.com Project Manager Jeff Peck jeffp9tigard-oror.gov Shauna Large shauna ti and-or. ov Buyer Toni Riccardi tonir ti and-or. ov DocuSign Envelope ID:432D692C-4963-4274-AE76-3lE7E477E3E6 CITY OF TIGARD,OREGON AMENDMENT TO CONTRACT NUMBER CP22003 FOR FREWING SIDEWALK INFILL AMENDMENT #2 The Agreement between the City of Tigard,a municipal corporation of the State of Oregon,hereinafter called City, and Lee Contractors,LLC, hereinafter referred to as Contractor,is hereby amended as follows: 1. Compensation Attachment B is further amended to increase the total compensation payable under the contract by $10,569.47, for a new total of$59 4,74 7.00 $605,286.47. This addition covers the cost of quality over- runs as defined. Total payments to Contractor for services under this contract, including but not limited to services added by this amendment number 2,shall not exceed that new total without further amendment of the contract. IN WITNESS WHEREOF, City has caused this Amendment to be executed by its duly authorized undersigned officer and Contractor has executed this Amendment upon signature and date listed below. CITY OF TIGARD LEE CONTRACTORS,LLC �oe Sipn nye� Eumusi "pEy 5F55 B... fit... 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CLQ (n 4- LL -a -Z,- 0 — J a) O d t' Ln p m U- w0 V (o r- O u O � Q a (a m c � LL � � c OV u � c 04 v> M � ^ o a +� Ica a� CL Su ac E � � a (au � � Lu v Lfu o r*i V L � c .c � c c c a u O= U) CD c v� F To- O � 0 i Ln a) i O ra (a a) .P a) RIP, 2 (a (a ] �O a) .� (a ._ Q) a) 01 ,_h n cc x C7 00 O W J a a (n a N Ln ¢ -J CO co a (n ¢ C--),4 V Cs c LLI L C EL.2) O LL z U 3 C 0 f- O -;r Ln to f, oo o, O +-I N M Ln tD I, oo o O M Z m cnm MMMT d' d- 1- 14- 1' 1- d- V +-IN CITY OF TIGARD-CONTRACT SUMMARY&ROUTING FORM Contract Overview Contract/Amendment Number: CP22003a1 Contract Start Date: October 18, 2021 Contract End Date: February 28, 2022 Contract Title: Frewing Sidewalk Infill CDBG Contractor Name: Lee Contractors,LLC Contract Manager: Jeff Peck Department: Public Works - Engineering Contract Costs Original Contract Amount: $582,000.00 Total All Previous Amendments: $12,717.00 Total of this Amendment: Total Contract Amount: $594,717.00 Procurement Authority Contract Type: Public Improvement Procurement Type: PCR 10.075 Contract Amendments Solicitation Number: 2022-05 LCRB Date: 9/28/2021 Account String: Fund-Division-Account Work Order—Activity Type Amount FY 2022 460-8000-56005 95064-140 $12,717.00 FY FY FY FY Contracts & Purchasing Approval Purchasing Signature: Mato-- Zl.(.Z Sf",' e Comments: Add funds DocuSign Routing Route for Signature Name Email Address Contractor Darren Lee darren e,leecontractorswa.com City of Tigard Steve Rymer stever(cr�,tigard-or.gov Final Distribution Contractor Darren Lee darrengleecontractorswa.com (360-904-6965) Randy Lee Randygleecontractorswa.com (360-852-2317) e stimatinggleecontractorswa.com Project Manager Jeff Peck jeffgtigard-or.gov Shauna Large shauna ti and-or. ov Buyer Machelle Stephens machelles ti and-or. ov DocuSign Envelope ID:984AOC35-1FAC-4B16-B1DO-34CBAOB476C8 CITY OF TIGARD,OREGON AMENDMENT TO CONTRACT NUMBER CP22003 FOR FREWING SIDEWALK INFILL AMENDMENT #1 The Agreement between the City of Tigard,a municipal corporation of the State of Oregon,hereinafter called City, and Lee Contractors,LLC,hereinafter referred to as Contractor,is hereby amended as follows: 1. Effective Date and Duration Section 3 of the Contract is amended to provide that the expiration date is February 28, 2022. 2. Compensation Section 4 of the contract is amended to add funds for a Vegetated Corridor, see Attachment A. Section 4 is further amended to increase the total potential compensation payable under the contract by $12,717.00, for a new total of$594,717.00. Total payments to Contractor for services under this contract, including but not limited to services added by this amendment number 1, shall not exceed that new total without further amendment of the contract. IN WITNESS WHEREOF, City has caused this Amendment to be executed by its duly authorized undersigned officer and Contractor has executed this Amendment upon signature and date listed below. CITY OF TIGARD LEE CONTRACTORS,LLC �oewsynee by! l U oacosgnee eY- ,� seWSt r.. Signaturei� Steve Rymer Darren Lee Printed Name Printed Name 2/10/2022 2/9/2022 Date Date Rev.8/21 Page 1 of 2 DocuSign Envelope ID:984AOC35-1FAC-4B16-B1DO-34CBAOB476C8 ATTACHMENT A LABOR HOURS RETE LABOR CLASS REGULAR OVERTIME REGULAR OVERTIME SUBTOTAL EQUIPMENT OPERATOR 10 $ 49.65 $ 74.48 $ 496.50 LABORER 10 $ 44.53 $ 66.80 $ 445.30 TRUCKER $ 40.48 $ 60.72 $ - PIPE LAYER $ - $ - CONCRETE $ 53.79 $ 80.69 $ - FLAGGER 80 $ 40.09 $ 60.14 $ 3,207.20 $ 4,149.00 EQUIPMENT HOURS RATE EQUIPMENT DESCRIPTION REGULAR STANDBY REGULAR SUBTOTAL MINI EXCAVATOR $ 45.00 $ - 100 CLASS EXCAVATOI 10 $ 60.00 $ 600.00 200 CLASS EXCAVATOI $ 65.00 $ - 300 CLASS EXCAVATOI $ 70.00 $ - DOZER $ 65.00 $ - GRADER $ 70.00 $ - LOADER $ 55.00 $ - ROLLER $ 60.00 $ - DUMP TRUCK 10 $ 100.00 $ 1,000.00 WATER TRUCK $ 60.00 $ - TOOL TRUCK 10 $ 30.00 $ 300.001 SERVICE TRUCK $ 60.00 $ - I I $ 1,900.00 MATERIALS AND RENTAL MATERIAL DESCRIPTION QUANTITY UOM UNIT COST SUBTOTAL Dump Fees 20 CY $ 6.00 $ 120.00 Subgrade Fill 2 CY $ 23.00 $ 46.00 $ $ 166.00 SUBCONTRACTORS SUBCONTRACTOR DESCRIPTION QUANTITY UOM UNIT COST SUBTOTAL ELECTRICAL $ HMA PAVING $ - LANDSCAPING I 1 LS $ 4,850.00 $ 4,850.00 FENCING $ STRIPING $ - $ 4,850.00 LABOR MARKUP 22.00% $ 912.78 LABOR TOTAL $ 5,061.78 EQUIPMENT MARKUP 17.00% $ 323.00 EQUIPMENT TOTAL $ 2,223.00 MATERIAL MARKUP 17.00% $ 28.22 MATERIAL TOTAL $ 194.22 SUBCONTRACTOR MARKUP 8.00% $ 388.00 SUBCONTRACTOR TOTAL $ 5,238.00 GRAND TOTAL $ 12,717.00 Rev. 8/21 Page 2 of 2 CITY OF TIGARD-CONTRACT SUMMARY&ROUTING FORM Contract Overview Contract/Amendment Number: CP22003 Contract Start Date: October 18, 2021 Contract End Date: January 18,2022 Contract Title: Frewing Sidewalk Infill CDBG Contractor Name: Lee Contractors,LLC Contract Manager: Jeff Peck Department: Public Works - Engineering Contract Costs Original Contract Amount: $582,000.00 Total All Previous Amendments: Total of this Amendment: Total Contract Amount: $582,000.00 Procurement Authority Contract Type: Public Improvement Procurement Type: Formal Public Improvement ITB >$100K Solicitation Number: 2022-05 LCRB Date: 9/28/2021 Account String: Fund-Division-Account Work Order—Activit):1=e Amount FY 2022 460-8000-56005 95064-140 $582,000.00 FY FY FY FY Contracts & Purchasing Approval Purchasing Signature: Ma.t_��Sf6p4-,� Comments: New Contract DocuSign Routing Route for Signature Name Email Address Contractor Darren Lee darren e leecontractorswa com City of Tigard Steve Rymer stevergtigard-or.gov Final Distribution Contractor Darren Lee darrengleecontractorswa.com (360-904-6965) Randy Lee Randygleecontractorswa.com (360-852-2317) estimatinggleecontractorswa.com Project Manager Jeff Peck jeffp9tigard-oror.gov Shauna Large shauna ti and-or. ov Buyer Machelle Stephens machelles ti and-or. ov DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Contract Number: CP22003 City of Tigard 13125 SW Hall Blvd Tigard, Oregon 97223 Phone: (503) 639-4171 Fax: (503) 684-7297 CONTRACT DOCUMENTS for the construction of Frewing Street Sidewalk Infill - CDBG Project No.: CIP 2021 — 95046 ITB No. : 2022-05 Bid Due & Bids Open: August 31, 2021 2:00 PM PST Single Point of Contact: Machelle Stephens Sr.Procurement Specialist Email: MachelleS@tigard-or.gov DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D ADVERTISEMENT FOR BIDS CITY OF TIGARD FREWING STREET SIDEWALK INFILL-CDBG The City of Tigard will receive sealed Bids from qualified firms submitted electronically to the Contracts and Purchasing Department at contractspurchasing@,tiMd-or.gov until 2:00 pm local time,August 31,2021 for the Frewing Street Sidewalk Infill-CDBG project. Bids will be opened and publicly read aloud immediately after the Bid Closing time and date via conference call at(971) 203-2862. Conference ID 167 766 763#. The project generally consists of the following- 1. ollowing1. Traffic control and erosion control. 2. General excavation. 3. Construction of asphaltic pavements. 4. Construction of concrete curbs,ramps,and sidewalks. 5. Installation of stormwater pipe and structures. 6. Signage,striping,and pavement marking. 7. Performance of additional and incidental work as called for by the specifications and plans. Basis of Bid Award shall incorporate all items identified on the Bid Schedule. 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 (10%) of their Bid. Because the City's estimate of contract value exceeds$100,000,Bidders must submit a First Tier Subcontractor Disclosure Form,provided in this Bid Booklet, to the City no later than 4:00 pm local time,August 31,2021. 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 Advertisement for 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 Prevailing Wage Rate(PWR) law. No Bid will be considered unless fully completed in a manner provided in the Bid Packet. Facsimile Bids will not be accepted nor will Bids be accepted after the stated Bid Closing. Bids received after the Bid Closing will be returned to the submitting firm unopened after a Contract has been awarded for the required services. Bid Documents may be downloaded from the City of Tigard website at www.tigard-or.gov/bids. 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. All questions about the meaning or intent of the Bid Documents shall be submitted to the Contracts and Purchasing Department at contractspurchasing@tigard-or.gov with any questions. Clarifications to the Bid Documents will be made by addenda only. Oral statements may not be relied upon by Bidders and will not be binding or legally effective. Published: Daily Journal of Commerce Date: August 9,2021 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D TABLE OF CONTENTS ADVERTISEMENTFOR BIDS...........................................................................................................................................................2 TABLEOF CONTENTS.......................................................................................................................................................................3 ATTACHMENT A—BIDDER'S CHECKLIST...................................................................................................................................4 ATTACHMENTB—BID....................................................................................................................................................................5 ATTACHMENT C—ACKNOWLEDGMENT OF ADDENDA.....................................................................................................18 ATTACHMENT D—BID CERTIFICATION.................................................................................................................................19 ATTACHMENT E—FIRST TIER SUBCONTRACTOR DISCLOSURE FORM............................................................................20 ATTACHMENTF—BID BOND.....................................................................................................................................................21 ATTACHMENT G—PUBLIC IMPROVEMENT CONTRACT......................................................................................................22 ATTACHMENT H—PERFORMANCE BOND..............................................................................................................................29 ATTACHMENTI—PAYMENT BOND..........................................................................................................................................31 ATTACHIMENT J—OREGON PREVAILING WAGE RATES.....................................................................................................33 ATTACHMENT K—GENERAL CONDITIONS...........................................................................................................................34 ATTACHMENTL-SPECIAL PROVISIONS....................................................................................................................................... ATTACHMENT M-ADDITIONAL FEDERAL AND CDBG REQUIREMENTS.......................................................................... DRAWINGS FREWING STREET SIDEWALK INFILL PROJECT SHEETS CO.1 THROUGH C8.8 DATED: TULY 6,2021 3 1 P a g e DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D ATTACHMENT A—BIDDER'S CHECKLIST CITY OF TIGARD FREWING STREET SIDEWALK INFILL-CDBG FORMS TO EXECUTE FOR SUBMISSION OF BID The Bidder's attention is especially called to the following forms which must be executed in full before Bid is submitted: ATTACHMENT B-BID ATTACHMENT C—ACKNOWLEDGMENT OF ADDENDA ATTACHMENT D—BID CERTIFICATION ATTACHMENT E — FIRST TIER SUBCONTRACTOR DISCLOSURE FORM: within 2 hours of Bid Closing. ATTACHMENT F—BID BOND FORMS TO EXECUTE AFTER AWARD OF BID ATTACHMENT G—PUBLIC IMPROVEMENT CONTRACT—PWR COVERED CONTRACT • Certificate of Insurance including, additional insured provisions in accordance with the Public Improvement Contract. • City of Tigard Business License or Metro License ATTACHMENT H—PUBLIC IMPROVEMENT CONTRACT—PERFORMANCE BOND ATTACHMENT I—PUBLIC IMPROVEMENT CONTRACT—PAYMENT BOND Certificate of Insurance including Additional Insured Provision in accordance with the Public Improvement Contract. OTHER FORMS ATTACHMENT J—OREGON PREVAILING WAGE RATES ATTACHMENT K—GENERAL CONDITIONS ATTACHMENT L—SPECIAL PROVISIONS ATTACHMENT M—ADDITIONAL FEDERAL AND CDBG REQUIREMENTS 4 1 P a g e DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D ATTACHMENT B—BID i CtTy oiFTFGARD FREWrNG STREET SIDEtwAix INTIL}1CDBG This Bid must be signed in ink by an authorizcd representative of the Bidder; any alterations or erasures to the Bid must he initialed in ink by the undersigned authorized represcntative. Project: Frewing Street Sidewalk Infill-MBG Bid Due Date: August 31,2021 \ame of Submitting Firm: &15 V-5 The-Undersigned (rherk one of the following and pro ide additional infwniYd ion): An indixidual doing business under an assumed name registered under the laws of the State of ;or •partnership registered under the laws of the Stare of _ :or •corporation organized under the laws of the:Stare of_ —;or t---'-A- limited liability corporation organized under the laws of the State of_ w SLI . hereby proposes to furnish all material and labor and perform all work hereinafter indicated for the above project in strict accordance frith the Contract Documents for the Basic Bid as follows: 55andR v kw,d�-e Q.i�k�,, -tv o t,ovs4.+1d ck.i aLvs and 100 Dollars (S-5— 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 Nvork, 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 Nvork 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 Bid. 5 Pace DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D BID SCHEDULE FREWING STREET SIDEWALK INFILL-CDBG ITEM DESCRIPTION SPECIFICATON UNIT QTY. PRICE TOTAL 1 MOBILIZATION 0210 LS 1 O oat °p 30,000-00 TEMPORARY WORK 2 ZONE TRAFFIC CONTROL COMPLETE 0221 L5 1 3o cuD-0a 30 0a, 3 STRIPE REMOVAL 0225 FOOT 210 rJ ,�� U30.0 4 EROSION CONTROL 0280 LS 1 Zb,QpO.D ZQ Di7p•�C7 POLLUTION CONTROL 5 PLAN 02913 L5 1 �,v �.1]a 5 dp .Qp CONSTRUCTION 5 SURVEY WORK 0305 L5 1 }0,0D0.00 l i7 000 O10 REMOVAL OF 7 STRUCTURES AND 0310 LS 1 OBSTRUCTIONS ASPHALT- PAVEMENT 8 SAW CUTTING 031Q FOOT 1,720 �� 2,=7$a•C]p CLEARING AND 9 GRUBMNG 0320 LS 1 -zp,goo-00 2O,00c-0 10 GENERAL EXCAVATION 0330 CUYD 210 MAINLINE VIDEO 11 INSPECTION 0415 FOOT 741 Z'0 ),L111-07 6 INCH STORM SEWER 12 PIPE, 5 FT DEPTH 0445 FOOT 8 �J DD o o -2, ,Ll❑0.0'0 10 INCH STORM SEWER 13 PIPE,5 FT DEPTH 0445 FOOT 44 -Z 0C) o 14 12 INCH STORM SEWER 4445 FOOT .p 0 PIPE,5 FT DEPTH 697 15 TRENCH DRAIN 0446 FOOT 28 s50-00 ,aoo-oo 16 CONCRETE STORM 0470 EACH � 541 0 0 1 s❑o•p SEWER MANHOLES 5 ' ` , CONCRETE INLETS, 17 TYPE CG-30 0470 EACH 1 �,ODc�.04 ,D�IJ C7 p WATER QUALITY STRUCTURE, CATCH ?8 BASIN,SINGLE 0470 EACH 3 lt]JDD4,� ��1,c?OD•Ot7 CARTRIDGE 19 ADJUSTING BOXES O490 EACH 4 5�7D �� ZFDOQ_OO 20 CONNECTION TO EXISTING STRUCTURES 0490EACH 2 '�l�� Qd S'LfDD o❑ MINOR ADJUSTMENT OF 21 MANHOLES 0490 EACH 1 SD 0•c� �[7 Op 22 TRENCH RESURFACING 0495 SOYD 250 L'l 5-a n f •oq 23 AGGREGATE BASE 0641 TON 220 5'DD t 19 5Do 0 24 LEVEL 2, 112 INCH ACP 0744 TON t� MIXTURE 100 Y 150'a 0 1 SIODD'Ob 6 P DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D ITEM DESCRIPTION SPECIFICATION UNIT QTY, PRICE TOTAL 15 INCH ASPHALT 25 CONCRETE PAVEMENT 0748 SQYD 910 y 5.01 o 4,0160-co REPAIR 17 INCH ASPHALT 26 CONCRETE PAVEMENT 0748 SQYD REPAIR 60 �J`� oD EXTRA FOR ASPHALT 27 APPROACHES 0749 EACH 5 1,000-00 28 CONCRETE CURBS, 0759 FOOT STANDARD CURB 9,180 30-00 $35, L400 CONCRETE CURBS. 29 MOUNTABLE CURB 0759 FOOT 60 ;j-0.0,3 30 CONCRETE DRIVEWAYS 0759 SQFT t' I i90p 3,430 7.•DO �'E' 31 CONCRETE WALKS 0759 SQFTq 1DO 3,690 t�•�D ��, CONCRETE WALKS 1 011 32 WITH WALL,TYPE 1 4759 SQFT 170 $ .p �, ? �•aIO 33 CONCRETE WALKS 0759 SQFTI WITH WALL,TYPE 2 220 13-0.0❑ 1000-co EXTRA FOR NEW CURB 34 RAMPS 0759 EACH 3 j ,91 0.4❑ 4,5-00 35 TRUNCATED DOMES ON 0759 SQFT NEW SURFACES 24 j0o DD LONGITUDINAL 36 PAVEMENT MARKINGS- 0860 FOOT350 �j•p b ) ,or7o-00 PAI NT 37 PAVEMENT BAR, TYPE B 0867 SQFT 11 l90•on (P Cea•c7D REMOVE AND 38 REINSTALL EXISTING 0905 LS 1 0 D j 0(o -76 SIGNS SIGN SUPPORT 39 FOOTINGS 0920 L5 1 ��jt7.c7 p ]SQ•0 D PERFORATED STEEL 40 SQUARE TUBE ANCHOR 0930 LS 1 `�$3,©O 7 N3-a ' SIGN SUPPORTS SIGNS, STANDARD 41 SHEETING, EXTRUDED 0940 SQFT 21 .DD ��D��-c7D ALUMINUM 42 LAWN SEEDING 1030 SQYD 60 }•O4J 70�-[?a 43 BARK MULCH 1040 CUYD $ yZ�j 4D fl �d D C7Q TYPE CL-4R CHAIN LINK 44 FENCE WITH BLACK 1050 FOOT 32 VINYL FABRIC 45 REMOVING AND REBUILDING FENCE 1050 FOOT 95 � 110.00 � lc�g5v•ou PL- 46 SINGLE MAILBOX SUPPORTS 1070 EACH �,rj0.pa Zt:z 3x`0•00 47 MAILBOX I COLLARS CONCRETE 1070 EACH 9 fl Q•Q� o[0 o.C3 Q 48 MISCELLANEOUS FIELD CHANGES 0196 ALLOWANCE 1 $40,400,00 $40,000.00 CHANGES vc u�drld �i�h f �oJsu++d L'H7llar{ o-"tb 1,&VO C.pn-t3 . Bid Total Written Out DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 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 satisfactom_ Performance Bored and a satisfacton,P24ment Bond each in an amount equal to one hundred percent(100"/o) of the Contract sum, using the forms provided by the City. The suren-(ies) requested to issue the Performance Bond and Payment Bond will be ��' 1 r�bwrtiv�cC , _5u•3-e E�.i The Undersigned hereb? authorises said surcn(ies) company(ies) to disclose any information to the Cin' concerning the Undersigned's abilin- 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 Ieft in escrow with the Cin; that the amount thereof is the measure of liquidated damages which the City utill sustain by the failure of the Undersigned ro execute and deliver the above-named Agreement Form,Performance Bond,and Payment Bond, and that if the Undersigned defaults in either executing the:;greemenu 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 Cats-at the City's option;liut if the Bid is not accepted within siert• (00) days of the time set for the opening of the Bids, or if the Undersigned executes and timer- 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 indcpendenth' and is being submitted without collusion with and without an)-agreement, understanding,or planned common course of action with any other vendor of materials, supplies, equipment, or sen-ices described in the solicitation documents designed to limit independent Bidding or competition; and (2) The contents of rhe 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 [ HAS [:] HAS NOT (c eek applicable sfams)paid unemployment or income taxes in Oregon within the past 12 months and ❑ HAS[II-L-�S NOT (check upp.&abI,statue)a business address in Oregon. The Undersigned ❑ HAS [91 HAS NOT (check applicable sdaltrs) compliers with any Affirmative Action Requirements included within the procurement documents. The Undersigned agrees, if awarded a Contract, to comply with the provisions of ORS 279C.800 through 279[.87(7 pertaining to the payment of the prevailing rates of wage. The Undersigned's CCB registration number is 11(45$5 with an expiration date of As a condition to submitting a Bid, a Contractor must be registered with the Oregon Construction Contractors Board in accordance with URS 701.035 to 701.055, and disclose the registration number. Faiiure 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 Cit,prior to the beginning of any of the work that the 'Undersigned has tiled a public works bond with a corporate surety- in the amount of 530,000 with the Construction Contractors Board as required under Oregon P\K'R 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 accordance Nk ith ORS 701.035 to 701.055 at the time the subcontractor(-,) made a Bid to work under the Contract. 8 � 1'az DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D The successful Bidder hereby certifies that, in accordance with the Worker's Compensation La«-of the State of Oreton, its Worker's Compensation insurance provider is W P, sok '- A-,1 , Polley No. 'L-'5-5 tU -00 and that Undersigned shall submit Certificates of Insurance as required. Name of Company: _ Qf[�C'N► L 1.[ Companv Address: ��St , u•na 0�q LPD A{ Federal Tax ID: L r U L4 �;-7 5 7— Telephone: Telephone: 3�0 T 2 3 -52,q SEmail: .{51 V�'1vt`il V1 4L.-a• Yi-t I attest that I have the authority to commir the firm named above to this Bid amount and acknowledge that the firm meets the qualifications necessan•to perform this Work as outlined in the Invitation to Bid. 1 understand that I will be required to provide necessan_'information to verify that the firm meets these qualifications if selected for the subsequent Contract. Authorized Signature: Printed Name& Title: Date: Pavmenr information will be reported to the IRS under the name and federal tax-parer ID number provided above. Information not matching IRS records or not provided to the Citjr could subject the successful Contractor to a nvenn•eight percent(28°/u) backup Withholding. 91Pagc DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D SCOPE FOR BID SCHEDULE Measurement and payment for all Work shown or specified herein will be made on a unit or lump sum price basis in accordance with the prices set forth in the Bid Schedule for individual items of Work. Contractor shall make a careful assessment when preparing the Bid. The items listed below refer to and are the same pay items listed in the Bid Schedule. They constitute all of the pay items for the completion of the Work. No direct or separate payment will be made for providing miscellaneous temporary or accessory services or all other items not specifically named in specific Bid item description and needed for prosecution of the Work, and all other requirement of the Contract Documents. Compensation for all such services, things and materials shall be included in the prices stipulated for the lump sum and unit price pay items listed herein. The prices stated in the Bid Schedule,include overhead and profit and all costs and expenses for bonds,insurance, taxes, labor, equipment,materials, commissions, transportation charges and expenses,patent fees and royalties, labor for handling materials during inspection,together with any and all other costs and expenses for performing and completing the Work, complete and in place, as shown on the Plans and specified herein. The basis of payment for an item at the lump sum or unit price shown in the Bid Schedule shall be in accordance with the description of that item in this Section. BID ITEM DESCRIPTIONS Frewing Street Sidewalk Infill-CDBG The following Bid Item Descriptions summarize the measurement and payment for each of the items in the Bid Schedule for the Frewing Street Sidewalk Infill-CDBG project and are included below for the Contractor's convenience. For specific details of measurement and payment,see the Special Provisions. Descriptions reference and/or modify sections of the 2021 Oregon Standard Specifications for Construction where applicable. Bid Item 1. Mobilization Comply with Section 00210 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a lump sum (LS) basis and represents full payment for all labor and materials for the preparatory work and operations necessary for the movement of personnel, equipment, materials, installation of temporary staging area including fence, removal and rehabilitation of staging area to include ensuring that the area is repaired to equal or better than original working condition.Payment will also include any other work included in the Contract Documents which is not specifically listed in other bid items. Bid Item 2. Temporary Work Zone Traffic Control,Complete Comply with Section 00221 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a lump sum (LS) basis and represents full payment for all labor and materials required for installing,maintaining and removal at the end of the project of all necessary traffic control measures (both vehicle and pedestrian). A traffic control plan approved by the City shall be required prior to impacting traffic flow and will be included in this pay item. Payment will include,but is not limited to,all necessmyrraffie control measures such as fencing, signage, drums, delineators, temporary pavement markers, arrow boards, lighting, pedestrian channelizing devices, and flaggers as well as any additional controls as conditions change. DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Contractor shall maintain access to all local properties at all times and give 24-hour notice prior to starting construction activities. Bid Item 3. Stripe Removal Comply with Section 00225 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a linear foot TT) basis and represents full payment for all labor and materials for removal of painted and durable stripes as shown on the Drawings. Payment shall include furnishing all equipment,labor,and incidentals necessary to complete the work as indicated on the Drawings. Bid Item 4. Erosion Control Comply with Section 00280 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a lump sum(LS)basis and represents full payment for all labor,equipment,and materials for erosion control measures project wide. Payment will include, but is not limited to, installation, maintenance and removal at the end of the project all bio-filter bags,inlet protection,construction entrance, silt fence,wattles,plastic sheeting,mulch, concrete waste, sweeping, seeding and any additional measures necessary to insure the prevention and erosion off site. Contractor is required to designate a qualified responsible parry and accept transfer of responsibilities for the onsite erosion control measures during construction. Bid Item 5. Pollution Control Plan Comply with Section 00290 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a lump sum(LS)basis and represents full payment for all labor,equipment,and materials required for all permit compliance, monitoring, protection, site restoration and pollution control measures. Bid Item 6. Construction Survey Work Comply with Section 00305 of the Special Provisions. Payment for this item shall be on a lump sum (LS) basis and represents full payment for all labor and materials required for all construction survey work. Payment shall include, but is not limited to, all setup, calculations, construction staking,re-staking,control and monument preservation,cut sheets,survey notes and documentation and any additional staking that may be required. Bid Item 7. Removal of Structures and Obstructions Comply with Section 00310 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a lump sum (LS) basis and represents full payment for all labor and materials for the removal of all structures and obstructions required including disposal of all materials.Payment will include, but is not limited to,the removal of any incidental or unexpected objects and/or materials not specifically called out on the plans or listed in contract documents. Bid Item 8. Asphalt Pavement Saw Cutting Comply with Section 00310 of the Standard Specifications and as modified in the Special Provisions. 111Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Payment for this item shall be on a linear foot(IT basis and represents full payment for all labor and materials for saw cutting asphalt or concrete surfaces as shown on the Drawings. Payment shall include furnishing all equipment,labor,and incidentals necessary to complete the work as indicated on the Drawings. Bid Item 9. Clearing and Grubbing Comply with Section 00320 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a lump sum (IS) basis and represents full payment for all labor and materials for all clearing and grubbing required.Payment includes,but is not limited to,tree,brush and vegetation removal required within the project limits. Bid Item 10. General Excavation Comply with Section 00330 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a cubic yard (CI) basis and represents full payment for all labor and materials for general excavation. Payment shall include, but not limited to excavating, selecting, handling, placing, and compacting the materials as specified. Bid Item 11. Mainline Video Inspection Comply with Section 00415 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a lump sum (LS) basis and represents full payment for all labor and materials for video inspection.Payment shall include,but is not limited to,all work necessary to pre clean the pipe,bypass flows and any other work tasks shall be considered incidental. Video Inspection shall be recorded and copies of the recordings shall be provided to the City. Every new segment shall be video inspected including the mainline and laterals. Bid Items 12 through 14. Storm Sewer Pipe,Various Sizes,Backfill and Pipe Class Comply with Section 00445 of the Standard Specifications and as modified in the Special Provisions. Payment for these items shall be on a linear foot(IT basis and represents full payment for all labor and materials required to install the specified storm sewer pipe complete,in place.Payment shall include,but is not limited to, excavation, support of crossing utilities,bedding,pipe,pipe laying, backfill,testing and compaction for the size and class pipe shown. Bid Items 15. Trench Drain Comply with Section 00446 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a linear foot(FT) basis and represents full payment for all labor and materials required to install the specified trench drain as shown on the Drawings.Payment shall include,but is not limited to,excavation,bedding, trench drain,commercial grade concrete and backfill. Bid Items 16 through 18. Concrete Storm Sewer Manholes, Concrete Inlets, and Water Quality Catch Basin 121Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Comply with Section 00470 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on an each (EA) basis and represents full payment for all labor and materials for furnishing and installing concrete storm sewer manholes,concrete inlets,and water quality catch basins. Payment shall include, but is not limited to, excavation, base rock, manhole components, pipe connections, channel construction, steps, frame and cover adjusted to the finish grade, as well as construction of water quality catch basins according to manufacturer's recommendations. Payment will be payment in full for furnishing and placing all Materials,and for furnishing all Equipment,labor,and Incidentals necessary to complete the Work as specified. Bid Item 19. Adjusting Boxes Comply with Section 00490 of the Standard Specifications. Payment for this item shall be on an each (EA) basis and represents full payment for all labor and materials for adjusting boxes as shown and specified. Payment will be payment in full for furnishing and placing all Materials, and for furnishing all Equipment,labor,and Incidentals necessary to complete the Work as specified. Bid Item 20. Connection to Existing Structures Comply with Section 00490 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on an each (EA) basis and represents full payment for all labor and materials for reconnecting to existing sewer lines.Payment shall include,but is not limited to,all materials and labor for pothole locating prior to lateral line excavation and excavation to existing laterals,backfill, and any material needed for a Fernco or similar type connection. Bid Item 21. Minor Adjustment of Manholes Comply with Section 00490 of the Standard Specifications. Payment for this item shall be on an each (EA) basis and represents full payment for all labor and materials for minor adjustments of manholes as shown and specified. Payment shall include,but is not limited to,replacement of manhole frame and cover with non-slip manhole frame and cover. Payment will be payment in full for furnishing and placing all Materials,and for furnishing all Equipment,labor,and Incidentals necessary to complete the Work as specified. Bid Item 22. Trench Resurfacing Comply with Section 00495 of the Standard Specifications and as modified in the Special Provisions. Payment for these items shall be on a square yard(SY) basis and represents full payment for all labor and materials for trench resurfacing within the public right-of-way. The asphalt pavement resurfacing depth is 5 inches. Payment shall include,but is not limited to, all saw-cutting,asphalt,concrete,reinforcement, and forms. Contractor is responsible to protect the trench edge from damage during construction. No direct payment will be made for granular or native area resurfacing as both are considered incidental. Bid Item 23. Aggregate Base Comply with Section 00641 of the Standard Specifications and as modified in the Special Provisions. 131Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Payment for this item shall be on a weight basis (Per Ton) and represents full payment for all labor and materials for aggregate base.Payment shall include,but not limited to furnishing and placing all Materials,and for furnishing all Equipment,labor,and incidentals necessary to complete the Work as specified. Bid Item 24. Level 2, 1/2 Inch ACP Mixture Comply with Section 00744 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a weight basis (Per Ton) and represents full payment for all labor and materials for Level 2, 1/2 inch ACP mixture.Payment shall include,but not limited to furnishing and placing all Materials, and for furnishing all Equipment,labor,and incidentals necessary to complete the Work as specified. Bid Item 25 and 26. 17 Inch and 15 Inch Asphalt Concrete Pavement Repair Comply with Section 00748 of the Standard Specifications and as modified in the Special Provisions. Payment for these items shall be on a square yard(SY)basis and represents full payment for all labor and materials for 17 inch and 15 inch asphalt concrete pavement repair. Payment shall include,but not limited to furnishing and placing all Materials,and for furnishing all Equipment,labor,and incidentals necessary to complete the Work as specified. Bid Item 27. Extra for Asphalt Approaches Comply with Section 00749 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on an each (EA)basis and represents full payment for all extra or additional costs involved in placing asphalt concrete in the respective Structures as specified.These costs are in addition to those which are included in the payment made for the asphalt concrete incorporated into the Structures. Bid Item 28 and 29. Concrete Curbs,Standard Curb and Mountable Curb Comply with Section 00759 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a linear foot(FT) basis and represents full payment for all labor and materials for constructing the specified curb as shown on the Drawings. Payment shall include furnishing all equipment, labor,and incidentals necessary to complete the work as indicated on the Drawings. Bid Item 30 through 33. Concrete Driveways,Concrete Walks,Concrete Walks with Wall Comply with Section 00759 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a square foot(SF)basis and represents full payment for all labor and materials for constructing the specified concrete driveways and sidewalks as shown on the Drawings. No separate or additional payment will be made for vertical wall section,Curb Ramp Working Drawings,Curb Ramp Plan, Preplacement Conference,concrete form verification,or any necessary repair or removal and replacement of Curb Ramps,constructing driveways one half at a time according to 00220.02(a),anchor plates,bolts and metal coating,where applicable. Payment shall include furnishing all equipment,labor, and incidentals necessary to complete the work as indicated on the Drawings. Bid Item 34. Extra for New Curb Ramps 141Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Comply with Section 00759 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on an each(EA)basis and represents full payment for the additional Work required to construct a curb ramp as specified. No separate or additional payment will be made for Curb Ramp Working Drawings, Curb Ramp Plan, Preplacement Conference, concrete form verification, or any necessary repair or removal and replacement of Curb Ramps. Payment for the area of the curb ramp will be made under the concrete walks Pay Item. Bid Item 35. Truncated Domes on New Surfaces Comply with Section 00759 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a square foot(SF)basis and represents full payment for all labor and materials for installing truncated domes on new surfaces as shown on the Drawings. Payment shall include furnishing all equipment,labor,and incidentals necessary to complete the work as indicated on the Drawings. Bid Item 36. Longitudinal Pavement Markings-Paint Comply with Section 00860 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a linear foot(F1) basis and represents full payment for all labor and materials for painted longitudinal pavement markings as shown on the Drawings. Painted longitudinal pavement markings will be based on a nominal line width of 4 inches.If the width of the line is other than 4 inches, measurement will be adjusted by converting to an equivalent length of nominal 4 inch line on a proportionate area basis.Measurement will be the actual stripe. Gaps between skip stripes will not be measured. Payment shall include furnishing all equipment,labor, and incidentals necessary to complete the work as indicated on the Drawings. Bid Item 37 Pavement Bar,Type B Comply with Section 00867 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a square foot(SF)basis and represents full payment for all labor and materials for installing pavement bars as shown on the Drawings. Payment shall include furnishing all equipment,labor, and incidentals necessary to complete the work as indicated on the Drawings. Bid Item 38. Remove and Reinstall Existing Signs Comply with Section 00905 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a lump sum (LS) basis and represents full payment for all labor and materials for the removal and reinstallation of signs as shown on the Drawings. Payment will be payment in full for furnishing and placing all Materials,and for furnishing all Equipment,labor,and Incidentals necessary to complete the Work as specified. Bid Item 39. Sign Support Footings Comply with Section 00920 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a lump sum (LS) basis and represents full payment for all labor and materials for furnishing and installing sign support footings as shown on the Drawings. Payment will be payment in full 151Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D for furnishing and placing all Materials, and for furnishing all Equipment, labor, and Incidentals necessary to complete the Work as specified. Bid Item 40. Perforated Steel Square Tube Anchor Sign Supports Comply with Section 00930 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a lump sum (IS) basis and represents full payment for all labor and materials for furnishing and installing specified sign supports as shown on the Drawings. Payment will be payment in full for furnishing and placing all Materials, and for furnishing all Equipment, labor, and Incidentals necessary to complete the Work as specified. Bid Item 41. Signs,Standard Sheeting,Sheet Aluminum Comply with Section 00940 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a square foot(SF)basis and represents full payment for all labor and materials for furnishing and installing specified signs as shown on the Drawings. Payment shall include furnishing all equipment,labor,and incidentals necessary to complete the work as indicated on the Drawings. Bid Item 42. Lawn Seeding Comply with Section 01030 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a square foot (SF) basis and represents full payment for all labor and materials for lawn seeding as shown on the Drawings. Payment includes, but is not limited to, seeding mobilization, preparing seed bed, soil preparation, seeding, fertilizing, mulching, applying tacking agent, and all establishment Work. Payment shall include furnishing all equipment,labor, and incidentals necessary to complete the work as indicated on the Drawings. Bid Item 43. Bark Mulch Comply with Section 01040 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a cubic yard (CY) basis and represents full payment for all labor and materials for applying bark mulch as shown on the Drawings. Payment shall include furnishing all equipment,labor, and incidentals necessary to complete the work as indicated on the Drawings. Bid Item 44. Type CL-4R Chain Link Fence with Black Vinyl Fabric Comply with Section 01050 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on a linear foot (FT) basis and represents full payment for all labor and materials required to install the specified fence as shown on the Drawings. Payment shall include, but is not limited to, black vinyl clad fence fabric, and the coating of metal rails, braces, and appurtenances with TGIC-Polyester powder coating of a matching color. Payment shall include furnishing all equipment, labor, and incidentals necessary to complete the work as indicated on the Drawings. Bid Item 45. Removing and Rebuilding Fence Comply with Section 01050 of the Standard Specifications and as modified in the Special Provisions. 161Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Payment for this item shall be on a linear foot (FT) basis and represents full payment for all labor and materials for removing and rebuilding existing fences as shown on the Drawings. Payment shall include furnishing all equipment,labor,and incidentals necessary to complete the work as indicated on the Drawings. Bid Items 46 and 47. Single Mailbox Supports,Mailbox Concrete Collars Comply with Section 01070 of the Standard Specifications and as modified in the Special Provisions. Payment for this item shall be on an each (EA) basis and represents full payment for all labor and materials for furnishing and installing single mailbox supports and new concrete collars as shown on the Drawings. Payment shall include, but is not limited to, removing existing mailbox supports, providing temporary installations, installing new supports in permanent locations, installing owner-furnished mailboxes and newspaper boxes. Payment will be payment in full for furnishing and placing all Materials, and for furnishing all Equipment,labor, and Incidentals necessary to complete the Work as specified. Bid Item 48. Miscellaneous Field Changes Comply with Section 00196 of the City of Tigard General Conditions. 171Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D ATTACHMENT C—ACHIVDWLEDGMENT OF ADDENDA Cn"y of TIGARD FREWING STREET SIDEWALK INTFILL-CDBG 1/%XE HAVE RECEIVED THE FOLLOVING A-DDEND,L: I, our t?reired,write `NoUg&cei�Tel" I. 3. 2. �- -4. � 3I ZR Dare Signarurc of Proposer Title Corporate Name 18 � Pa �� DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D ATTACHMENT D—BID CERTIFICATION CITY QF TIGARD FREWING STREET SIDEWALK INTiLL-CDBG 1 TSS n-discrimination Clause The Bidder agrees not to discriminate against any client, employee or applicant for employment or for sen-ices, because of race, calor, religion, sex, national origin, handicap or age with regard to, but not limited to, the following: employment upgrading, demotion or transfer; recruitment or recruitment advertising; lay-offs or termination;rates of par or other forms of compensation;selection for training;rendition of serx ices. It is further understood that any contractor who is in violation of this clause shall be barred from recek ing awards of any purchase order or Bidder from the Cin-,unless a satisfactory showing is made that discriminaton,practices have terminated and that a recurrence of such acts is unlikely_ Agrced by: PA If 6�-) L,e� �.2� ��L�o.� ! �C.C. � �►-t� �.�� Firm Name: _ Le. cn4mc-P Y-6 , U-c :address: 'LD 01 D 1 Ne -1 Z '`-" i�VrG -6b , ww a$&U Officer's signature: '�� T}pe or print officer's name: iCA�h `1 LU— J 19. P Q DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D AITACHMFNT E--FIR5T TIER SUBCONTRACTOR DISCLOs RE FoRm CITY OF T IGARD FREWfNG STREET SIDEWALK INFILL-CDBG BID#: CIP 2021-95064 CLOSING:Date: Aiigusr 31,2021 : 2:00 Um This form must be submitted at the location specified in the Advertisement for Bids on the advertised Bid closing date and txithin two worldng hours after the advertised Laid closing rime. 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 here are no subcontractors that need to be disclosed_ (ATTACH ADDITIONAL.SHEETS IF NEEDED). NAME DOLLAR VALUE CATEGORY OF WORK 2) S 3) S 4) S 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): Q, G��-AV-Z,, E-- Contact name: LED Q �Lo Phone#: 3 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D ATTACHMENT F—BID BOND CITE'OF TIGARD FREWING STREET SIDEWALK INFILL-CDBG Wc. Lee Contractors, LLC. as "Principal," Mme of Principal) and Markel Insurance Company an Illinois Corporau�m, (Naine of Surcn^) authorl?X11 to transact Surety business in the State of Oregon, as "Suren,," hereby- jointty and severally hind ourselves, our respective heirs, executors, administrators, successors, and assigns to pat- unto the Cin,of Tigard {"Obtig,ee";the sum of Ten Percent Total Amount Bid"* and /100 Dollars 45- 10°/0*.� WHEREAS, the condition of the obligation of this bond is the Principal has submittzd a Bid to the ObtigLe in response to Obligee's solicitation for the project identified as Frewing Street Sidewalk Infill-CDBG,which Bid is made a parr of this bond by reference,and Principal is required to furnish Bid securin-in an amount equal to ten percent{t 0'/(,) of the total amount of the Bid pursuant to the solicitation document. NOW,THEREFORE, if the Bid submitted by Principal is accepted, and if a Contract pursuant to the Bid is awarded to Principal,and if Principal enters into and executes such Contract within the time specified in the said documents and delivers to Obligee its good and sufficient Performance Bond and Payment Road required by Obligee,,within the time fixed by Obligee,then this obligation shall he void;otherwise, it shat] remain in full force and effect. IN WITNESS WHEREOF,Nve have caused this instrument to be executed and sealed hr our duly authorized legal representauves this 31st day=,f August 2021 PRINCIPAL: Lee Contractors, LLC. SURETY: Markel Insurance Company Bv: BY_-17 rORi\EY-I;ti-FACT Si�matur Amanda J. Lee Printed Name&Title Printed blame 3 Attest: Ca--o i+•a I`i* (�cn-� Signature 1 Centerpointe Dr., Ste. 190 Address Lake Oswego, OR 97035 fin Statc zip �I � � DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D POA# 3710009 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS:That SureTec Insurance Company,a Car poration duly organized and existing under the laws of the State of Texas and having its principal office in the County of Harris,Texas and Markel Insurance company Ithe"Company"1,a corporation duly organized and existing under the laws of the ztate of Illinois,and having its principal administrative offce in Glen Allen,Virgin fa,does by these presents make,canstitute and appoint: Brent Olson, Gail A. Price,Gloria Bruning,Vicki Nicholson,Joel Dietzman,Andrew Choruby, Casey Geske, Sterling Drew Roddan. Richard Kowalski,Justin Cumnock,Amanda J.Lee,Scott Willis,Christopher A. Reburn Their true and lawful agent(s)and attorney(s)-in-fact,each in their separate capacity if more than one is named above,to make,execute,seal and deliver for and an their own behalf,individually as a surety or jointly,as co-sureties, and as their act and deed any and all bonds and other undertaking in suretyship provided,however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of; Fifty Million and 001100 Dollars($50,000,000.00) This Power ofAttnrney is granted and It.signed and sealed under and by the authority of the following Resolutions adapted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company: 'RE S0LVED,That the President,any Senior Vice President,V ice President,Assistant Vice President,5ecretary,A551stant5ecretary,Treasurer or Assistant Treasurer and each of them hereby is authorized to execute potaer5 of attorney,and such authority can be executed by use of facsimile signature,which may be attested 0 acknowledged by any officer or attorney,of the company,qualifying the attarney or attorneys named 1n the given power of attorney,to execute In behalf of,and acknowledge as the act and deed of the SureTec Insurance Company and rvlarkeI Insurance Company,as the case may be,all bond undertakings and contracts of suretyshlp,and to affix the corpar ateseaI thereto." IN WITNESS WHEREOF,Markel Insurance Company and SureTec Insurance Company have caused their official sea Ito be hereunto affixed and these presents to be signed by their diriy authorized officers on the 17th day of June 2021. a ,r S ur eTec I ns u r a nce Compa ny SCyPIAry� tiV RAND rfrrr ' to+Irrrrr afkl urance mpany SEAL .u: Michael C Keimig,President r r '• :`y'•?Crjia[5% �I✓n State of Fexasdey Jennings,Vile President * ........... ~• ,�rrrrrrrtnrs+�sss {�� I County of Harris: On this 17th day of June ,2021 A.O.,before me,a Notary Public of the State of Texas,1n and for the County of Harris,duly commissioned and qualified, came THE ABOVE OFFICERS OF THE COMPAN IE5,to me personally known to be the individuals and officers described in,who executed the preceding Instrument,and they acknowiedged the execution of same,and being by me duly sworn,disposed and said that they are the officers of the said companies aforesaid,and that the seals affixed to the proceeding instrument are the Corporate Seals of sa€d Companies,and the said Corporate Seals and their signatures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies,and that Resolutions adopted by the Board of Directors of said Companies referred to in the preceding instrument is now In farce. IN TESTIMONY WHEREOF,I have hereunto set my hand,and affixed my official Seal at the County of Harris,the day and year firstabove written. XENIA CHAVEZ :r',�• 4=: rNotary Pobitc,Stale%,i.xa5 By: fdatary ID#12911765-9 l (,{ +y r r= My Cor mission Expires X^is Chavez,Notary Public SEPTErMBER 10,2024 1 IV ommission expires 9110/2024 We,the undersigned Officers of SureTec Insurance Company and Markel Insurance Company do herby certify that the original POWER OF ATTORNEY of which the foregoing is a full,true and correct copy is sillI in full force and effect and has not been revoked. r� IN WITNESS WHEREOF,we have hereunto setour hands,and affixed the Seals o`said Companies,on the day of 1 .L \ . ore c I�_-, MaPkeI Insurance Company s By:M.Br t ary Andrew Marquis,Assistant Sec y Any Instrument issued inexressof the penalty stated aboveis totally voidan6 Uthout any ual:diry.3710009 ' F0rverifEcatlun of the authority of this Flower you may calf 1713012 CSo0onany businessdtsy between 830 AM and 5:Ga PM CST. DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Contract Number: CP22003 ATTACHMENT G—PUBLIC IMPROVEMENT CONTRACT PWR COVERED PROJECT CITY OF TIGARD FREWING STREET SIDEWALK INFILL-CDBG THIS CONTRACT,made and entered into by and between the City of Tigard,a municipal corporation of the State of Oregon, hereinafter called "City" and Lee Contractors, LLC 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 Contract Documents; 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. Traffic control and erosion control. B. General excavation. C. Construction of asphaltic pavements. D. Construction of concrete curbs,ramps,and sidewalks. E. Installation of stormwater pipe and structures. F. Signage,striping,and pavement marking. G. Performance of additional and incidental work as called for by the specifications and plans. 2. 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. 3. Effective Date and Duration This Agreement is effective upon notice to proceed issued by the City and shall be substantially completed by January 18,2022. 4. Compensation A. City agrees to pay Contractor$582,000.00 for performance of those services provided herein. B. 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. 221Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Contract Number. CP22003 C. 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. D. 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. E. 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 5. 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. 6. 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 parry 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. 231Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Contract Number: CP22003 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. 7. 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. 8. 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, 241Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Contract Number: CP22003 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. 9. 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. 10. 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. 11. 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. 12. Indemnification 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 sole 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. 13. Insurance Contractor 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 City is excess and not contributory insurance with the insurance required hereunder. The policy or policies of insurance maintained by the Contractor 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 (CG 2010 1185 or equivalent). This coverage shall include Contractual Liability insurance for the indemnity provided under this Contract. The following insurance will be carried: 251Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Contract Number: CP22003 Coverage Limit General Aggregate $3,000,000 Products-Completed Operations Aggregate $2,000,000 Personal&Advertising Injury $1,000,000 Each Occurrence $2,000,000 Fire Damage(Any one fire) $50,000 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$1,000,000 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 Rating: Coverage provided by the Contractor must be underwritten by an insurance company deemed acceptable by the City. The insurance carrier shall have a minimum of an AM Best Rating "A" with a financial strength of VII or better. The City reserves the right to reject all or any insurance carrier(s)with an unacceptable financial rating. F. Certificates of Insurance: 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 all such insurance provisions of this Contract shall be forwarded to: City of Tigard Attn: Office of Contracts and Purchasing 13125 SW Hall Blvd Tigard,Oregon 97223 Such policies or certificates must be delivered prior to commencement of the work and no Contract shall be effected until the required certificates have been received and approved by the City. 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.A renewal certificate will be sent to the above address 10 days prior to coverage expiration. 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 connected with this Contract. 261Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Contract Number: CP22003 G. Primary Coverage Clarification: All parties to this contract hereby agree that the contractor's coverage will be primary in the event of a loss. H. Cross-Liability Clause: A cross-liability clause or separation of insureds clause will be included in all general liability,and pollution policies required by this Contract. 14. 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 LEE CONTRACTORS,LLC Attn: Jeff Peck,Project Manager Atm: Darren Lee Address: 13125 SW Hall Blvd, Address: 20907 NE 7Z'Ave Tigard,OR 97223 Battle Ground,WA 98604 Phone: 503-718-2466 Phone: 360-904-6965 Email: jeffp@tigard-or.gov Email: Darren@leecontractorswa.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. 15. 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. 16. Representations and Warranties Contractor represents and warrants to the City that: A. Contractor has the power and authority to enter into and perform this Agreement. B. This Agreement, when executed and delivered, is a valid and binding obligation of Contractor, enforceable in accordance with its terms. C. Contractor(to the best of Contractor's knowledge, after due inquiry), for a period of no fewer than six calendar years (or since the firm's inception if less than that) preceding the effective date of this Agreement,faithfully has complied with: 1) All tax laws of this state,including but not limited to ORS 305.620 and ORS chapters 316, 317,and 318; 2) Any tax provisions imposed by a political subdivision of this state that applied to Contractor, to Contractor's property, operations, receipts, or income, or to Contractor's performance of or compensation for any work performed by Contractor; 3) Any tax provisions imposed by a political subdivision of this state that applied to Contractor, or to goods,services,or property,whether tangible or intangible,provided by Contractor;and 4) Any rules, regulations, charter provisions, or ordinances that implemented or enforced any of the foregoing tax laws or provisions. 271Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Contract Number. CP22003 D. Any intellectual property rights or such delivered to the City under this Agreement, and Contractor's services rendered in the performance of Contractor's obligations under this Agreement,shall be provided to the City free and clear of any and all restrictions on or conditions of use, transfer, modification, or assignment,and shall be free and clear of any and all liens,claims,mortgages,security interests,liabilities, charges,and encumbrances of any kind. 17. Compliance with Tax Laws A. Contractor must,throughout the duration of this Agreement and any extensions,comply with all tax laws of this state and all applicable tax laws of any political subdivision of the State of Oregon. For the purposes of this Section, "tax laws"includes all the provisions described in subsection 14.C. 1) through 4) of this Agreement. B. Any violation of subsection A of this section shall constitute a material breach of this Agreement. Any violation shall entitle the City to terminate this Agreement, to pursue and recover any and all damages that arise from the breach and the termination of this Agreement,and to pursue any or all of the remedies available under this Agreement,at law,or in equity,including but not limited to: 1) Termination of this Agreement,in whole or in part; 2) Exercise of the right of setoff, and withholding of amounts otherwise due and owing to Contractor, in an amount equal to State's setoff right,without penalty;and 3) Initiation of an action or proceeding for damages, specific performance, declaratory or injunctive relief. The City shall be entitled to recover any and all damages suffered as the result of Contractor's breach of this Agreement,including but not limited to direct, indirect,incidental and consequential damages,costs of cure,and costs incurred in securing a replacement Contractor. These remedies are cumulative to the extent the remedies are not inconsistent, and the City may pursue any remedy or remedies singly,collectively, successively,or in any order whatsoever. 18. Complete Agreement This Agreement constitutes the entire Agreement between the parties. No waiver,consent,modification,or change of terms of this Agreement shall bind either parry 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 Contractor has executed this Agreement on the date hereinabove first written. Approved by Tigard's Local Contract Review Board: September 28,2021. [signature page follows] 281Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Contract Number: CP22003 CITY OF TIGARD LEE CONTRACTORS,LLC Doc.5 g—by: DocuSigned by: Kitr W- Signature Signature Steve Rymer City Manager Darren Lee Project Manager Printed Name&Title Printed Name &Title 10/20/2021 10/14/2021 Date Date X 291Page DocuSign Envelope ID: 1705B9Al-C34A-4CF7-AC2D-79812El4FDlD A117ACI IMENT H - PERFORMANCE BOND PiJBLIC IMPROVEMENT CONTRACT CITI' Of' TIGARD FREWING STREET SIDEWALK INFILLrCDBG Bond Number: 3484385 Project Name: Fremwing Street Sidewalk Infill -mCDBG Markel Insurance Company {Surety # 1 } Bond ?mount No . I .: $ 582 , 000 . 00 (Surety # 2) * Bond 1lmount No . 2: * $ * If using MUItiple smretie.,iPenalTotal Sum of BoBond: $ 582 , 000 . 00 We, Lee Contractors , LLC as Principal) Wid the above ldeiitified Surety (les) , authorized to transact suretv business in Oregon, as Surety, hereby jointlyjointlyand severally bind ourselves, ot�r IF,respective hei' rs , executors,, admitustrators, successors , and assigns firmly bv these presents to pay unto the Cite dr of Tigard, a municipality of the State of Oregon , the sum of (total Penal Sum of Bond) Five Hundred Eighty Two Thousand & No/ 1 00 - -- ( $ 582 000 . 00 ) Dollars (Prodded, that we the Sureties bind ourselves in such sum "jointly and severally" as well as " severally" only for the purpose of allowing a lonit action or actions against airy or allot us , w-id for all other purposed each Surety bi' lidt.-i, itself, jointly and severally with the Principal, For the payment of such sum only as is set forth opposite die naive of such Surety) , and WHEREAS, die Principal has entercd into a Contract witli the CJtAT of Tigard , the plans, specifications, terms, and conditions of which are contuned ui the above-referenced project solicitationt WHEREAS, the- teens and conditions of the Contract, together with applicable plans, standard specifications, specialrovisions1,pschedule of performance, and schedule of Contract Prices, are made a part of this Perforinance Bond bv reference , whedier or not attached to the Contract (all hereafter called "Contract' ; and WHEREAS, the Principal has geed to perform the Contract in accordance with the terms) conditions , requirements, plans, and specifications, and all authorized modifications of the Contract which increase the amount of the work, the amount of the Contract, or constitute an authorized extension of the time for performance, notice of an5� such modifications hereby being waived bov the Suretv: NOW, THEREFORE, THE CONDITION OF THIS BOND IS SUCH that if die P MIcipal herein shell faithfully and truly observe and comply widi the terms of the Contract and performs the Contract within the tune prescribed I:) \- the Contract, then this obligation is nu11 ,eru-id ecoid; odlenvise it shall remain in full force and effect. If the Contractor les declared by C1tt• to bein default under die Cuitmct, die surety shall promptly remedy the default , perform afl of Contractor's obligations under the Contract ui accorduice with its ten-ns and conditions ld pair to City aU damages drat are due under tl� e Contract. This obligation ioFm t1v and severallv bolds the Contractor and surety and flieir respected heirs , executors, administrators , and successors . Nonpayment of the bond premium shall not M' validate this bond nor shall the Cite of "Tigard be obligated for the payment of any premiums . Said surety for value receiN-ed, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the Contract, or the \X1 ork to be performed thereunder, or the specifications accompanying the s shall in anywise affect its obligations on this bond, and it does hereby waive notice of any such ch �ulge, extension of time, alteration, or addition to the ten-ris of the Contract or to the kVork or to the specific atiotiks-3 . 291 P a e DocuSign Envelope ID: 1705B9Al-C34A-4CF7-AC2D-79812El4FDlD `F his Performance Bond shall also guarantee the subject project agaulst defects in materials or workmanship fir a period of one ( 1 ) year from the date of written Substantial Completion acceptance of the subject project by the City of Tigard. IN WITNESS WHEREOF, WE- I-1AVE CAUSED U-IIS INSTRUN/IENT TO BE EXECUTED AND SEALED BY OUR DULY �UTHORI"LED LEGAL REPRESENTATTIIIv` E .S . Dated Tis 11th duly � f OCtober 2021 PRINCIPAL: Lee COtltfaCt01'S , - - LLC B�• : Signature AK d % Printed Lame & Tidtle Attest: SURETY: Markel Insurance Company (Add i•i�rtatures Jb r ea c*/) Jua f usin multip le bo ndi) BY A" ITTORN EY- IN - FACT: (Power-offltturney must accompaT-1 eat-oh jwrety botid) Gloria Bruning N Signa re 4949 Meadows Rd . , Suite 625 Address Lake Oswego , OR 97035 Cite State "Lip 971 - 377 - 3132 541 - 908 -6522 Phone Fax 301 Pa g e DocuSlgn Envelope ID: 1705B9A1-C34A-0CF7-AC2D-79812E74FD1D PCA # 3710009 JOINT LIMITED POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS : That SureTec I nsurance Company, a Corporation duly organized and existing under the fawn of the State of Texas and haying its principal office in the County of Harris, Texa s and M arkel Insurance Company (the "Company"), a corporation duly organized and existing under the laws of the sate of Illinois, and having its principal administrative office in Glen Allen, VirgInia, does by these presents made, constitute and appoint: Brent Olson , Gail A . Price , Gloria Bruning , Vicki Nicholson , Joel Dietzman , Andrew Choruby , Casey Geske , Sterling Drew Roddan , Richard Kowalski , Justin Cumnock , Amanda J . Lee , Scott Willis , Christopher A . Reburn Their true and lawful agent(s ) and attorney (s )-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on their own behalf, indiv idua Ily as a surety or jol ntly, as co-suretiQs, and as their art and deed any and all bands and other undertaking in suretyship provided, however , that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: Fifty Million and 00/ 100 Dollars ( $ 50 , 000 , 000 . 00 ) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adopted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company : "RESC] LVED, That the President, any Senior Vise President, Vice President, Assistant Vice President, Secretary, Ass istantSecreta ry , Treasurer or Ass istantTreasurer and each of them hereby is authorised to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may beauested or acknowledged by any officer or attorney, of the company, qualifying the attorney or attorneys Warned In the given power of attorney, to execute in behalf of, and acknowledge as the act and deed of the SureTec Insurance Company and Markel Insurance Company , as the case may be, all fond undertakings and contracts of suretyship,. and to affix the cor por ate sea I thereto . " IN WITNESS WHEREOF , Markel Insurance Company and SureTec Insurance company have cased heir official seal to be hereunto affixed and these presents to be signed by their duly authorized officers on the 17th day of ,tune , 2021 . SureTec Insurance Company �"'""� �� E � � + � i� )RAN�•� 1�� p�NCZ/eavapsoam � ark I surance mpa �y lli:Lp 0 . 0 By . � � Wor ill! • SEAL " By ., ti � Michael C. Keimig, President � 4• ..•' : � '*•�� s•'' ��`` ode►J Jenny ` Ft.A 400; / fa�� ` 7 Vice President State of Texas '"*�`"" ♦ �r+ Ifiit%%\\\\�� County of Harris : On this 17th day of ,dune , 2021 A . D. , before me, a Notary Public of the State of Texts, in and for the County of Harris, duly commissioned and qualified, came THS ABOVE OFFICERS OF THE COMPANIES, tame personally knowntobe the individuals and officers described in. who executed the preceding instrument, and they acknowledged the execution of same, and being by me duty sworn, disposed and said that they are theafficers of the said companies aforesaid, and that the seals affixed to the proceeding instrument are the Corporate Seals of said Companies, and the safd Corporate Sear and their signaCures as officers were duly affExed and suhscribed to the said instrument by the autharity and direction of the said companies, and that Res ol utions adopted by the Board of Directors of said Companies referred to In the preceding instrument is now in farce. IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal atthe County of Harris , the day and year first above written. XENIA � CHAVE2 x } . ' c) : Notary pubic, State of Texas • # t * � Nota. ry 1. 1)# 12911765 -9 By ; mycvmfissivn Expires ;X,Viahavez Notary Public lFHt1 � SEPTEMBER � d , �� ymission expires 9/10J2024 We, the undersigned Officers of SureTec Insurance Company and Markel Insurance Company do derby certify that the original POWER OF ATTORNEY of which the foregoing Is a fuil, true and correct copy is stili in full force and effect and has not been revoked . IN WITNESS WHEREOF , we have hereunto set our hands, and affixed the Seals of said Companies, an the � � dayof loll U . c I nsur nce any _ _ _ . _ Ma of Insurance C M By . By : M . Br At Baty, Assist nt Secretary ndrew Marquis, Assistant Sec ry Any Instrument Issued 'In excess of the pe ► ai#y stated above is totally vcid ani without anyvafidity. 3 `01 6009 Forverification of theauthority of this Power you may coil (713 )812 -0800o )iRn -V bus i.ness day be wE erg 3:36".AM and 5 ;00 PM CST. DocuSign Envelope ID: 1705B9Al-C34A-4CF7-AC2D-79812El4FDlD ATTACHMENT I - PAYMENT BOND PUBLIC IMPROVEMENT CONTRACT CITYOFTIGA,RD FRL-i WING STREET SIDEWALK INFILL- CDBG Bond Number: 3484385 Project Nine : Frewing Street Sidewalk 1.nf'1' 11 - CDBG Markel Insurance Company (Surety # 1) Bond :1mc.>unt No . 1 : $ 582 ) 000 .too (Surety # 2) * Bond .- mount No . 29. * $ inS MUelli�l ��rr�tzer Total Penal Sum of Bond: $ 582 , 000 . 00 W, Lee Contractors , LLC as Principal, and the above identified Surety(ies) , authorized to transact surety business in Oregon ,, as Surety, hereby jointly and severally bind ourselves , our respective heirs , executors ,, aclmulistrators, successors, and assigns firmly bv these presents tO pay unto the City of Tigardp , a municiality of the State of Oregon, the sum of (total Penal Sum of Bond) Five Hundred Eighty Two Thousand & No/ 100--- ( $ 582 , 000 . 04) Dollars (Provided , that we the Sureties bind ourselves in such suns "jointly and severqjl}'" as well as " severally" only for the purpose of allowvlg a joint action or actions agunst any or all of us , and for all other purposed each Surety binds itself, joindv and severally with the Principal , for the pairment of such sum only as is set forth opposite the mine of such Surety) , quid WHEREAS, the Principal has entered into a Contract with the Cl* tAr oFTigard , the plans, specifications, terms, and candidons of wluch are contained in above-referenced project soEcitation - WHEREAS, the terms at-id conditions of the Contract, together with applicable plans, standard specifi C 4qC tions,, special prONTiSions , schedule of perfoi-i-nance, anti schedule of Contract Prices , are made apart of this Payment bond by reference !, whether or not attached to the Contract (all hereafter called "Contract' ; and WHEREAS, the Principal has agreed to perforin the Contract ui accordance wide the terms!, conclitic, ns, requirements, pLins, and specifications, and schedule of Contract Prices which are set forth t' i the Contract and any attachments,, and all autliorizeci modifications of the Contract hich ticrease the amount of the work, or the cost of the Contract , or constitute authorized extensions of time for performance of the Contr,�ict, notice of any such modificat'i'ons hereby being waived b� the Suret)': NOW, THEREFORE , THE CONDITION D F THIS BOND IS SUCH that iffif the PtTicipal shall falthf� ll�� and truly observe and comply with t ie terms , conciirians , and proNisiOls of the Contract, in all respects , and shall well and truly and ffihv do and perform all matters and thionk to he performed under said Contract and a111 duly authorized modifications that are made., upon the terms set forth therein, and within the tune prescribed therein, or as extended therein as provided ia-i the Contract, .pith orwithout nonce to the Sureties , and shall uidemiii06-p and sive harmless the City of Tigard its officers, agents, and employees against any claun for direct or uidirect damages 0 eN-rery kin d and description that shall b e suffered or claimed tc) b e sufferediii connection with or arising out of the performance of the Contract bv- the Contractor or its subcontractors, and shall promptly pa�� all persons supplying labor, materials , or both to the P�icipal or its subcontractors for prosecution of the work provided M the Contract; m-id shall prompdv pay all contributions due the State Industrial Accident Fund and the State Unemployment Compensation Fund from die Pr incipal or its subcontractors in connection with the performance of the Contract; and shall pay carer to the Oregon E epartment of Revenue all sums required to be deducted and retained from the wages of employees of die Prmcipal and its subcontractors pursuant to� ORS 316. 167 , and shall permit no lien nor claim to be filed or prosecuted against the City on account of an)- Libor or materials fiimished; and shall do aH things required of the Principal by the laws of the State of Oregon, then this obligation shall be void; othenvisc , it shall remain in full farce and effect. 31 a �. e DocuSign Envelope ID: 1705B9Al-C34A-4CF7-AC2D-79812El4FDlD Nonpayment of the bond premium will not invalidate this bond nor shall the Cine of Tigard be obligated for the Ir payment of any prenliums. IN WITNESS WHEREOF, kl�T HAVE CAUSED THIS INSTRLJNIENT TO BE EXECUTED AND SEALED BY OUR DULY AU11401UZED LEGAL REPRESENTATR7ES, Dated d-1 "is 11th dav of October 2021 4F PRINCIPAL: LeeonCtractors , LLC 0 By: Signature All kt qty Print Name & Title Attest: 40W"- SURETY: ==�- - Markel Insurance Company (A ca. si'gnaluirj- l for eacb srvizil• using mullole bondi) BY A 0RNEY- .1N-FzkCT: �� - `' � = " (13'ower-o -/lttorney must accamparr�- eat.-I) suret�, bDc1, , amp 46 RL "Now Gloria BruninMahm-M g i e ONE Iwo Signature A _ . . \ 4949 Meadows Rd .. , Suite 625 Address Lake Oswego , OR 97035 city- z1"P 971 - 377 - 3132 541 - 90- 8 -6522 Phone Fax 3 2 P a g e DocuSlgn Envelope ID: 1705B9A1-C34A-0CF7-AC2D-79812E74FD1D POA # 3710009 JOINT LIMITED POWER OF ATTORNEY K NOW ALL MSN BY THESE PRES E NTS : That S ur eTec Insurance Company, a Corporation duly organised and existing ender the haws of the State of Texas and hiving its principal off ice in the County of Harris, Texas and Markel I ns u r a nce Company (the "Cum pany " }, a corporation defy arganized and existing under the laws of the state of Illinois, and having its principal administrative office in Glen Alen, Virg )nia, does by these presents make, constitute and appoint : Brent Olson , Gail A . Price , Gloria Bruning , Vicki Nicholson , Joel Dietzman , Andrew Choruby Cased ueske , Sterling Drew Roddan , Richard Kowalski , Justin Cumnock , Amanda J - Lie , Scott Willis , Christopher A . Reburn Their true and lawful agent(s ) and attorney ( s )-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for and on their own behalf, individually as a surety or jointly, as ca-sureties, and as their apt and deed any and all bonds and other undertaking In suretyship provided, however , that the penal sum of any one such instrument executed hereunder shall not exceed the sum of: Fifty Million and 00/ 100 Dollars ( $ 50 , 000 , 000 . 00 ) This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolutions adapted by the Board of Directors of SureTec Insurance Company and Markel Insurance Company : "RESOLVED, Thatthe President., any Senior Vise President., Vice President, Assistant Vice President, Secretary, Assistant Secretary, Treasurer or Ass'istant Treasurer and each of them hereby is authorized to execute powers of attorney , and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any officer or attorney, of the campany, qualifying the attorney or attorneys named In the given power of attorney, to execute in behalf of, and acknvwfedge as the apt and deed of the S ureTec I ns ura nce Company and Markel Insurance Company, as the case may be, all band undertakings and contracts of suretyship, and to affix the corporate seal thereto. " ! N WITNE55 INHEREO F , Market Insurance Company and S ur eTec Insurance Company have caused their official seal to be here unto affixed and these presents to be. signed by their duly authorized officers on the 17th day of .tune . 202 , 5 ureTec t nsura rice Company I'p�c o11111111 i� ark t sura nce mpany 40 0 N ,fLp 04 0 -0.,0 %%.. to - . Z!-Wj a Cj ORO 0 By : � W � --v = : SEAL ; Michael C. Keimig, President �' ••. 1 .•• a By : ��0 `•� ff� ndey Jenni , Vice President State of Texts �+��*�„" 0% County County of Harris ; On this � 7tn day of �� ►�� , 2021 A , p, , before me, a Notary Public of the State of Texas , in and for the County of Harris, duly commissioned and qualified, came THE ABOVE OFFICERS DF THE COMPANIES , to me personally known to be the Individuals and officers described in, who executed the preceding instrument, and they acknowledged the execution of same, and being by me duly sworn, disposed and said that they are the officers at the paid companies aforesaid, and that the seals affixed to the proceeding instrument ars the Corporate Seals of said Companies, and the safd Corporate Seals and their sig natures as officers were duly affixed and subscribed to the said instrument by the authority and direction of the said companies, and that Resolutions ado ted by the Board of Directors of saidCompanies referred to in the preceding Instrument is now In force. IN TESTIMONY WHEREOF , I have hereunto set my hard, and affixed my Official Seal atChe County of Harris , the day and year firstabove written . XENIA CHAVEZ .1F so .00. NONotary PUN4ct State vl Texas • Notary 1D# 12911765- 9 By : %y CQ� y m �rExpiresy havez , Notary Public •,,* �r� �itE �.. I#1H -1 � 2024��`' 1y ommission expires 9/10/2024 We, the under5igned Office r s of S u reTec Insurance Company and M a r k el I ns ura nce Com. pa ny do herby certify that the original POW ER DF ATTaRNEY of which the foregoing 1s a full, true and correct copy is still in full farce and effect and has not been revoked. i N WITNESS WHEREOF , we have hereunto set our hands, and affixed the Seals of said Companies, on the day of. u c Incur rice any _ Ma el Insurance Company Byl. N4 y : M . Br t Bea Assisi nt Secretary�� = � � - ndrew Marquis, Assistant Se ry Any Instrument Issued in excess of the penalty stated above is totally void and w;.i-pi-vt anyvalidEty. 3710009 For verification of the authority of this Power you may cell {713 }812-0800 on an ►: uusir,pss day between 930 AN! �rd 5 ;O0 PM CST. DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D ATTACHMENT J—OREGON PREVAILING WAGE RATES CITY OF TIGARD FREWING STREET SIDEWALK INFILL-CDBG May be downloaded from:http://www.oregon.gov/boli/WHD/PVR/Pages/pwr state.aspx 33IPage DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D ATTACHMENT K—GENERAL CONDITIONS CITY OF TIGARD FREWING STREET SIDEWALK INFILL-CDBG See Next Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 General Conditions for Construction for the City of Tigard. TABLE OF CONTENTS Part 00100 - GENERAL CONDITIONS Section 00110- Organization, Conventions,Abbreviations, and Definitions..................................5 00110.00 Organization of Specifications ..........................................................................................................5 00110.05 Conventions Used Throughout the Specifications Include..........................................................5 00110.10 Abbreviations.......................................................................................................................................7 00110.20 Definitions............................................................................................................................................9 Section 00120-Bidding Requirements and Procedures.................................................................19 00120.01 Receipt of Bids; Opening................................................................................................................19 00120.02 Prequalification of Bidders.............................................................................................................. 19 00120.03 Request for Solicitation Documents..............................................................................................19 00120.04 Pre-Bid Meeting................................................................................................................................19 00120.10 Bid Booklet........................................................................................................................................19 00120.15 Examination of Work Site and Solicitation Documents; Considerationof Conditions to be Encountered.........................................................................19 00120.16 Material, Equipment, and Method Substitutions.........................................................................20 00120.17 Use of Agency-Owned Land for Staging or Storage Areas........................................................20 00120.18 Contractor-Obtained Land for Staging or Storage Areas..........................................................21 00120.20 Interpretation of Quantities in Bid Schedule...............................................................................21 00120.25 Subsurface Investigations................................................................................................................21 00120.30 Changes to Plans,Specifications, or Quantities before Opening of Bids................................21 00120.40 Preparation of Bids...........................................................................................................................22 00120.45 Submittal of Bids..............................................................................................................................23 00120.60 Modification or Withdrawal of Bids..............................................................................................24 00120.65 Opening and Comparing Bids........................................................................................................24 00120.67 Bid Mistakes......................................................................................................................................24 00120.68 Low Tide Bids...................................................................................................................................25 00120.70 Rejection of Nonresponsive Bids..................................................................................................25 00120.80 Reciprocal Preference for Oregon Resident Bidders..................................................................26 00120.90 Disqualification of Bidders..............................................................................................................27 00120.91 Rejection of Bid on Grounds of Nonresponsibility of Bidder.................................................27 Section 00130 -Award and Execution of Contract......................................................................... 28 00130.00 Consideration of Bids......................................................................................................................28 00130.10 Award of Contract............................................................................................................................28 00130.15 Right to Protest Award....................................................................................................................29 00130.20 Cancellation of Award.....................................................................................................................29 00130.30 Contract Booklet..............................................................................................................................29 00130.40 Contract Submittals..........................................................................................................................30 00130.50 Execution of Contract and Bonds.................................................................................................30 00130.60 Failure to Execute Contract and Bonds........................................................................................31 00130.70 Release of Bid Guaranties...............................................................................................................31 00130.80 Project Site Restrictions...................................................................................................................31 TOC-1 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 00130.85 Tigard Business License...................................................................................................................31 00130.90 Notice to Proceed.............................................................................................................................31 Section00140 - Scope of Work........................................................................................................ 32 00140.00 Purpose of Contract.........................................................................................................................32 00140.10 Typical Sections................................................................................................................................32 00140.20 Thickness...........................................................................................................................................32 00140.30 Agency-Required Changes in the Work........................................................................................32 00140.40 Differing Site Conditions................................................................................................................33 00140.50 Environmental Pollution Changes.................................................................................................33 00140.60 Extra Work........................................................................................................................................33 00140.65 Disputed Work..................................................................................................................................33 00140.70 Cost Reduction Proposals...............................................................................................................33 00140.80 Use of Publicly Owned Equipment...............................................................................................35 00140.90 Final Trimming and Cleanup..........................................................................................................35 00140.95 "AS-BUILT" Drawings...................................................................................................................35 Section00150 - Control of Work..................................................................................................... 37 00150.00 Authority of the Engineer...............................................................................................................37 00150.01 Project Manager................................................................................................................................37 00150.02 Inspector's Authority and Duties...................................................................................................37 00150.10 Coordination of Contract Documents..........................................................................................38 00150.15 Construction Stakes,Lines, and Grades........................................................................................38 00150.20 Inspection..........................................................................................................................................39 00150.25 Acceptability of Materials and Work.............................................................................................39 00150.30 Delivery of Notices..........................................................................................................................40 00150.35 Submittals ..........................................................................................................................................40 00150.37 Equipment Lists and Other Submittals.........................................................................................44 00150.40 Cooperation and Superintendence by the Contractor................................................................44 00150.50 Cooperation with Utilities...............................................................................................................45 00150.53 Utilities and Existing Improvements.............................................................................................46 00150.55 Cooperation with Other Contractors............................................................................................48 00150.60 Construction Equipment Restrictions...........................................................................................48 00150.70 Detrimental Operations...................................................................................................................49 00150.75 Protection and Maintenance of Work During Construction.....................................................49 00150.80 Removal of Unacceptable and Unauthorized Work...................................................................49 00150.90 Final Inspection................................................................................................................................50 00150.91 Post-Construction Review...............................................................................................................50 00150.95 Final Acceptance...............................................................................................................................50 00150.96 Maintenance Warranties and Guarantees......................................................................................50 00150.97 Responsibility for Materials and Workmanship...........................................................................51 Section 00160 - Source of Materials................................................................................................ 52 00160.00 Definitions.........................................................................................................................................52 00160.01 Notification of Source of Supply and Materials...........................................................................52 00160.05 Qualified Products List (QPL) .......................................................................................................52 00160.10 Ordering, Producing,and Furnishing Materials...........................................................................52 00160.20 Preferences for Materials.................................................................................................................53 TOC-2 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 00160.30 Agency-Furnished Materials ...........................................................................................................53 00160.50 Agency-Controlled Land,limitations and Requirements............................................................54 00160.60 Contractor-Furnished Materials and Sources...............................................................................54 00160.70 Requirements for Plant Operations...............................................................................................55 00160.80 Requirements for Sources of Borrow and Aggregate.................................................................55 Section 00165 -Quality of Materials............................................................................................... 56 00165.00 General...............................................................................................................................................56 00165.01 Rejected Materials.............................................................................................................................56 00165.03 Testing by Agency............................................................................................................................56 00165.04 Costs of Testing................................................................................................................................56 00165.10 Materials Acceptance Guides..........................................................................................................56 00165.20 Materials Specifications and Test Method References................................................................56 00165.30 Field-Tested Materials......................................................................................................................57 00165.35 Nonfield-Tested Materials...............................................................................................................57 00165.50 Acceptance Sampling and Testing.................................................................................................58 00165.70 Use of Materials without Engineer's Acceptance........................................................................58 00165.75 Storage and Handling of Materials.................................................................................................58 00165.80 Measurement.....................................................................................................................................58 00165.90 Incidental Basis.................................................................................................................................58 Section 00170 -Legal Relations and Responsibilities.................................................................... 59 00170.00 General...............................................................................................................................................59 00170.01 Other Agencies Affecting Agency Contracts...............................................................................59 00170.02 Permits,Licenses,and Taxes..........................................................................................................61 00170.03 Furnishing Rights-of-Way,Easements and Permits....................................................................61 00170.04 Patents, Copyrights, and Trademarks............................................................................................61 00170.05 Assignment of Antitrust Rights......................................................................................................62 00170.07 Record Requirements.......................................................................................................................62 00170.10 Required Payments by Contractors...............................................................................................65 00170.20 Public Works Bond..........................................................................................................................66 00170.32 Protection of Navigable Waters.....................................................................................................66 00170.60 Safety,Health,and Sanitation Provisions.....................................................................................66 00170.61 Industrial Accident Protection........................................................................................................66 00170.62 Labor Nondiscrimination................................................................................................................66 00170.63 Payment for Medical Care...............................................................................................................66 00170.65 Minimum Wage and Overtime Rates for Public Works Projects..............................................67 00170.70 Insurance............................................................................................................................................69 00170.71 Independent Contractor Status......................................................................................................69 00170.74 Employee Drug Testing Program..................................................................................................69 00170.75 Oregon Tax Laws.............................................................................................................................69 00170.76 Subcontractors Nondiscrimination................................................................................................69 00170.78 Conflict of Interest...........................................................................................................................69 00170.79 Third Party Beneficiary....................................................................................................................70 00170.80 Responsibility for Damage to Work..............................................................................................70 00170.82 Responsibility for Damage to Property and Facilities.................................................................70 00170.85 Responsibility for Defective Work................................................................................................71 00170.89 Protection of Utility, Fire-control, and Railroad Property and Services;Repair; Roadway Restoration.........................................................................................72 TOC-3 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 00170.92 Fencing,Protecting Stock,and Safeguarding Excavations.........................................................73 00170.93 Trespass..............................................................................................................................................73 00170.94 Use of Explosives.............................................................................................................................73 Section00180 -Prosecution and Progress...................................................................................... 74 00180.00 Scope..................................................................................................................................................74 00180.05 Assignment/Delegation of Contract.............................................................................................74 00180.06 Assignment of Funds Due under the Contract............................................................................74 00180.10 Responsibility for Contract.............................................................................................................74 00180.15 Agency's Right to Do Work at Contractor's Expense................................................................74 00180.20 Subcontracting Limitations.............................................................................................................74 00180.21 Subcontracting..................................................................................................................................75 00180.22 Payments to Subcontractors and Agents of the Contractor......................................................77 00180.30 Materials,Equipment,and Work Force........................................................................................77 00180.31 Required Materials, Equipment, and Methods.............................................................................77 00180.40 Limitation of Operations.................................................................................................................78 00180.41 Project Work Schedules...................................................................................................................79 00180.42 Preconstruction Conference...........................................................................................................87 00180.43 Commencement and Performance of Work................................................................................87 00180.44 Project Meetings...............................................................................................................................87 00180.50 Contract Time to Complete Work.................................................................................................88 00180.60 Notice of Delay.................................................................................................................................90 00180.65 Rights-of-Way and Access Delays.................................................................................................90 00180.70 Suspension of Work.........................................................................................................................90 00180.80 Adjustment of Contract Time........................................................................................................91 00180.85 Failure to Complete on Time;Liquidated Damages...................................................................93 00180.90 Termination of Contract and Substituted Performance.............................................................93 Section 00190 -Measurement of Pay Quantities............................................................................ 96 00190.00 Scope..................................................................................................................................................96 00190.10 Measurement Guidelines.................................................................................................................96 00190.20 Contractor to Provide Vehicle Weigh Scales................................................................................97 00190.30 Plant Scales......................................................................................................................................100 Section00195 -Payment................................................................................................................101 00195.00 Scope and Limit..............................................................................................................................101 00195.10 Payment For Changes in Materials Costs...................................................................................101 00195.13 Asphalt Cement Material Price Escalation/De-Escalation Clause.........................................101 00195.20 Changes to Plans or Character of Work.....................................................................................102 00195.30 Differing Site Conditions..............................................................................................................102 00195.40 Unreasonable Delay by the Agency.............................................................................................102 00195.50 Progress Payments and Retained Amounts................................................................................103 00195.60 Advance Allowance for Materials on Hand................................................................................106 00195.70 Payment under Terminated Contract..........................................................................................108 00195.80 Allowance for Materials Left on Hand........................................................................................108 00195.90 Final Payment..................................................................................................................................109 00195.95 Error in Final Quantities and Amounts......................................................................................110 TOC-4 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 Section 00196 -Payment for Extra Work....................................................................................... 111 00196.00 General.............................................................................................................................................111 00196.10 Negotiated Price.............................................................................................................................111 00196.20 Force Account.................................................................................................................................111 Section 00197 - Payment for Force Account Work........................................................................112 00197.00 Scope................................................................................................................................................112 00197.01 Extra Work on Force Account Basis...........................................................................................112 00197.10 Materials...........................................................................................................................................112 00197.20 Equipment.......................................................................................................................................113 00197.30 Labor................................................................................................................................................114 00197.80 Percentage Allowances..................................................................................................................115 00197.90 Billings..............................................................................................................................................115 Section 00199 -Disagreements,Protest and Claims.....................................................................116 00199.00 General.............................................................................................................................................116 00199.10 Procedure for Resolving Disagreements.....................................................................................116 00199.15 Inappropriate Protest or Claim ...................................................................................................116 00199.20 Protest Procedure...........................................................................................................................116 00199.30 Claims Procedure............................................................................................................................118 00199.40 Claim Decision;Review; Exhaustion of Adminstrative Remedies.........................................121 00199.50 Mediation.........................................................................................................................................123 00199.60 Review of Determination Regarding Records............................................................................123 TOC-5 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 PART 00100 - GENERAL CONDITIONS Section 00110- Organization, Conventions,Abbreviations, and Definitions 00110.00 Organization of Specifications-The Specifications are comprised of the following: A. The "General Conditions for Construction for the City of Tigard," published by the Agency, which contain Part 00100 "General Conditions", which deal with the solicitation process and contractual relationships; B. The"2018-Oregon Standard Specifications for Construction,"which contain Parts 00200 through 03000, published by the Oregon Department of Transportation which contain the detailed "Technical Specifications" involved in prosecution of the Work,organized by subject matter;and C. The Special Provisions. In addition,throughout the Specifications: A. Each Part is divided into Sections and Subsections. B. Reference to a Section includes all applicable requirements of the Section. C. When referring to a Subsection, only the number of the Subsection is used; the word "Subsection" is implied. D. Where Section and Subsection numbers are not consecutive,the interval has been reserved for use in the Special Provisions or future expansion of the Standard Specifications. 00110.05 Conventions Used Throughout the Specifications Include: A. Grammar-The "General Conditions for Construction for the City of Tigard", part 00100 "General Conditions", is written in the indicative mood, in which the subject is expressed. The "2015 Oregon Standard Specifications for Construction", published by the Oregon Department of Transportation, which contain parts 00200 through 03000,the detailed"Technical Specifications",are generally written in the imperative mood,in which the subject is implied. Therefore, throughout Parts 00200 through 03000, and on the Plans: 1. The subject, "the Contractor",is implied. 2. "Shall' refers to action required of the Contractor, and is implied. 3. "Will'refers to decisions or actions of the Agency and/or the Engineer. 4. The following words, or words of equivalent meaning,refer to the actions of the Agency and/or the Engineer, unless otherwise stated: "allowed", "directed", "established", "permitted", "ordered", "designated", "prescribed", "required", "determined". 5. The words "approved", "acceptable", "authorized", "satisfactory", "suitable", "considered", and "rejected", "denied", "disapproved", or words of equivalent meaning, mean by or to the Agency and/or the Engineer, subject in each case to Section 00150 of the General Conditions. 6. The words "as shown", "shown", "as indicated", or"indicated" mean"as indicated on the Plans". 7. Certain Subsections labeled"Payment" contain statements to the effect that"payment will be made at the Contract amounts for the following items" (followed by a list of items). In such cases the Agency shall pay for only those Pay Items listed in the Schedule of Items. B. Capitalization of Terms - Capitalized terms, other than titles, abbreviations, and grammatical usage, indicate that they have been given a defined meaning in the Standard Specifications. Refer to Section 00110.20 "Definitions". Defined terms will always be capitalized in Part 00100; in Parts 00200 through 5 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 03000, defined terms will generally not be capitalized, with the notable exception of "the Contractor", "the Agency", and "the Engineer'. C. Punctuation-In this publication the'outside method" of punctuation is employed for placement of the comma and the period with respect to quotation marks. Only punctuation that is part of the quoted matter is placed within quotation marks. D. References to Laws, Acts, Regulations, Rules, Ordinances, Statutes, Orders, and Permits - References are made in the text of the Specifications to "laws", "acts", "rules", "statutes", "regulations", "ordinances",etc. (collectively referred to for purposes of this Subsection as "Law"),and to "orders" and "permits" (issued by a governmental authority,whether local,State,or federal,and collectively referred to for purposes of this Subsection as"Permits"). Reference is also made to"applicable laws and regulations". The following conventions apply in interpreting these terms,as used in the Specifications. 1. Statues and Rules — Oregon Revised Statutes (ORS) and Oregon Administrative Rules (OAR) referenced in the Specifications are accessible on line, including through the Oregon Legislative Counsel Committee web site and through the Oregon Secretary of State Archives Division web site. 2. Law—In each case, unless otherwise expressly stated therein, the Law is to be understood to be the current version in effect. This also applies where a specific Law is referenced or cited, regardless of whether the text of the Law has been included in the Specifications or not, and regardless of whether the text of the Law has been summarized or paraphrased. In each case, the current version of the Law is applicable under any Contract. The reader is therefore cautioned to check the actual text of the Law to confirm that the text included in the Specifications has not been modified or superseded. 3. Permits - Orders and Permits issued by a Government agency may be modified during the course of performing the Work under a Contract. Therefore,wherever the term"Order' or"Permit'is used in the Specifications,it is intended to refer to the then-current version. That version may be embodied in a modified,superseding order or permit,or it may consist of all terms and conditions of prior orders or permits that have not been superseded, as well as the additional terms added by amendment or supplement. In certain cases,the orders and/or permits are identified by name in the Specifications; in other cases the terms are used in the generic sense. The reader is cautioned to check the text(s) of each order and permit identified either by name or by generic reference. 4. Applicable Laws and Regulations -Where the phrase "applicable laws and regulations" appears, it is to be understood as including all applicable laws, acts, regulations, administrative rules, ordinances, statutes,and orders and permits issued by a governmental or regulatory authority. 6 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 00110.10 Abbreviations -Following are meanings of abbreviations used in the Standard Specifications, in the Special Provisions, on the Plans, and in other Contract Documents. Other abbreviations and meanings of abbreviations may be in the individual Sections of the Standard Specifications to which they apply, in the Special Provisions, and in OAR 731-005 and OAR 731-007. AAR - Association of American Railroads AASHTO- American Association of State Highway and Transportation Officials ABC - Associated Builders and Contractors,Inc. AC - Asphalt Concrete ACI - American Concrete Institute ACP - Asphalt Concrete Pavement ACWS - Asphalt Concrete Wearing Surface AGC - Associated General Contractors of America AIA - American Institute of Architects AISC - American Institute of Steel Construction AISI - American Iron and Steel Institute AITC - American Institute of Timber Construction ANSI - American National Standards Institute APA - Engineered Wood Association APWA - American Public Works Association AREMA - American Railway Engineering and Maintenance of Right-of-Way Association ASCE - American Society of Civil Engineers ASME - American Society of Mechanical Engineers ASTM - American Society for Testing and Materials ATPB - Asphalt Treated Permeable Base AWG - American Wire Gauge AWPA - American Wood Protection Association AWS - American Welding Society AWWA - American Water Works Association CAgT - Certified Aggregate Technician CAT-I - Certified Asphalt Technician I CAT-II - Certified Asphalt Technician 11 CBM - Certified Ballast Manufacturers CCO - Contract Change Order CCT - Concrete Control Technician CDT - Certified Density Technician CEBT - Certified Embankment and Base Technician CMDT - Certified Mixture Design Technician CPF - Composite Pay Factor CRSI - Concrete Reinforcing Steel Institute CFR - Code of Federal Regulations CS - Commercial Standard, Commodity Standards Division,U.S.Department of Commerce 131.1 - Structural Welding Code -Steel,American Welding Society,current edition D1.5 - Bridge Welding Code,American Welding Society, current edition DBE - Disadvantaged Business Enterprise DEQ - Department of Environmental Quality,State of Oregon 7 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 DOGAMI - Department of Geology and Mineral Industries, State of Oregon DSL - Department of State Lands, State of Oregon EAC - Emulsified Asphalt Concrete EPA - U.S. Environmental Protection Agency ESCP - Erosion and Sediment Control Plan FHWA - Federal Highway Administration,U.S. Department of Transportation FSS - Federal Specifications and Standards, General Services Administration GSA - General Services Administration ICEA - Insulated Cable Engineers Association (formerly IPCEA) IES - Illuminating Engineering Society IMSA - International Municipal Signal Association ISO - International Standards Organization ITE - Institute of Transportation Engineers JMF - Job Mix Formula MFTP - Manual of Field Test Procedures (ODOT) MIL - Military Specifications MSC - Minor Structure Concrete MUTCD - Manual on Uniform Traffic Control Devices for Streets and Highways, FHWA, U.S. Department of Transportation NEC - National Electrical Code NEMA - National Electrical Manufacturer's Association NESC - National Electrical Safety Code NIST - National Institute of Standards and Technology NPDES - National Pollutant Discharge Elimination System NPS - Nominal Pipe Size (dimensionless) OAR - Oregon Administrative Rules ODA - Oregon Department of Agriculture ODOT - Oregon Department of Transportation ORS - Oregon Revised Statutes OR- - Oregon Occupational Safety and Health Division of the Department of Consumer and OSHA Business Services OSHA - Occupational Safety and Health Administration,U.S.Department of Labor PCA - Portland Cement Association PCC - Portland Cement Concrete PCI - Precast/Prestressed Concrete Institute PCP - Pollution Control Plan PF - Pay Factor of a constituent PLS - Professional Land Surveyor PMBB - Plant Mixed Bituminous Base PTI - Post-Tensioning Institute PUC - Public Utility Commission, State of Oregon QA - Quality Assurance QC - Quality Control QCT - Quality Control Technician QL - Quality Level QPL - Qualified Products List 8 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 RAP - Reclaimed Asphalt Pavement REA - Rural Electrification Administration,U.S. Department of Agriculture RMA - Radio Manufacturers Association or Rubber Manufacturers Association SAE - Society of Automotive Engineers SI - International System of Units (Systeme Internationale) SRCM - Soil and Rock Classification Manual (ODOT) SSPC - Society for Protective Coatings T - Tolerances,AASHTO Test Method TM - Test Method (ODOT) TV - Target Value UBC - Uniform Building Code (as adopted by the State of Oregon) UL - Underwriters Laboratory,Inc. UPC - Uniform Plumbing Code (as adopted by the State of Oregon) USC - United States Code WAQTC - Western Alliance for Quality Transportation Construction WCLIB - West Coast Lumber Inspection Bureau WWPA - Western Wood Products Association 00110.20 Definitions -Following are definitions of words and phrases used in the Standard Specifications, in the Special Provisions, on the Plans, and in other Contract Documents. Other definitions may be in the individual Sections of the Standard Specifications to which they apply, in the Special Provisions, and in OAR 731-005 and OAR 731-007. Act of God or Nature-A natural phenomenon of such catastrophic proportions or intensity as would reasonably prevent performance. Addendum-A written or graphic modification,issued before the opening of Bids,which revises,adds to,or deletes information in the Solicitation Documents or previously issued Addenda. Additional Work-Increased quantities of any Pay Item,within the scope of the Contract, for which a unit price has been established. Advertisement-The public announcement (Notice to Contractors, Invitation to Bid or Advertisement for Bids) inviting Bids for Work to be performed or Materials to be furnished. Agency-The City of Tigard, a municipal corporation of the State of Oregon, which has entered into a Contract with the Contractor. Agency-Controlled Lands -Lands owned by the Agency, or controlled by the Agency under lease or agreement, or under the jurisdiction and control of the Agency for the purposes of the Contract. Aggregate- Rock of specified quality and gradation. Attorney in Fact-An Entity appointed by another to act in its place, either for some particular purpose, or for the transaction of business in general. Award-Written notification to the Bidder that the Bidder has been awarded a Contract. 9 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 Base -A Course of specified material of specified thickness placed below the Pavement. Bid -A competitive offer,binding on the Bidder and submitted in response to an invitation to bid. Bid Bond -The Surety bond for Bid guarantee. Bid Booklet-The information included in the Solicitation Documents that contain the information identified in 00120.10. Bid Closing-The date and time after which Bids,Bid modifications, and Bid withdrawals will no longer be accepted. Bid Documents - See under Solicitation Documents. Bid Opening -The date and time Bids are opened. Bid Schedule -The list of Pay Items,their units of measurement,and estimated quantities. (When a Contract is awarded, the Bid Schedule becomes the Schedule of Items.) Bid Section-The portion of the Bid Booklet containing all pages after the Bidder's checklist and before the appendix. Bidder-An Entity that submits a Bid in response to an invitation to bid. Bike Lane-A lane in the Traveled Way, designated by striping and Pavement markings for the preferential or exclusive use of bicyclists. Borrow-Material lying outside of planned or required Roadbed excavation used to complete Project earthwork. Boulders -Particles of rock that will not pass a 12 inch square opening. Bridge -A single or multiple span Structure, including supports, that carries motorized and non-motorized vehicles, pedestrians, or utilities on a Roadway,walk, or track over a watercourse,highway,railroad,or other feature. Buttress -A rock fill placed at the toe of a landslide or potential landslide in order to resist slide movement. Calendar Day-Any day shown on the calendar, beginning and ending at midnight. Camber-A slight arch in a surface or Structure to compensate for loading. Change Order-A written order issued by the Engineer to the Contractor modifying Work required by the Contract, or adding Work within the scope of the Contract, and, if applicable, establishing the basis of payment for the modified Work. Changed Work-Work included in a Pay Item and within the scope of the Contract that is different from that reflected in the Contract Documents. (see 00140.30) 10 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 Class of Project -A designation based on a Project's funding source,i.e.,State or Federal-Aid. Class of Work-A designation referring to the type of Work in which Bidders must be pre-qualified, if prequalification is required Clay- Soil passing a No.200 sieve that can be made to exhibit plasticity(putty-like properties)within a range of water contents. Clear Zone -Roadside border area, starting at the edge of the Traveled Way,that is available for safe use by errant vehicles. Establishing a minimum width Clear Zone implies that rigid objects and certain other hazards within the Clear Zone should be relocated outside the Clear Zone, or shielded, or remodeled to make them break away on impact or be safely traversable. Close Conformance -Where working tolerances are given on the Plans or in the Specifications, Close Conformance means compliance with those tolerances. Where working tolerances are not given, Close Conformance means compliance,in the Engineer's judgment,with reasonable and customary manufacturing and construction tolerances. Coarse Aggregate - Crushed Rock or crushed Gravel retained on a 1/4 inch sieve,with allowable undersize. Cobbles -Particles of Rock, rounded or not, that will pass a 12 inch square opening and be retained on a 3 inch sieve. Commercial Grade Concrete - Concrete furnished according to Contractor proportioning,placed in minor Structures and finished as specified. Conduct Disqualification-A disqualification under ORS 279C.440. Contract-The written agreement between the Agency and the Contractor, including without limitation all Contract Documents, describing the Work to be completed and defining the rights and obligations of the Agency and the Contractor. Contract Amount (Contract Price) -Sum of the Pay Item amounts computed by multiplying the Pay Item quantities by the unit prices in the Schedule of Items. Contract Day -A day counted for purposes of charging Contract Time. Contract Documents - Solicitation Documents, Specifications, Standard and Supplemental Drawings, Contract Booklet, Change Orders, Force Account Work orders, pay documents issued by the Agency, Materials certifications, Project Work schedules, final estimate, written orders and authorizations issued by the Agency, Material source development and reclamation plans, and permits, orders and authorizations obtained by the Contractor or Agency applicable to the Project, as well as all documents incorporated by reference therein. Contract Time -The amount of time allowed to complete the Work under the Contract. Contractor -The Entity awarded the Contract according to the solicitation. Correction Period -Period from Second Notification to Final Acceptance as per subsection 00170.85B. 11 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 Course -A specified Surfacing Material placed in one or more Lifts to a specified thickness. Coverage - One Pass by a piece of Equipment over an entire designated area. Cross Section-The exact image formed by a plane cutting through an object, usually at right angles to a central axis,to determine area. Day-A Calendar Day including weekdays,weekends, and holidays,unless otherwise specified. Defective -An adjective which when modifying the word "Work" refers to work that: (1) is unsatisfactory, faulty or deficient; (2) does not conform to the Contract Documents; (3) does not meet the requirements of any inspection, test for approval referred to in the Contract Documents; or (4) has been damaged prior to Engineer's recommendation for final payment. Design Professional -The individual or entity named in the Special Provisions who designed part or all of the Project and who, by contract, has been assigned duties and responsibilities to assist Agency and Project Manager in administration of the Contract. Digital Signature - A form of electronic signature that is registered with a certification authority, e.g., VeriSign or similar digital signature software company,which requires a password to be entered in order to generate the digital signature upon the electronic document. Once the digital signature is applied, any alteration of the document results in the elimination of the digital signature on the document. Disqualification -The preclusion of a Person from contracting with a Contracting Agency for a period of time in accordance with OAR 137-049-0370. Drawings (Plans) - Standard and Project Drawings, and approved unstamped and reviewed and accepted stamped Shop Drawings and Deferred Submittals. (see 00150.10 and 00150.35) Durable Rock-Rock that has a slake durability index of at least 90% based on a two-cycle slake durability test, according to ASTM D 4644. In the absence of test results, the Engineer may evaluate the durability visually. Emulsified Asphalt- Emulsified asphalt cement. Emulsified Asphalt Concrete -A mixture of Emulsified Asphalt and graded Aggregate. Engineer- Project Manager—See Project Manager. Entity-A natural person capable of being legally bound, sole proprietorship, limited liability company, corporation,partnership,limited liability partnership,limited partnership,profit or nonprofit unincorporated association, business trust, two or more persons having a joint or common economic interest, or any other person with legal capacity to contract,or a government or governmental subdivision. Equipment -All machinery, tools, manufactured products, and fabricated items needed to complete the Contract or specified for incorporation into the Work. Establishment Period -The time specified to assure satisfactory establishment and growth of planted Materials. 12 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 Existing Surfacing-Pavements, slabs, curbs,gutters,walks,driveways, and similar constructions of bricks, blocks, Portland cement concrete, bituminous treated materials, and granular surfacing materials on existing Highways. Extra Work-Work not included in the Contract, but deemed by the Engineer to be necessary to complete the Project. Field Order—A written order issued by the Engineer which requires minor changes in the Work but which may not involve a change in the Contract Amount or the Contract Times. Final Acceptance -Written confirmation by the Agency that the Project has been completed according to the Contract including all corrective work identified by the Agency during the Correction Period, with the exception of latent defects and Warranty obligations,if any, and has been accepted. Final Inspection -The inspection conducted by the Engineer to determine that the Project has been completed according to the Contract. Fine Aggregate -Crushed Rock, crushed Gravel, or Sand that passes a 1/4 inch sieve, with allowable oversize. First Notification-Written Notice to Proceed issued to the Contractor by the Engineer. Force Account Work-Items of Extra Work ordered by the Engineer that are to be paid according to Section 00197. Granular Material - Graded and selected free-draining material composed of particles of Rock, Sand, and Gravel. Gravel-Particles of Rock,rounded or not, that will pass a 3 inch sieve and be retained on a No. 4 sieve. Highway-Every road,street,thoroughfare and place,including bridges,viaducts and other structures within the boundaries of the State, open,used or intended for use by vehicular traffic. Incidental-A term identifying those acts, services, transactions, property, Equipment, labor, Materials, or other items for which the Agency will make no separate or additional payment. Inspector-The representative of the Engineer authorized to inspect and report on Contract performance. Leveling- Placing a variable-thickness Course of Materials to restore horizontal and vertical uniformity to existing Pavements,normally continuous throughout the Project. Lift-The compacted thickness of material placed by Equipment in a single Pass. Local Contracting Review Board—The City Council of the City of Tigard (Agency). Mandatory Source -A material source provided by the Agency from which the Contractor is required to obtain Materials. (see 00160.0013 and 00160.40) Materials -Any natural or manmade substance specified for use in the construction of the Project or for incorporation into the Work. 13 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 Median -The portion of a divided Highway separating traffic traveling in opposite directions. Milestone - A principal event or activity specified in the Contract Documents relating to an intermediate completion date or time prior to Substantial Completion of all the Work. Multiple Course Construction-Two or more Courses, exclusive of Patching or Leveling, placed over the entire Roadway width. Multi-Use Path -That portion of the Highway Right-of-Way or a separate Right-of-Way, physically separated from motor vehicle traffic and designated for use by pedestrians,bicyclists and other non-motorized users. Neat Line-Theoretical lines specified or indicated on the Plans for measurement of quantities. Nondurable Rock-Rock that has a slake durability index of less than 90% based on a two-cycle slake durability test, as tested by ASTM D 4644, or Rock that is observed to readily degrade by air, water, and mechanical influence. Notice to Contractors-The public announcement inviting Bids for Work to be performed or Materials to be provided. Notice to Proceed-Written notice authorizing the Contractor to begin performance of the Work. On-Site Work-Any Work taking place on the Project Site,including designated staging areas adjacent to the Project Site,except for installation of covered temporary signs according to Section 00225. Organic Soil-A Soil with sufficient organic content to influence the Soil properties. Panel-The width of specified Material being placed by Equipment in a single Pass. Pass - One movement of a piece of Equipment over a particular location. Patching-Placing a variable-thickness Course of Materials to correct sags,dips,and/or bumps to the existing grade and Cross Section,normally intermittent throughout the Project. Pavement-Asphalt concrete or Portland cement concrete placed for the use of motor vehicles, bicycles, or pedestrians on Roadways, Shoulders,Multi-Use Paths and parking areas. Pay Item (Contract Item) -A specific unit of Work for which a price is provided in the Contract. Payment Bond-The approved security furnished by the Contractor's Surety as a guaranty of the Contractor's performance of its obligation to pay promptly in full all sums due for Materials, Equipment, and labor furnished to complete the Work. Peat -A Soil composed primarily of vegetative matter in various stages of decomposition, usually with an organic odor, dark brown to black color,and a spongy consistency. Performance Bond-The approved security furnished by the Contractor's Surety as a guaranty of the Contractor's performance of the Contract. 14 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 Project-The sum of all Work to be performed under the Contract. Project Drawings -The Agency-prepared detailed drawings for Work or methods of construction that are Project specific, and are denoted by title in the Project tide block. Project Manager—The Agency's representative assigned by the Agency to administer the Contract and who assumes the responsibilities,duties and authorities of the Project Manager(Engineer) as indicated throughout the Contract Documents. Project Site -The geographical dimensions of the real property on which the Work is to be performed, including designated contiguous staging areas. Prospective Source -A Material source provided by the Agency, from which the Contractor has the option of obtaining Materials. (see 00160.00A and 00160.40) Publicly-Owned Equipment-Equipment acquired by a state,county,municipality or political subdivision primarily for use in its own operations. Public Traffic-Vehicular or pedestrian movement,not associated with the Contract Work,on a public way. Railroad -Publicly or privately owned rail carriers, including passenger, freight, and commuter rail carriers, their tenants,and licensees. Also,Utilities that jointly own or use such facilities. Right-of-Way-Land, property, or property interest, usually in a strip, acquired for or devoted to transportation or other public works purposes. Roadbed- Completed excavations and embankments for the Subgrade, including ditches, side slopes, and slope rounding,if any. Roadside -The area between the outside edges of the Shoulders and the Right-of-Way boundaries. Unpaved median areas between inside Shoulders of divided Highways and infield areas of interchanges are included. Roadway-That portion of a Highway improved, designed, or ordinarily used for vehicular travel, exclusive of the berm or Shoulder. If a Highway includes two or more separate Roadways,the term "Roadway" refers to any such Roadway separately,but not to all such Roadways collectively. (see Traveled Way) Rock-Natural deposit of solid material composed of one or more minerals occurring in large masses or fragments. Schedule of Items -The list of Pay Items,their units of measurement,estimated quantities, and prices. Schedule of Values -The breakdown of the values of the component elements comprising a lump sum Pay Item. Second Notification -Written acknowledgment by the Engineer of Substantial Completion of a Milestone or of the Work according to 00180.50G. Shoulder-The part of a Roadbed contiguous to the Traveled Way or Roadway,whether paved or unpaved, for accommodating stopped vehicles, for emergency use and for lateral support of Base and surface Courses. 15 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 Silt - Soil passing a No. 200 sieve that is nonplastic or exhibits very low plasticity. Single Course Construction-A wearing Course only,not including patching or leveling Courses or partial width Base Course. Slope -Vertical distance to horizontal distance,unless otherwise specified. Soil-Accumulations of particles produced by the disintegration of Rock,which sometimes contains organic matter. Particles may vary in size from Clay to Boulders. Solicitation Documents -Documents which define the procurement of a public improvement Project, including, but not limited to, the Bid Booklet, Contract Booklet, Agency-provided Plans, Standard Specifications, Special Provisions, Addenda, and which includes all documents incorporated by reference. May also be called Bid Documents. Special Provisions -The special directions, provisions, and requirements specific to a Project that supplement or modify the Standard Specifications. Permits and orders governing the Project that are issued directly to the Agency by a governmental or regulatory authority are considered to be part of the Special Provisions, to the extent and under the conditions stipulated in the Special Provisions. Specifications -The Standard Specifications and Special Provisions, together with all provisions of other documents incorporated therein by reference. Standard Drawings -The Agency-prepared detailed drawings for Work or methods of construction that normally do not change from project to project. Standard Specifications—The "General Conditions for Construction for the City of Tigard" published by the Agency, and the "2018 Oregon Standard Specifications for Construction", Parts 00200 through 03000, "Technical Specifications", published by the Oregon Department of Transportation as amended by the Agency. It provides directions, provisions, and requirements necessary for performing public improvement projects. State -The State of Oregon. Structures -Bridges, retaining walls, endwalls, cribbing, buildings, culverts, manholes, catch basins, drop inlets, sewers, service pipes, underdrains, foundation drains, and other similar features which may be encountered in the Work. Subbase -A Course of specified material of specified thickness between the Subgrade and a Base. Subcontractor-An Entity having a direct contract with the Contractor or another Subcontractor,to perform a portion of the Work. Subgrade -The top surface of completed earthwork on which Subbase, Base, Surfacing, Pavement, or a Course of other Material is to be placed. Substantial Completion —The time at which the Work (or a specified part thereof) has progressed to the point where, in the opinion of Engineer, the Work (or specified part thereof) is sufficiently complete, in 16 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 accordance with the Contract Documents, so that the Work (or a specified part thereof) can be utilized for the purposes for which it is intended. Substructure -Those parts of a Structure which support the Superstructure, including bents, piers, abutments, and integrally built wingwalls,up to the surfaces on which bearing devices rest. Substructure also includes portions above bearing surfaces when those portions are built integrally with a Substructure unit(e.g., backwalls of abutments). When Substructure and Superstructure elements are built integrally, the division between Substructure and Superstructure is considered to be at the bottom soffit of the longitudinal or transverse beam,whichever is lower. Culverts and rigid frames are considered to be entirely Substructure. Superstructure -Those parts of a Structure above the Substructure,including bearing devices. Supplier-The Entity that furnishes goods to be incorporated into the Work. Surety-The Entity that issues the bond. Surfacing-The Course or Courses of material on the Traveled Way, auxiliary lanes, Shoulders, or parking areas for vehicle use. Third Notification-Written acknowledgment by the Engineer, subject to Final Acceptance, that as of the date of the notification the Contractor has achieved Final Completion of the Project according to the Contract, including without limitation completion of all minor corrective work, Equipment and plant removal, site clean-up,and submittal of all certifications,bills, forms and documents required under the Contract. Ton- One short ton of 2,000 pounds (Ton,ton,Tn, or T). Topsoil- Soil ready for use in a planting bed. Traffic Lane -That part of the Traveled Way marked for moving a single line of vehicles. Traveled Way-That part of the Highway for moving vehicles, exclusive of berms and Shoulders. Typical Section-That Cross Section established by the Plans which represents in general the lines to which the Contractor shall work in the performance of the Contract. Unsuitable Material- Frozen material, or material that contains organic matter, muck,humus,peat, sticks, debris, chemicals,toxic matter,or other deleterious materials not normally suitable for use in earthwork. Utility-A line, facility, or system for producing, transmitting, or distributing communications, power, electricity, heat,gas,oil,water, steam,waste, storm water not connected with highway drainage,or any other similar commodity which directly or indirectly serves the public. The term may also mean the utility company, district, or cooperative owning and operating such facilities, including any wholly-owned or controlled subsidiary. Warranty Bond -The approved security furnished by the Contractor's, Subcontractor's, Manufacturer's, Installer's or Supplier's Surety as a guaranty of performance of their respective warranty obligations. Work-The furnishing of all Materials,Equipment,labor, and Incidentals necessary to successfully complete any individual Pay Item or the entire Contract, and the discharge of duties and obligations imposed by the Contract. 17 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00110 Work Change Directive—A written statement to Contractor issued on or after the Date of the Agreement and signed by Agency and recommended by Engineer ordering an addition,deletion,or revision in the Work, or responding to differing or unforeseen subsurface or physical conditions under which the Work is to be performed or to emergencies. A Work Change Directive will not change the Contract Amount or the Contract Times but is evidence that the parties expect that the change ordered or documented by a Work Change Directive will be incorporated in a subsequently issued Change Order following negotiations by the parties as to its effect,if any,on the Contract Amount or Contract Times. Work Day-Every Calendar day excluding Saturdays, Sundays and legal holidays as listed in ORS187.010. Worker-Any person performing work under the contract, including employees of the Contractor or subcontractor, and persons having full or partial ownership of the Contractor or subcontractor. (This definition is not intended to nor does it alter the definition or meaning of the term "worker" as used in any applicable laws or regulations,including but not limited to for purposes of paying prevailing wage rates.) Working (Shop) Drawings -Supplemental Plans, not furnished by the Agency, that the Contractor is required to submit to the Engineer. (see 00150.35) Workplace Violence -Any act of physical,verbal or written aggression by an individual in or related to the work place and/or project sites. This includes,but is not limited to,verbal abuse, threats or intimidation and physical intimidation, assault or battery by a worker or former worker. Work place violence may also include destruction or abuse of property. 18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00120 Section 00120 - Bidding Requirements and Procedures 00120.01 Receipt of Bids; Opening- See Special Provisions. 00120.02 Prequalification of Bidders -See Special Provisions. 00120.03 Request for Solicitation Documents -See Special Provisions. 00120.04 Pre-Bid Meeting—See Invitation to Bid Document for Pre-Bid Site Visit. 00120.10 Bid Booklet—The Bid Booklet may include,but is not limited to: A. Advertisement for Bids B. Bidder's checklist C. Bid Section D. Appendix, which includes required time-sensitive forms, DBE information, sample forms, and other informational pages The Bid Section includes all pages after the Bidder's checklist and before the appendix. The Bid Section may include,but is not limited to: A. Description and location of the proposed Project B. Time, date, and location for opening Bids C. Project completion time D. Class of Project(i.e.,Federal-Aid or State) E. Class of Work F. Bid statement G. Certificate of non-collusion H. Certificate of Nondiscrimination 1. Certificate of noninvolvement in any debarment or suspension (for Federal-Aid Projects) J. Certificate regarding lobbying activities (for Federal-Aid Projects) K. Certificate of residency (for State Projects) L. Certificate of compliance with Oregon tax laws M. Bid Schedule N. Acknowledgement of Addenda O. Identification of Bidder(s) and Sureties P. Bid signature page Q. Bid Bond form R. First-tier Subcontractor Disclosure form Depending on the Class of Project, other certificates or statements may be bound within the Bid Section. Plans, Specifications, and other documents referred to in the Bid Section will be considered part of the Bid. 00120.15 Examination of Work Site and Solicitation Documents; Consideration of Conditions to be Encountered-Before submitting a Bid, Bidders shall make a careful visual examination of the site of the proposed Work, the Bid Booklet, Plans, and Specifications. Bidders shall also review any subsurface investigation material referenced in 00120.25 that may be available and conduct additional investigation of any unusual condition apparent during the visual site examination. As soon as reasonably practicable after noting any such unusual condition,Bidder shall notify Agency,in writing, of any such unusual condition and the additional investigation undertaken by Bidder. Submission of a Bid will constitute confirmation that the Bidder has examined the Project Site and finds the Plans and Specifications to be sufficiently detailed and 19 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00120 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. The Bidder is responsible for loss or unanticipated costs suffered by the Bidder because of the Bidder's failure to fully examine the site and 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. Any clarification of Plans and Specifications needed by the Bidder shall be requested in writing by e-mail through the Engineer. Notification of erroneous or incomplete Plans or Specifications shall also be submitted to the Engineer. Unless the procurement period is shorter than one week, notifications and requests for changes or clarification shall be submitted at least seven Days prior to the date of Bid Closing. The Agency will respond to each request at least 72 hours prior to the date of Bid Closing. If the Procurement period is less than seven Days, requests shall be submitted within one Day after the Procurement is issued and the Agency will issue its response to each such request at least 24 hours prior to Bid Closing. Failure to timely request clarification or changes shall be deemed acceptance of all of the terms and conditions of the Procurement. 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 Agency must be made by written Addendum furnished to all Holders of Bidding Plans according to 00120.30. 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. Substitution after execution of the Contract is specified in 00180.31B,00180.31C,and 00180.31D. 00120.17 Use of Agency-Owned Land for Staging or Storage Areas -The Contractor may use Agency- 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 as long as such use does not unduly impede other legitimate users of the Right-of-Way or adjacent properties. Where the Agency 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 Agency-owned property outside of normal Right-of-Way limits for the Project without the approval of the Engineer. 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 Agency-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 Agency-owned property, and shall: 1. Not cause unreasonable impacts on traffic and other facility users. 2. Clean up all hazardous materials deposited by,or resulting from, Contractor operations. 3. Be responsible for all costs associated with use of the property. 20 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00120 00120.18 Contractor - Obtained Land for Staging or Storage Areas -Contractor shall provide for all additional lands and access thereto that may be required for temporary construction facilities, or storage or staging of materials and equipment. A. Within five (5) days of Contractor executing an agreement with property owners of land for Contractor's use,provide Agency with a copy of such agreement. B. In the event of claims or disputes between Contractor and property owner, Contractor shall indemnify and defend the Agency,its officers,agents and employees in conformance with the Public Improvement Contract,Article 7—Indemnification. 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 Agency 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. 00120.25 Subsurface Investigations -If the Agency or its consultant has conducted subsurface or geologic investigations of the proposed Project Site or contiguous to the Project Site,the results of the investigations may be included in written geotechnical data reports. If geotechnical data reports have been prepared, such reports may be included in the Solicitation Documents and shall be considered as part of the Contract Documents to the extent that the Contractor may rely upon the accuracy of the technical data contained in such reports. If the Agency has retained subsurface samples,they will also be available for inspection. Bidders and the Contractor may make arrangements for viewing the samples through the Engineer's office. The availability of subsurface information from the Agency 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: A. The subsurface investigations made by the Agency are for the purpose of obtaining data for planning and design of the Project B. The data for individual test boring logs apply only to that particular boring and is not intended to be conclusive as to the character of any material between or around test borings. C. If Bidders use this information in preparing a Bid,it is used at their own risk,and Bidders are responsible for all conclusions,deductions,and inferences drawn from this information. D. Contractor may not rely upon or make any claim against Owner or Engineer, or any of their officers, directors, members, partners, employees, consultants, or subcontractors with respect to any Contractor interpretation of or conclusion drawn from any technical data or any such other data, interpretations, opinions,or information 00120.30 Changes to Plans, Specifications, or Quantities before Opening of Bids -The Agency reserves the right to issue Addenda making changes or corrections to the Plans, Specifications, or quantities. Only holders of Solicitation Documents obtained from the Agency's office who have been identified by the Agency as Holders of Bidding Plans will be notified of these Addenda by e-mail, or delivery service, sent to the Bidder's address as it appears in the Agency's files. The Agency may extend Bid Closing if Agency determines prospective Bidders need additional time to review and respond to Addenda. Agency will not, except to the extent required by a countervailing public interest, issue Addenda less than 72 hours before Bid Closing unless the Addendum also extends Bid Closing. 21 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00120 Bidders shall acknowledge Addenda by submitting the "Acknowledgment of Addendum"in the Bid Booklet with their Bids. The Agency will not be responsible for failure of Bidders to receive Addenda sent as described in the preceding paragraph. Bids shall incorporate all Addenda. Bids may be rejected if opened and found by the Agency to not be based on all Addenda issued before Bid Closing. 00120.40 Preparation of Bids: A. General: 1. Bids -The Bidders shall not alter,in any manner,the documents 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 Bid Booklet. Entries on the documents in the Bid Section shall be in black or blue ink or typed. Signatures and initials shall be in black or blue ink. The Bidder shall properly complete and bind all the 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 00120.40D) B. Bid Schedule Entries: 1. Bid Schedule Entries -Using figures,Bidders shall fill in all blank spaces in the Bid Schedule. For each item in the 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). Unit prices submitted which contain more than two decimal Places,will be truncated by the Agency at the second decimal place to determine the product of the unit price and quantity. No rounding will be considered or paid.Bidders Bid shall also enter the total amount of the Bid obtained by adding amounts for all items in the Bid Schedule. Corrections or changes of item entries shall be in ink,with incorrect entry lined out and correct entry entered and initialed in ink by the person signing the Bid. C. 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. D. Bid Guaranty-All Bids shall be accompanied by a Bid guaranty in the amount of 10%of the total amount of the Bid. 1. Bid Guaranty-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 Bid Booklet or an alternative Bid Bond form acceptable to the Agency. 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 Bid Booklet. • Acceptable Surety companies are limited to those authorized to do business in the State of Oregon. 22 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00120 • Forfeiture of Bid guaranties is covered by 00130.60, and return of guaranties is covered by 00130.70. E. Disclosure of First-Tier Subcontractors—If the Bidder's Bid exceeds $100,000 or without regard to the amount of a Bidder's Bid,if the Agency's cost estimate for a public improvement project as indicated in the Advertisement for Bids exceeds$100,000,the Bidder shall,within 2 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: 1. 5% of the total Project Bid,but at least$15,000;or 2. $350,000,regardless of the percentage of the total Project Bid. For each Subcontractor listed,Bidders shall state: 1. The name of the Subcontractor; 2. The dollar amount of the subcontract;and 3. 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 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 Bid Booklet, filling it out and submitting it separately to the Agency at the address given in the Bid Booklet. Subcontractor Disclosure Forms submitted by any method will be considered late if not received by the Agency within two 2 working hours of the time designated for receiving Bids. In the event that multiple Subcontractor Disclosure Forms are submitted, the last version received prior to the deadline will be considered to be the intended version. THE AGENCY MUST REJECT A BID IF THE BIDDER FAILS TO SUBMIT THE DISCLOSURE FORM WITH THIS INFORMATION BY THE STATED DEADLINE (see OAR 137-049-0360). 00120.45 Submittal of Bids: A. Bids shall be submitted by mail,parcel delivery service,or hand delivery to the Agency,in the manner and at the times given in the Special Provisions. Submit Bids in a sealed envelope. If a delivery or courier service is used,the Bidder shall place the sealed envelope containing the Bid inside the delivery or courier service's envelope. Bids submitted after Bid Closing time will not be opened or considered. The Agency assumes no responsibility for the receipt and return of late Bids. Preparation and submission of Bids is at the sole risk and expense of the Bidder and is not a cost of Contract performance. 23 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00120 B. All Bid material submitted by Bidder shall become the property of the Agency and is public record unless otherwise specified. A Bid that contains any information that is considered trade secret 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. 00120.60 Modification or Withdrawal of Bids: A. Modification -Bids once submitted may be modified in writing prior to the time and date set for Bid Closing and submitted to the place designated for receipt of Bids.Any modifications shall be prepared on the company letterhead, signed by an authorized representative, and state that the new document supersedes or modifies the prior Bid. The Bid modification shall be delivered in a sealed envelope and shall be marked as follows: BID MODIFICATION Bid Title and Closing Date and Time B. Withdrawal-Bids may be withdrawn by written notification on company letterhead signed by an authorized representative and received prior to the time and date set for Bid Closing and submitted to the place designated for receipt of Bids. Bids also may be withdrawn in person prior to the scheduled Bid Closing upon presentation of appropriate identification. Requests to withdraw Bids shall be marked as follows: BID WITHDRAWAL Bid Title and Closing Date and Time No Bid can be withdrawn after having been opened. 00120.65 Opening and Comparing Bids -Bids will be opened and the total price for each Bid will be read publicly at the time and place indicated in the Advertisement for Bids. Bidders and other interested parties are invited to be present. Bids for each Project will be compared on the basis of the total amount of each Bid. The total amount of the Bid will be the total sum computed from quantities listed in the Bid Schedule and 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 Agency may make arithmetic corrections on extension amounts. Error(s) discovered after Bid opening cannot be corrected by the Bidder and the contractor will be required to perform work at the unit price if its Bid is accepted. 00120.67 Bid Mistakes: A. General-Under extraordinary circumstances, a Bid may be withdrawn after the deadline for submittal because of an inadvertent nonjudgmental mistake. If the mistake is attributable to an error in judgment, the Bid may not be withdrawn or corrected.Correction or withdrawal by reason of nonjudgmental mistake is permissible but only to the extent it is not contrary to the interest of the Agency or the fair treatment of other Bidders. B. Mistakes Discovered after Bid Closing but before Award-This section applies to situations where mistakes in Bids are discovered after the submission deadline but before Award. 24 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00120 1. Minor Informalities -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 promptly without prejudice to other Bidders or the Agency;that is,the informality does not affect price,quantity,quality, delivery, or contractual conditions except in the case of informalities involving unit prices. Examples include,but are not limited to, the failure of a Bidder to: a) Return the number of signed Bids or number of other documents required by the Bid Documents; b) Sign the Bid Form in the designated block so long the Bid Documents evidence an intent to be bound;or c) Acknowledge receipt of an Addendum to the Bid Documents, but only if- d) £d) It is clear from the Bid that the Bidder received the Addendum and intended to be bound by its terms; or e) The Addendum involved did not affect price,quantity, quality,or delivery. C. Mistakes Where Intended Correct Bid is Evident -If the mistake and the intended correct Bid are clearly on the face of the Bid Form, or can be substantiated from accompanying documents,the Agency may accept the Bid. Examples of mistakes that may be clearly evident on the face of the Bid Form are typographical errors,errors in extending unit prices,transposition errors,and arithmetical errors.Mistakes that are clearly evident on the face of the Bid Form also may include instances in which the intended correct Bid is made clearly evident by simple arithmetic calculations. For example, a missing unit price may be established by dividing the total Bid or proposal item by the quantity of units for that item, and a missing or incorrect total Bid price for an item may be established by multiplying the unit price by the quantity when those figures are available on the Bid. For discrepancies between unit prices and extended prices,unit prices shall normally prevail. D. Mistakes Where Intended Correct Bid is Not Evident -The Agency may not accept a Bid in which a mistake is clearly evident on the face of the Bid Form but the intended correct Bid is not clearly evident or cannot be substantiated from accompanying documents. 00120.68 Low Tie Bids: A. Definition -Low tie Bids are low responsive Bids from responsible Bidders that are identical in price, fitness, availability and quality and which meet all the requirements and criteria set forth in the Bid Documents. B. Award: If low tie Bids are received,a preference shall be given to goods and services that have been manufactured or produced in Oregon. 1. If the bids remain tied after application,preference shall be given to the Bidder whose principal offices or headquarters are located in Oregon. 2. If the Bids remain tied after application and Subsections a, the Award shall be made by drawing lots among any tied Oregon Bidders. Such Bidders shall be given notice and an opportunity to be present when the lots are drawn. 3. If there are no Oregon Bidders after application and subsections a and b,Award of the contract shall be made by drawing lots. 00120.70 Rejection of Nonresponsive Bids -A Bid will be considered irregular and will be rejected if the irregularity is deemed by the Agency to render the Bid non-responsive. Examples of irregularities include without limitation: A. The Bid Section documents provided are not properly used or contain unauthorized alterations. B. The Bid is incomplete or incorrectly completed. C. The Bid contains improper additions,deletions, alternate Bids,or conditions. 25 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00120 D. The Bid is submitted on documents not obtained directly from the Agency, or is submitted by a Bidder who has not been identified by the Agency as a Holder of Bidding Plans, as required by 00120.05. E. The Bid or Bid modifications are not signed by a person authorized to submit Bids or modify Bids, as required by 00120.40 and F. A member of a joint venture and the joint venture submit Bids for the same Project. Both Bids may be rejected. G. The Bid has entries not typed or in ink,or has signatures or initials not in ink. H. Each change or correction is not individually initialed. I. White-out tape or white-out liquid is used to correct item entries. J. The price per unit cannot be determined. K. The Bid guaranty is insufficient or improper. L. The original Bid Bond form is not used or is altered. M. 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 Agency and State-funded Projects, with the exception of Aggregate production and landscape Projects. (not required on Federal- Aid Projects) N. A disclosure of qualified first-tier Subcontractors, if required under 00120.400, is not received within 2 working hours of the time Bids are due to be submitted,or the disclosure form is not complete. O. The Bidder has not complied with the DBE requirements of the solicitation. P. The Bid does not acknowledge all issued Addenda. Q. The Bid contains entries that are not greater than zero. R. The Bid entries are not expressed in U.S. dollars and cents. S. The Agency determines that any Pay Item is significantly unbalanced to the potential detriment of the Agency In addition,the Agency may reject all Bids and suspend the project in the event all Bids exceed the funds the Agency has appropriated for the project or for good cause upon its finding that it is in the public interest to do so. The Agency may also waive minor informalities or irregularities. 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 Agency 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: A. Paid unemployment taxes or income taxes in the State of Oregon during any of the 12 calendar months immediately preceding submission of the Bid; B. A business address in the State of Oregon;and C. 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 Agency 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 Agency 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. 26 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00120 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: A. More than one Bid is submitted for the same Work by an Entity under the same or different name(s). B. Evidence of collusion among Bidders. Participants in collusion will be found not responsible, and may be subject to criminal prosecution. C. Any of the grounds for disqualification cited in ORS 279C.440. A Bidder will be disqualified if the Bidder has: A. Not been prequalified if required by 00120.02; B. Been declared ineligible by the Commissioner of the Bureau of Labor and Industries under ORS 279C.860; C. 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 701.021, ORS 701.026, 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 D. 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 or ORS 279C.375(3)will be rejected. 27 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00130 Section 00130 -Award and Execution of Contract 00130.00 Consideration of Bids -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. Discrepancies between words and figures will be resolved in favor of words. In selecting the lowest responsive Bid,the Agency reserves the right to take into consideration any or all alternatives called for in the Bid Form. The Agency reserves the right to waive minor informalities and irregularities,and to reject any or all Bids for irregularities under 00120.70 or for good cause after finding that it is in the public interest to do so (ORS 279C.395). An example of good cause for rejection in the public interest is the Agency's determination that any of the unit Bid prices are materially unbalanced to the Agency's potential detriment. A materially unbalanced Bid is defined as, "a Bid which generates a reasonable doubt that award to the Bidder submitting a mathematically unbalanced Bid will result in the lowest cost to the Agency." The Agency may correct obvious errors,when the correct information can be determined from the face of the document, if it finds that the best interest of the Agency and the public will be served thereby. 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. For the purposes of this Section, "lowest responsible Bidder" means the responsible Bidder that submitted the lowest responsive Bid who is not on the list created by the Construction Contractors Board according to ORS 701, and who has: A. Substantially complied with all prescribed public bidding procedures and requirements. B. 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. C. A satisfactory record of performance. In evaluating a Bidder's record of performance, the Agency may consider,among other things,whether the Bidder completed previous contracts of a similar nature with a satisfactory record of performance. For purposes of evaluating a Bidder's performance on previous contracts of a similar nature, a satisfactory record of performance means that to the extent that the costs associated with and time available to perform a previous contract remained within the Bidder's control, the Bidder stayed within the time and budget allotted for the procurement and otherwise performed the contract in a satisfactory manner. D. A satisfactory record of integrity. In evaluating a Bidder's record of integrity, the Agency may consider, among other things,whether the Bidder has previous criminal convictions for offenses related to obtaining or attempting to obtain a contract or subcontract or in connection with the Bidder's performance of a contract or subcontract. E. Qualified legally to contract with the Agency. F. Supplied all necessary information in connection with the Agency's 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. G. 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 Agency will document the record and the reasons for the unsatisfactory finding. The Agency will mail the Notice of Intent to Award to the Bidders, and may provide Notice of Intent to Award on the Agency's web site. 28 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00130 The Award will not be final until the later of the following: A. Seven working days after the Notice of Intent to Award has been posted as specified in the advertised solicitation or Addendum thereto; or B. The Agency has provided a written response to each timely protest,denying the protest and affirming the Award. If the Agency accepts a Bid and awards a Contract,the Agency 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 between successful Bidder and Agency. The Contractor will not automatically be entitled to extra compensation because the commencement of Work is delayed by failure of the Agency to send the Contract for execution. However, if more Calendar Days elapse between the date the Bid is opened and the date the Agency sends the Contract to be executed, as specified in 00130.10, the Agency 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. 00130.15 Right to Protest Award-Adversely affected or aggrieved Bidders, limited to the three apparent lowest Bidders and any other Bidder directly in line for Contract Award,may submit to the Agency a written protest of the Agency's intent to Award within seven Calendar days following the date of the Notice of Intent to Award. The protest shall specify the grounds upon which it is based. An aggrieved Bidder may protest an award only if the Bidder alleges,in its written protest,that it should have received the award because: A. All lower Bids are non-responsive; B. The Agency failed to conduct the Bid process as described in the Bid Document; C. The Agency has abused its discretion in rejecting the protestor's Bid as non-responsive or non- responsible;or D. The Agency's evaluation of Bids or subsequent determination of award is otherwise in violation of ORS Chapters 279A and 279C or the Agency's public contracting rules. The written protest must describe the facts that support the protest. The Agency may not consider late protests or protests that do not describe facts that would support a finding that the Bidder is aggrieved for one of the reasons in clauses A through D above. 00130.20 Cancellation of Award-Without liability to the Agency, the Agency 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-The Contract booklet may include but is not limited to: A. Public Improvement Contract B. Performance Bond C. Payment Bond D. Prevailing Wage Rates E. Special Provisions 29 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00130 00130.40 Contract Submittals -Before the Agency will execute the Contract, the successful Bidder shall furnish the following: 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. The successful Bidder shall submit the standard bond forms,which are bound in the Contract Booklet or alternative bond forms acceptable to the Agency. 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 Agency's consent, nor will the Agency normally release them, prior to Contract completion. The amount of the Performance and Payment Bonds shall be increased to equal the new Contract Amount whenever the Contract Amount is increased for any reason. B. Certificates of Insurance -The successful Bidder shall furnish the Agency certificates of insurance applicable to the Project,according to the Public Improvement Contract. For specified Contracts, certified copies, and in some instances the original, of insurance policies may be required by the Special Provisions. C. Registration Requirements: 1. ORS 701.021, ORS 701.026, 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. D. Tax Identification Number-The successful Bidder shall furnish the Agency the Bidder's Federal Tax Identification Number. 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 Agency within 10 Calendar Days after the date 30 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00130 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 Agency and named in this Subsection,with original signatures. Certificates of insurance shall also be originals. No copies of these documents will be accepted by the Agency. 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. 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 Agency-Within 10 Working Days after the Agency has received and verified the properly executed documents specified in 00130.50A, and received legal sufficiency approval from the Agency's attorney(if required),the Agency will execute the Contract. The Agency will then send a fully-executed original Contract booklet to the successful Bidder,who then officially becomes the Contractor. 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 Agency decides. The forfeited Bid guaranty will become the Agency'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 7 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 7 days of the Agency's execution of the Contract. 00130.80 Project Site Restriction-Until the Agency 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 move Materials,Equipment, or workers onto that Project Site. 00130.85 Tigard Business License- Contractor shall obtain a Tigard Business License or Metro License for builders and landscape contractors prior to delivering services under this Contract. 00130.90 Notice to Proceed-Notice to Proceed will be issued within 5 Calendar Days after the Contract is executed by the Agency. Should the Agency fail to issue the Notice to Proceed within 5 Calendar Days of Contract execution, the Contractor may apply for an adjustment of Contract Time according to 00180.80C. 31 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00140 Section 00140 - Scope of Work 00140.00 Purpose of Contract-The purpose of the Contract is to set forth the rights and obligations of the parties and the terms and conditions governing completion of the Work. The Contractor's obligations shall include without limitation the following: A. The Contractor shall furnish all Materials, Equipment, labor, transportation, and Incidentals required to complete the Work according to Plans, Specifications,and terms of the Contract. B. The Contractor shall perform the Work according to the lines,grades,Typical Sections, dimensions,and other details shown on the Plans,as modified by written order. C. The Contractor shall contact the Engineer for any necessary clarification or interpretation of the Contract. 00140.10 Typical Sections -The Typical Sections are intended to apply in general. At other locations where the Typical Section is not appropriate, the Contractor shall perform construction to the identified alignment as directed by the Engineer. 00140.20 Thickness -The thickness of Courses of Materials shown on the Plans,given in the Specifications, or established by the Engineer is considered to be the compacted thickness. Minor variations are acceptable when within tolerances specified in the Specifications or Plans,or when approved by the Engineer. 00140.30 Agency-Required Changes in the Work- Changes to the Plans, quantities, or details of construction are inherent in the nature of construction and may be necessary or desirable during the course of Project construction. Without impairing the Contract, the Agency reserves the right to require changes it deems necessary or desirable within the scope, which in the Specifications means general scope, of the Project. These changes may modify,without limitation: A. Specifications and design B. Grade and alignment C. Cross Sections and thicknesses of Courses of Materials D. Method or manner of performance of Work E. Project Limits or may result in A. Increases and decreases in quantities B. Additional Work C. Elimination of any Contract item of Work D. Acceleration or delay in performance of Work Upon receipt of a Change Order, the Contractor shall perform the Work as modified by the Change Order. If the Change Order increases the Contract Amount,the Contractor shall notify its Surety of the increase and direct the Surety to increase the amount of the performance and payment bonds to equal the new Contract Amount.If requested, the Contractor shall provide the Agency with a copy of the modified bond documents within 15 calendar days of receipt of the Change Order.The Contractor's performance of Work according to Change Orders shall neither invalidate the Contract nor release the Surety. Payment for changes in the Work will be made according to 00195.20. Contract Time adjustments,if any,will be made according to 00180.80. A Change Order signed by the Contractor is the agreement that the adjustment in the Contract Amount or Contract Time indicated is full compensation for all change order items including the impact of the change order on the balance of the Work to be accomplished. 32 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00140 00140.40 Differing Site Conditions -The following constitute differing Project Site conditions provided such conditions are discovered at the Project Site after commencement of the Work: A. Type 1 -Subsurface or latent physical conditions that could not have been discovered by careful examination of the Project site, utility locations and available records as described in 00120.15 and that differ materially from those indicated in the Contract Documents;or B. Type 2 -Unknown physical conditions of unusual nature that differ materially from those ordinarily encountered and generally recognized as inherent in the Work provided for in the Contract. The party discovering such a condition shall promptly notify the other party,in writing,of the specific differing conditions before they are disturbed and before the affected Work is performed. The Contractor shall not continue Work in the affected area until the Engineer has inspected such condition according to 00195.30 to determine whether an adjustment to Contract Amount or Contract Time is required. Payment adjustments due to differing Project Site conditions, if any, will be made according to 00195.30. Contract Time adjustments,if any,will be made according to 00180.80. 00140.50 Environmental Pollution Changes - ORS 279C.525 will apply to any increases in the scope of the Work required as a result of environmental or natural resources laws enacted or amended after the submission of Bids for the Contract. The Contractor shall comply with the applicable notice and other requirements of ORS 279C.525. The applicable rights and remedies of that statute will also apply. In addition to ORS 279C.525, the Agency has compiled a list at 00170.01 of those federal, State, and local agencies,of which the Agency has knowledge,that have enacted ordinances,rules,or regulations dealing with the prevention of environmental pollution and the preservation of natural resources that may affect the performance of Agency contracts. 00140.60 Extra Work-If directed by the Engineer's written order, the Contractor shall perform work not included in the Contract. The Contractor shall perform this work according to: A. Standard Specifications B. Standard Drawings C. Other Plans and Specifications issued by the Engineer Payment for Extra Work will be made according to Section 00196. Contract Time adjustments, if any,will be made according to 00180.80. 00140.65 Disputed Work-The Contractor may dispute any part of a Change Order, written order, or an oral order from the Engineer by the procedures specified in Section 00199. 00140.70 Cost Reduction Proposals -The Contractor may submit written proposals to the Engineer that modify Plans,Specifications,or other Contract Documents for the sole purpose of reducing the total cost of construction. Unless otherwise agreed to in writing by the Agency, a proposal that is solely or primarily a proposal to reduce estimated quantities or delete Work, as determined by the Engineer, is not eligible for consideration as a cost reduction proposal and will instead be addressed under 00140.30,whether proposed or suggested by the Agency or the Contractor. A. Proposal Requirements -The Agency will not adopt a cost reduction proposal that impairs essential functions or characteristics of the Project including but not limited to service life, economy of operation, ease of maintenance,designed appearance, or design and safety standards. To conserve time and funds,the Contractor may first submit a written request for a feasibility review by the Engineer. The request should contain a description of the proposal together with a rough estimate of 33 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00140 anticipated dollar and time savings. The Engineer will,within a reasonable time, advise the Contractor in writing whether or not the proposal would be considered by the Agency, should the Contractor elect to submit a detailed cost reduction proposal. A detailed cost reduction proposal shall include without limitation the following information: 1. A description of existing Contract requirements for performing the Work and the proposed change; 2. The Contract items of Work affected by the proposed change,including any quantity variation caused by the proposed change; 3. Pay Items affected by the proposed change including any quantity variations; 4. A detailed cost estimate for performing the Work under the existing Contract and under the proposed change. Cost estimates shall be made according to Section 00197. Costs of re-design, which are incurred after the Agency has accepted the proposal,will be included in the cost of proposed work; and 5. A date by which the Engineer must accept the proposal in order to accept the proposed change without impacting the Contract Time or cost reduction amount. B. Continuing to Perform Work-The Contractor shall continue to perform the Work according to Contract requirements until the Engineer issues a Change Order incorporating the cost reduction proposal. If the Engineer fails to issue a Change Order by the date specified in the proposal,the proposal shall be deemed rejected. C. Consideration of Proposal-The Engineer is not obligated to consider any cost reduction proposal. The Agency will not be liable to the Contractor for failure to accept or act upon any cost reduction proposal submitted. The Engineer will determine in its sole discretion whether to accept a cost reduction proposal as well as the estimated net savings in construction costs from the adoption of all or any part of the proposal. In determining the estimated net savings, the Engineer may disregard the Schedule of Items. The Engineer will establish prices that represent a fair measure of the value of Work to be performed or to be deleted as a result of the cost reduction proposal. D. Sharing Investigation Costs -As a condition for considering a Contractor's cost reduction proposal, the Agency reserves the right to require the Contractor to share in the Agency's costs of investigating the proposal. If the Agency exercises this right, the Contractor shall provide written acceptance of the condition to the Engineer. Such acceptance will authorize the Agency to deduct its share of investigation costs from payments due or that may become due to the Contractor under the Contract. E. Acceptance of Proposal Requirements -If the Contractor's cost reduction proposal is accepted in whole or in part, acceptance will be made by a Change Order that will include without limitation the following: 1. Statement that the Change Order is made according to 00140.70; 2. Revised Contract Documents that reflect all modifications necessary to implement the approved cost reduction measures; 3. Any conditions upon which the Agency's approval is subject; 4. Estimated net savings in construction costs attributable to the approved cost reduction measures;and 5. A payment provision according to which the Contractor will be paid 50%of the estimated net savings amount as full and adequate consideration for performance of the Work of the Change Order. The Contractor's cost of preparing the cost reduction proposal and the Agency's costs of investigating the proposal, including any portion paid by the Contractor, will be excluded from determination of the 34 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00140 estimated net savings in construction costs. Costs of re-design,which are incurred after the Agency has accepted the proposal,will be included in the cost of the Work attributable to cost reduction measures. If the Agency accepts the cost reduction proposal, the Change Order that authorizes the cost reduction measures will also address any Contract Time adjustment. F. Right to General Use - Once submitted, the cost reduction proposal becomes the property of the Agency. The Agency reserves the right to adopt the cost reduction proposal for general use without additional compensation to the Contractor when it determines that a proposal is suitable for application to other contracts. 00140.80 Use of Publicly Owned Equipment -The Contractor is prohibited from using publicly-owned Equipment except in the case of emergency. In an emergency, the Contractor may rent publicly-owned Equipment provided that: A. The Engineer provides written approval that states that such rental is in the public interest; and B. Rental does not increase the Project cost. 00140.90 Final Trimming and Cleanup -Before Final Inspection as described in 00150.90,the Contractor shall neatly trim and finish the Project and remove all remaining unincorporated Materials and debris. Final trimming and cleanup shall include without limitation the following: A. The Contractor shall retrim and reshape earthwork, and shall repair deteriorated portions of the Project Site. B. Where the Work has impacted existing facilities or devices, the Contractor shall restore or replace those facilities to their pre-existing condition. C. The Contractor shall clean all drainage facilities and sanitary sewers of excess Materials or debris resulting from the Work. D. The Contractor shall clean up and leave in a neat, orderly condition, Rights-of-Way, Materials sites, and other property occupied in connection with performance of the Work. E. The Contractor shall remove temporary buildings,construction plants, forms, falsework and scaffolding, surplus and discarded Materials, and rubbish. F. The Contractor shall dispose of Materials and debris including without limitation forms, falsework, scaffolding,and rubbish resulting from clearing,grubbing, trimming, clean-up,removal,and other Work. These Materials and debris become the property of the Contractor. The Contractor shall dispose of these Materials and debris immediately. G. The Contractor shall restore and replant or resurface adjoining properties to match existing grades and existing surfaces. H. The Contractor shall install erosion and sediment control needed to stabilize the Project site. Unless the Contract specifically provides for payment for this item, the Agency will make no separate or additional payment for final trimming and cleanup. 00140.95"AS-BUILT" Drawings -The Contractor shall maintain a current and accurate record of Work completed during the course of this Contract and make available to the Engineer updated copies of the project "As-Builts"for Engineer's review at any time. These"As-Builts"drawings shall be kept by accurately marking a designated set of the Contract plans with the specified information as Work proceeds.Accurate, complete and current "As-Built" drawings are a specified requirement for monthly progress payments of the Work completed. "As-Builts" shall be reviewed for completeness before recommendation of payment is granted. Incomplete or insufficient"As-Builts"will be returned to the Contractor and recommendation for progress payment denied. At project completion and as a condition of final payment, the Contractor shall deliver an acceptable complete and legible set of"As-Built"drawings to the Engineer. 35 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00140 The "As-Built" drawings shall show the information listed below. Where the term "locate" or "location" is used, it shall mean record of position with respect to both the construction vertical datum and either construction horizontal datum or a nearby permanent improvement. A. As-built location of underground and surface services and utilities as installed B. As-built location of existing underground and surface utilities and services that are to remain and that are encountered during the course of the Work C. As-built changes in dimension,location,grade or detail to that shown on plans D. As-built changes made by change order E. As-built details not in original plans F. As-built fully completed shop drawings reflecting all revisions Upon completion of the construction, the Contractor shall review and certify the construction set of"As- Built" drawings for completeness and accuracy of representation of any changes. Final payment will not be processed until"As-Built"drawings have been submitted and approved. 36 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 Section 00150 - Control of Work 00150.00 Authority of the Engineer (Project Manager) -The Engineer has authority over the Work and its suspension. (see Section 00180) The Contractor shall perform all Work to the complete satisfaction of the Engineer. The Engineer's determination shall be final on all matters,including but not limited to the following: A. Quality and acceptability of Materials and workmanship B. Measurement of unit price Work C. Timely and proper prosecution of the Work D. Interpretation of Contract Documents E. Payments due under the Contract and, except as provided in Section 00199 for claims for additional Contract Time or Contract Price, may be challenged only through litigation. The Contractor shall direct all requests for clarification or interpretation of the Contract, in writing, to the Engineer. The Engineer will respond within a reasonable time. Contract clarification or interpretation obtained from persons other than the Engineer. Work performed under the Contract will not be considered complete until it has passed Final Inspection by the Engineer and has been accepted by the Agency. Interim approvals issued by the Engineer, including but not limited to Final Acceptance, will not discharge the Contractor from responsibility for errors in prosecution of the Work,for improper fabrication,for failure to comply with Contract requirements, or for other deficiencies, the nature of which are within the Contractor's control. The Engineer shall have the authority to appoint Inspectors and other personnel as required to assist in the administration of the Contract. The authority stated in this subsection is subject to the individuals delegated authority by the Agency. If the individual does not have the state authority,the subsection reference shall include Agency personnel that have such authority. 00150.02 Inspector's Authority and Duties -To the extent delegated under 00150.01, Inspectors are authorized to represent the Engineer and Project Manager to perform the following: A. Inspect Work performed and Materials furnished, including without limitation, the preparation, fabrication, or manufacture of Materials to be used; B. Orally reject defective Materials and to confirm such rejection in writing; C. By oral order,temporarily suspend the Work for improper prosecution pending the Engineer's decision; and D. Exercise additional delegated authority. Inspectors are not authorized to: A. Accept Work or Materials. B. Alter or waive provisions of the Contract. C. Give instructions or advice inconsistent with the Contract Documents. 37 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 00150.10 Coordination of Contract Documents -The Contract Documents, including but not limited to Contract Change Orders, the Special Provisions, the Plans, and the Standard Specifications are intended to collectively describe all of the items of Work necessary to complete the Project. The Contract Documents are complementary;what is required by one is as binding as if required by all. A. Order of Precedence-The Engineer will resolve any discrepancies between these documents in the following order of precedence: 1. Permits from outside agencies; 2. Contract(Agreement) 3. Addenda; 4. Bid Schedule; 5. Project Drawings; 6. Standard Drawings; 7. Special Provisions; 8. General Conditions; 9. Standard Specifications; 10. Geotechnical Data Reports; 11. Reviewed and accepted, stamped Working(Shop) Drawings (including Deferred Submittals); 12. Approved Unstamped Working (Shop)Drawings. Change Orders, Work Change Directives, Field Orders, and Engineer's written interpretation and clarifications, in precedence listed, will take precedence over all other Contract Document components referenced herein. Notes on a drawing shall take precedence over drawing details. Dimensions shown on the drawings, or that can be computed, shall take precedence over scaled dimensions. The Drawings with the higher level of detail take precedence over less detailed Drawings. B. Immaterial Discrepancies -The Contract Documents specify details for the construction and completion of the Work. If Contract Documents describe portions of the Work in sufficient detail but are silent in some minor respect,the Contractor may proceed utilizing the current best industry practices. C. Material Discrepancies - If the Contractor identifies a discrepancy, error, or omission in the Contract Documents that cannot be resolved by the approach specified in B above, the Contractor shall immediately request clarification from the Engineer 00150.15 Construction Stakes, Lines, and Grades: A. Agency Responsibilities -The Engineer will provide the location of the existing benchmarks and horizontal control locations used to design the project and prepare the Plans. B. Contractor Responsibilities -The Contractor shall: 1. Accurately measure detailed dimensions, elevations, and slopes from the Engineer's benchmarks and horizontal control locations; 2. Provide all labor, materials and equipment to properly stake out the project so that it can be constructed in accordance with the Contract Documents. Any changes made shall be recorded and the changed vertical and horizontal locations incorporated into the "as-built"drawings. 3. Inform the Engineer of any property corners monuments and/or survey markers that are not shown on the Plans and are found during construction activities prior to disturbing the monuments. Allow the Agency 2 Work days for referencing all found markers before they are removed.Monuments that 38 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 are noted on the Plans to be protected and are disturbed by the Contractor's activities shall be replaced by the Contractor's surveyor at the Contractor's expense in accordance with ORS Chapter 209. 00150.20 Inspection: A. Inspection by the Engineer-The Engineer may test Materials furnished and inspect Work performed by the Contractor to ensure Contract compliance.The Contractor shall notify the Engineer 48 hours (two full Work Days) in advance for inspection of each portion of the Work. Contractor shall not begin placing successive Courses or portions of Work until preceding Courses or portions of the Work have been inspected and approved by the Engineer. If the Contractor performs Work without the Engineer's inspection or uses Materials that the Engineer has not approved, the Engineer may order affected portions of the Work removed at the Contractor's expense. At the Engineer's direction, any time before the Work is accepted,the Contractor shall uncover portions of the completed Work for inspection. After inspection, the Contractor shall restore these portions of Work to the standard required by the Contract. If the Engineer rejects Work due to Materials or workmanship, or if the Contractor performed such Work without providing sufficient advance request for inspection to the Engineer,the Contractor shall bear all costs of uncovering and restoring the Work. If the Engineer accepts the uncovered Work,and the Contractor performed the Work only after providing the Engineer with sufficient advance notice, the costs of uncovering and restoring the Work will be paid for by the Agency according to 00195.20. B. Inspection Facilities -The Contractor shall furnish walkways, railings, ladders, shoring, tunnels, platforms, and other facilities necessary to permit the Engineer to have safe access to the Work to be inspected. The Contractor shall require producers and fabricators to provide safe inspection access as requested by the Engineer. C. Sampling -When directed by the Agency, the Contractor shall furnish the Engineer with samples of Materials that the Engineer will test. All of the Contractor's costs related to this required sampling are Incidental. D. Inspection by Third Parties -Where third parties have the right to inspect the Work, the Contractor shall coordinate with the Engineer and shall provide safe inspection access. E. Contractor's Duty to Make Corrections -The Contractor shall perform all Work according to the Contract Documents. The Contractor shall correct Work that does not comply with the Contract Documents at its own expense. Inspection of the Work by the Engineer does not relieve the Contractor of responsibility for improper prosecution of the Work. 00150.25 Acceptability of Materials and Work-The Contractor shall furnish Materials and shall perform Work in Close Conformance to the Contract Documents. If the Engineer determines that the Materials furnished or the Work performed are not in Close Conformance with the Contract Documents,the Engineer may: A. Reject the Materials or Work and order the Contractor, at the Contractor's expense, to remove, replace, or otherwise correct any non-conformity; or B. Accept the Materials or Work as suitable for the intended purpose,adjust the amount paid for applicable Pay Items to account for diminished cost to the Contractor or diminished value to the Agency,document the adjustment, and provide written documentation to the Contractor regarding the basis of the adjustment. 39 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 The Engineer's decisions concerning acceptability of Materials or Work will be final. 00150.30 Delivery of Notices -Written notices to the Contractor by the Engineer or the Agency will be delivered: A. In person; B. By U.S. Postal Service certified or registered mail (return receipt requested),to the current office address as shown in the records of the Agency;or C. By overnight delivery service of a private industry courier, to the current office address as shown in the records of the Agency. Notices shall be considered as having been received by the Contractor: A. At the time of actual receipt when delivered in person; B. At the time of actual receipt or 7 Calendar Days after the postmarked date when deposited for delivery by certified or registered,whichever is earlier; or C. At the time of actual receipt or 3 Calendar Days after deposit with a private industry courier for overnight delivery service,whichever is earlier. Written notices to the Engineer or the Agency by the Contractor shall be delivered to the Agency address shown in the Special Provisions,unless a different address is agreed to by the Engineer,and shall be delivered: A. In person; B. By U.S. Postal Service certified or registered mail (return receipt requested); or C. By overnight delivery service of a private industry courier. Notices will be considered as having been received by the Agency: A. At the time of actual receipt when delivered in person; B. At the time of actual receipt or 7 Calendar Days after the postmarked date when deposited for delivery by certified or registered,whichever is earlier; or C. At the time of actual receipt or 3 Calendar Days after deposit with a private industry courier for overnight delivery service,whichever is earlier. 00150.35 Submittals: A. Description — Submittals covered by these requirements include manufacturers' information, shop drawings, test procedures, test results, samples, and miscellaneous Work-related submittals. Submittals shall also include, but not be limited to, all mechanical, electrical and electronic equipment and systems, materials,reinforcing steel, fabricated items,and piping and conduit details. The Contractor shall furnish all drawings, specifications, descriptive data, certificates, samples, tests, methods, schedules, and manufacturer's installation and warranty information and other instructions as specifically required in the Contract Documents to demonstrate fully that the materials and equipment to be furnished and the methods of work comply with the provisions and intent of the Contract Documents. B. Contractor's Responsibilities 1. The Contractor shall be responsible for the accuracy and completeness of the information contained in each submittal and shall assure that the material,equipment or method of work shall be as described in the submittal.The Contractor shall verify that all features of all products conform to the specified 40 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 requirements. Submittal documents shall be clearly edited to indicate only those items, models, or series of equipment,which are being submitted for review. All extraneous materials shall be crossed out or otherwise obliterated.The Contractor shall ensure that there is no conflict with other submittals and notify the Engineer in each case where his submittal may affect the work of another contractor or the Agency. The Contractor shall coordinate submittals among its subcontractors and suppliers including those submittals complying with unit responsibility requirements specified in applicable technical sections. 2. The Contractor shall coordinate submittals with the Work so that Work will not be delayed. It shall coordinate and schedule different categories of submittals, so that one will not be delayed for lack of coordination with another. No extension of time will be allowed because of failure to properly schedule submittals. The Contractor shall not proceed with Work related to a submittal until the submittal process is complete.This requires that submittals for review and comment shall be returned to the Contractor with the indication"No Exceptions Taken" or"Make Corrections Noted." 3. Submittals shall be carefully reviewed by an authorized representative of the Contractor prior to submission to the Engineer. Each submittal shall be dated and signed by the Contractor as being correct and in strict conformance with the Contract Documents. In the case of Shop Drawings,each sheet shall be so dated and signed. Any deviations from the Contract Documents shall be noted by the Engineer and Agency. The Engineer will only review submittals that have been so verified by the Contractor. Non-verified submittals will be returned to the Contractor without action taken by the Engineer, and any delays caused thereby shall be the total responsibility of the Contractor. 4. The Contractor shall certify on each submittal document that it has reviewed the submittal, verified field conditions,and complied with the contract documents. 5. The Contractor may authorize in writing a material or equipment supplier to deal directly with the Engineer or with the Agency with regard to a submittal. These dealings shall be limited to contract interpretations to clarify and expedite the Work. C. Shop Drawings and Product Submittals 1. Wherever called for in the Contract Documents or where required by the Engineer, the Contractor shall furnish to the Engineer for review, five (5) copies plus one reproducible copy or electronic file, of each Shop Drawing or Product submittal. Shop Drawings may include detail design calculations, shop-prepared drawings, fabrication and installation drawings,erection drawings,lists,graphs,catalog sheets, data sheets,and similar items. If a list,graph,catalog sheet,data sheet,etc.includes more than one item, clearly mark which item is the subject of the submittal. Shop Drawings shall bear the signature and seal of an engineer registered in the appropriate branch and in the state of Oregon, unless otherwise indicated.Whenever the Contractor is required to submit design calculations as part of a submittal, such calculations shall bear the signature and seal of an engineer registered in the appropriate branch and in the state of Oregon,unless otherwise indicated. 2. Shop Drawing and Product submittals shall be accompanied by the Engineer's standard submittal transmittal form, a reproducible copy of which is available from the Engineer. A submittal without the form or where applicable items on the form are not completed will be returned for resubmittal. 3. Organization a) A single submittal transmittal form shall be used for each technical specification section or item or class of material or equipment for which a submittal is required. A single submittal covering multiple sections will not be acceptable,unless the primary specification references other sections for components. Example: if a pump section references other sections for the motor, shop- 41 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 applied protective coating,anchor bolts,local control panel, and variable frequency drive,a single submittal would be acceptable. A single submittal covering vertical turbine pumps and horizontal split case pumps would not be acceptable. b) On the transmittal form, index the components of the submittal and insert tabs in the submittal to match the components. Relate the submittal components to specification paragraph and subparagraph, Drawing number, detail number, schedule title, room number, or building name, as applicable. c) Unless indicated otherwise, terminology and equipment names and numbers used in submittals shall match those used in the Contract Documents 4. Format a) Minimum sheetsize shall be 8.5 inches by 11 inches. Maximum sheet size shall be 22 inches by 34 inches. Every page in a submittal shall be numbered in sequence. Each copy of a submittal shall be collated and stapled or bound, as appropriate. The Engineer will not collate sheets or copies. b) Where product data from a manufacturer is submitted, clearly mark which model is proposed, with complete pertinent data capacities, dimensions, clearances, diagrams, controls, connections, anchorage,and supports. Sufficient level of detail shall be presented for assessment of compliance with the Contract Documents. c) Each submittal shall be assigned a unique number. Submittals shall be numbered sequentially,and the submittal numbers shall be clearly noted on the transmittal. Original submittals shall be assigned a numeric submittal number (e.g.,25). If submittal"25" requires a resubmittal,the first resubmittal will bear the designation "25.A" and the second resubmittal will bear the designation "25.B" and so on. d) If there is a follow-up submittal related to a previously submitted class of material or type of equipment(e.g.,follow-up submittal to submittal"25'x,it shall be assigned the number"25.1".If submittal"25.1"requires a resubmittal,the first resubmittal will bear the designation"25.1.A" and the second resubmittal will bear the designation"25.1.B" and so on 5. Disorganized submittals that do not meet the requirements of the Contract Documents will be returned without review. 6. Except as may otherwise be indicated, the Engineer will return prints of each submittal to the Contractor with comments noted thereon, within 21 Days following receipt by the Engineer. It is considered reasonable that the Contractor will make a complete and acceptable submittal to the Engineer by the first resubmittal on an item. The Owner reserves the right to withhold monies due to the Contractor to cover additional costs of the Engineer's review beyond the first resubmittal. Engineer's cost for submittal review beyond the first resubmittal is provided in the Special Provisions. The Engineer's maximum review period for each submittal or resubmittal will be 21 Days. 7. If a submittal is returned to the Contractor marked "NO EXCEPTIONS TAKEN," formal revision and resubmission will not be required. 8. If a submittal is returned marked "MAKE CORRECTIONS NOTED," Contractor shall make the corrections on the submittal,but formal revision and resubmission will not be required, except where specifically required by Engineer as indicated on the submittal review form. 9. If a submittal is returned marked "AMEND-RESUBMIT," the Contractor shall revise it and shall resubmit the required number of copies to the Engineer for review. Resubmittal of portions of multi- page or multi-drawing submittals will not be allowed. For example, if a Shop Drawing submittal consisting of 10 drawings contains one drawing noted as "AMEND -RESUBMIT," the submittal as a whole is deemed "AMEND -RESUBMIT," and 10 drawings are required to be resubmitted. 42 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 10. If a submittal is returned marked"REJECTED-RESUBMIT," it shall mean either that the proposed material or product does not satisfy the specification, the submittal is so incomplete that it cannot be reviewed, or is a substitution request not submitted in accordance with the General Conditions. In the first 2 cases, the Contractor shall prepare a new submittal and shall submit the required number of copies to the Engineer for review. In the latter case, the Contractor shall submit the substitution request according to the General Conditions. 11. Resubmittal of rejected portions of a previous submittal will not be allowed. Every change from a submittal to a resubmittal or from a resubmittal to a subsequent resubmittal shall be identified and flagged on the resubmittal. 12. Fabrication of an item may commence only after the Engineer has reviewed the pertinent submittals and returned copies to the Contractor marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED". Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as changes to the Contract requirements. 13. Corrections or comments made on the Contractor's Shop Drawings during review do not relieve the Contractor from compliance with Contract Drawings and Specifications. Review is for conformance to the design concept and general compliance with the Contract Documents only. The Contractor is responsible for confirming and correlating quantities and dimensions, fabrication processes and techniques, coordinating Work with the trades, and satisfactory and safe performance of the Work. D. Quality Control (QC) Submittals 1. Quality control submittals are defined as those required by the Specifications to present documentary evidence to the Engineer that the Contractor has satisfied certain requirements of the Contract Documents. 2. Unless otherwise indicated, QC submittals shall be submitted: a) Before delivery and unloading, for the following types of submittals: • Manufacturers'installation instructions • Manufacturers' and Installers' experience qualifications • Ready mix concrete delivery tickets • Design calculations • Affidavits and manufacturers'certification of compliance with indicated product requirements • Laboratory analysis results • Factory test reports' b) For the following types of submittals, the manufacturer's field representative shall submit a draft certification prior to leaving the Project site and a final certification within 7 days of the event documented. • Manufacturers' field representative certification of proper installation c) Within 30 Days of the event documented for the following types of submittals: • Field measurement • Field test reports • Receipt of permit • Receipt of regulatory approval 43 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 3. The Engineer will record the date that a QC submittal was received and review it for compliance with submittal requirements, but the review procedures above for Shop Drawings and samples will not apply. E. Deferred Submittals to Agency 1. For the purposes of this section,Deferred Submittals are defined as those portions of the Project that are Contractor-designed and must be submitted to the Agency's building official for approval and to meet Building Permit plan review requirements. 2. The Engineer will schedule a pre-submittal conference with the Contractor and Agency's building official to discuss proposed Deferred Submittal items,requirements,and review schedule. 3. The Contractor shall list the Deferred Submittals on the title or cover sheet of the Drawings for submission to the Agency and shall state the design criteria/assumptions of the Deferred Submittal items on the plans. Deferred Submittals shall include details for connection of materials to the structure and calculations showing that the specified structural requirements are met. 4. The Contractor shall submit Deferred Submittals to the Engineer for review for general conformance to the design of the structure.Neither the Agency nor the Engineer is responsible for coordination of Deferred Submittal components with Contract Documents. Review does not lessen nor shift burden or responsibility from Contractor or assigned subcontractor/supplier to the Agency or Engineer.The Engineer,upon confirming the Deferred Submittals are in general conformance with the design,shall forward the Deferred Submittals to the building official.Contractor is responsible,with no exceptions, to ensure that building official's Deferred Submittal review will not adversely affect Project's construction schedule.The Deferred Submittal items shall not be installed by the Contractor until the design and Deferred Submittals have been approved by the building official. F. Effect of Review of Contractor's Submittals 1. Review of Contract drawings,methods of work,or information regarding materials or equipment the Contractor proposes to provide,shall not relieve the Contractor of its responsibility for errors therein and shall not be regarded as an assumption of risks or liability by the Engineer or the Agency, or by any officer or employee thereof,and the Contractor shall have no claim under the contract on account of the failure, or partial failure, of the method of work, material, or equipment so reviewed. An indication of"NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the Agency or Engineer has no objection to the Contractor, upon its own responsibility, using the plan or method of Work proposed, or providing the materials or equipment proposed. 00150.37 Equipment Lists and Other Submittals -The Contractor shall submit Equipment lists, and other required submittals for approval by the Engineer. With each submittal, the Contractor shall clearly identify the applicable specification sub-section and the product make, model, size and proposed options. 00150.40 Cooperation and Superintendence by the Contractor-The Contractor is responsible for full management of all aspects of the Work,including superintendence of all Work by Subcontractors, Suppliers, and other providers. The Contractor shall appoint a single Superintendent and may also appoint alternate Superintendents as necessary to control the Work. The form of appointment of the alternate shall state,in writing, the alternate's name, duration of appointment in the absence of the Superintendent, and scope of authority. The Contractor shall: A. Provide for the cooperation and superintendence on the Project by: 1. Furnishing the Engineer all data necessary to determine the actual cost of all or any part of the Work; added Work; or changed Work. 44 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 2. Allowing the Engineer reasonable access to the Contractor's books and records at all times. To the extent permitted by public records laws, the Engineer will make reasonable efforts to honor the Contractor's Request for protection of confidential information. 3. Keeping one complete set of Contract Documents on the Project Site at all times,available for use by all the Contractor's own organization,and by the Engineer if necessary. B. Appoint a single Superintendent and any alternate Superintendent who shall meet the following qualifications: 1. Appointees shall be competent to manage all aspects of the Work. 2. Appointees shall be from the Contractor's own organization. 3. Appointees shall have performed similar duties on at least one previous project of the size, scope and complexity as the current Contract. 4. Appointees shall be experienced in the types of Work being performed. 5. Appointees shall be capable of reading and thoroughly understanding the Contract Documents. C. The appointed single Superintendent,or any alternate Superintendent shall: 1. Be present for all On-Site Work, regardless of the amount to be performed by the Contractor, Subcontractors, Suppliers, or other providers, unless the Engineer provides prior approval of the Superintendent's or alternate Superintendent's absence. 2. Be equipped with a two way radio or cell phone capable of communicating throughout the project during all the hours of Work on the Project Site and be available for communication with the Engineer. 3. Have full authority and responsibility to promptly execute orders or directions of the Engineer. 4. Have full authority and responsibility to promptly supply the Materials, Equipment, labor, and Incidentals required for performance of the Work. 5. Coordinate and control all Work performed under the Contract,including without limitation the Work performed by Subcontractors, Suppliers,and Owner Operators. 6. Diligently pursue progress of the Work according to the schedule requirements of Section 00180. 7. Cooperate in good faith with the Engineer, Inspectors, and other contractors in performance of the Work. 8. Provide all assistance reasonably required by the Engineer to obtain information regarding the nature, quantity,and quality of any part of the Work. 9. Provide access,facilities and assistance to the Engineer in establishing such lines,grades and points as the Engineer requires. 10. Carefully protect and preserve the Engineer's benchmarks and horizontal control locations. Any Superintendent or alternate Superintendent who repeatedly fails to follow the Engineer's written or oral orders, directions,instructions, or determinations,shall be subject to removal from the project. If the Contractor fails or neglects to provide a Superintendent, or an alternate Superintendent, and no prior approval has been granted, the Engineer has the authority to suspend the Work according to 00180.70. Any continued Work by the Contractor, Subcontractors, Suppliers, or other providers may be subject to rejection and removal. The Contractor's repeated failure or neglect to provide the superintendence required by these provisions constitutes a material breach of the Contract,and the Engineer may impose any remedies available under the Contract,including but not limited to Contract termination. 00150.50 Cooperation with Utilities A. General-As specified in the Special Provisions or as shown on the Plans, existing Utilities requiring adjustment may be adjusted by the Utility before, during, or after Project construction. "Adjustment of Utilities" shall mean the alteration, improvement, connection, disconnection, relocation, or removal of existing Utility lines, facilities,or systems in temporary or permanent manner. B. Contractor's Responsibilities -The Contractor shall: 45 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 1. Follow applicable rules adopted by the Oregon Utility Notification Center; 2. Contact Utility owners after the Contract is awarded to verify all Utilities'involvement on the Project Site; 3. Coordinate Project construction with the Utilities'planned adjustments,take all precautions necessary to prevent disruption of Utility service, and perform its Work in the manner that results in the least inconvenience to the Utility owners; 4. Include all Utility adjustment work, whether to be performed by the Contractor or the Utilities, on the Contractor's Project Work schedule submitted under 00180.41; 5. Protect from damage or disturbance any Utility that remains within the area in which Work is being performed; 6. Not disturb an existing Utility if it requires an unanticipated adjustment, but shall protect it from damage or disturbance and promptly notify the Engineer; and 7. Report to the Engineer any Utility owner who fails to cooperate or fails to follow the planned Utility adjustment. Subject to the Engineer's approval, the Contractor may propose adjustments to the Utilities by asking the Utility owners to move, remove, or alter their facilities in ways other than as shown on the Plans or in the Special Provisions. The Contractor shall conduct all negotiations,make all arrangements,and assume all costs that arise from such changes. C. Notification-This Project is located within the Oregon Utility Notification Center area which is a Utilities notification system for notifying owners of Utilities about Work being performed in the vicinity of their facilities. The Utilities notification system telephone number is 811 (or use the old number which is 1-800-332-2344. The Contractor shall comply with the rules of the Oregon Utility Notification Center,OAR 952-001-0010 through OAR 952-001-0090, and ORS 757.993. The Contractor may contact the Oregon Utility Notification Center at 503-232-1987 about these rules. 00150.53 Utilities and Existing Improvements: A. General-Information shown on the Plans as to the location of existing water courses and utilities has been compiled from available sources and may not be accurate. The Contractor shall determine the location and nature of affected water courses, utilities and underground improvements prior to commencing Work. The Contractor shall provide for the flow of water courses and essential utilities that may be interrupted during the progress of the Work and shall restore such water courses or utilities after completion of the Work. The Contractor shall be responsible for exploratory excavations as it deems necessary to determine the exact locations and depths of utilities which may interfere with Work. All such exploratory excavations shall be performed as soon as practicable after Notice to Proceed and,in any event, a sufficient time in advance of construction to avoid possible delays to the Contractor's progress. When such exploratory excavations show the utility location as shown on the Plans to be in error, the Contractor shall so notify the Engineer. The number of exploratory excavations required shall be that number which is sufficient to determine the alignment and grade of the utility. Unless otherwise provided in the Special Provisions, all potholing and exploratory work shall be incidental to the Work and no separate payment shall be made therefore. 46 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 The Contractor shall coordinate project construction with the adjustment of utilities, take all necessary precautions to prevent disturbing the utilities,and perform work so that utility owners and users are caused a minimum of inconvenience. The Contractor shall protect underground utilities and other improvements which may be impaired during construction operations, regardless of whether or the not the utilities are indicated on the Plans. The Contractor shall take all possible precautions for the protection of unforeseen utility lines to provide for uninterrupted service and to provide such special protection as may be necessary. To ease or streamline the work,the Contractor may desire to adjust the utilities by asking the utility owners to move,remove,or alter their equipment in ways other than those shown on the Plans or in the Contract Documents.The Contractor shall conduct the negotiations,make the arrangements, and pay all costs that arise from such changes. B. Utilities to be Removed or Relocated-Where the proper completion of the Work requires the temporary or permanent removal and/or relocation of the property of any public utility or franchise holder, such utility company or franchise holder shall be notified by the Contractor to remove or relocate such property within a specified reasonable time. When utility lines that are to be removed or relocated are encountered within the area of operations, the Contractor shall notify the utility company and the Engineer a sufficient time in advance for the necessary measures to be taken to prevent the interruption of service. C. Underground Utilities and Improvements Indicated-Existing utility lines and underground improvements that are indicated or the locations of which are made known to the Contractor prior to excavation and that are to be retained, and all utility lines and underground improvements that are encountered during excavation operations shall be protected from damage during excavation and backfilling and,if damaged, shall be immediately repaired or replaced by the Contractor,unless otherwise repaired by the owner of damaged utility.If the owner of the damage facility performs its own repairs,the Contractor shall reimburse said owner for the costs of repair. D. Underground Utilities and Improvements Not Indicated -In the event that the Contractor damages existing utility lines or underground improvements that are not indicated in the Plans or marked in the field, or are not indicated or marked with reasonable accuracy, or the locations of which are not made known to the Contractor prior to excavation,the Contractor shall immediately provide a verbal report of such damage to the Engineer, and provide a written report thereof promptly thereafter. The Contractor shall immediately notify the owner of the damaged utility. If directed by the Engineer, repairs shall be made by the Contractor under the provisions for changes and extra work contained in the General Conditions. This subsection applies only to main line utilities. For service lines to private properties, see Subsection 00150.53E. For purposes of this section, "reasonable accuracy" is defined as within two (2) feet from the outside lateral dimensions of both sides of an underground utility or facility from actual location. No representation shall be made concerning the accuracy of vertical elevations of existing utilities, even if indicated in the plans, and no additional payment will be made for damage to utilities encountered at depths differing from those indicated. E. Underground Services Indicated or Not-If service lines are encountered,whether shown,marked or not, the Contractor shall take precautions to carefully work around them and repair them if they are damaged by the Contractor, at no additional cost to the Agency. 47 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 F. Approval of Repairs -All repairs to a damaged utility or improvement shall be accepted and approved by an authorized representative of the utility or improvement owner and accepted by the Agency before being concealed by backfill or other Work. G. Agency's Right of Access -The right reserved to the Agency and to the owners of public utilities and franchises to enter at any time upon any public street, alley, right-of-way,or easement for the purpose of making changes in their property made necessary by the Work of this Contract. 00150.55 Cooperation with Other Contractors -The Agency reserves the right to perform other work on or near the Project Site, including without limitation any Materials site,with forces other than those of the Contractor. If such work takes place on or near the Project Site, the Contractor shall have the following obligations: A. The Contractor shall coordinate Work with other contractors or forces. B. The Contractor shall cooperate in good faith with all other contractors or forces. C. The Contractor shall perform the Work specified in the Contract in a way that will minimize interference and delay for all forces involved. D. The Contractor shall place and dispose of the Materials being used so as not to interfere with the operations of other forces. E. The Contractor shall join the Work with that of other forces in a manner acceptable to the Engineer or the Agency,and shall perform it in the accepted sequence with the work of the other force. The Engineer will resolve any disagreements under this Subsection that may arise among the Contractor and other work forces, or between the Contractor and the Agency. The Engineer's decision in these matters is final,as provided in 00150.00. When the schedules for Work of the Contractor and the work of other forces overlap, each contractor involved shall submit a current, realistic progress schedule to the Engineer. Before the Engineer accepts the schedule, each party shall have the opportunity to review all schedules. After this review and any necessary consultations,the Engineer will determine acceptable schedules. The Contractor waives any right it may have to make claims against the Agency for any damages or claims that may arise because of inconvenience,delay,or loss due solely to the presence of other contractors working on or near the Project Site. If the Contract gives notice of work to be performed by other forces that may affect the Contractor's Work under the Contract, the Contractor shall include any costs associated with coordination of the Work in the appropriate Pay Item or as a portion of a Pay Item. In an emergency, the contractor most immediately able to respond may repair a facility or Utility of another contractor in order to prevent further damage to the facility, Utility, or other Structure as a result of the emergency. 00150.60 Construction Equipment Restrictions: A. Load and Speed Restrictions for Construction Vehicles and Equipment-The Contractor shall comply with legal weight and speed restrictions when moving Materials or Equipment beyond the limits of the Project Site. The Contractor shall control vehicle and Equipment loads and speeds within the Project Site according to the following restrictions,unless the Special Provisions provide otherwise: 48 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 1. The Contractor shall restrict loads and speeds as necessary to avoid displacement or loss of Materials on Subgrades and Aggregate Bases. 2. The Contractor shall restrict weights to legal loads,and shall travel at speeds of no more than 45 mph or the posted construction speed,whichever is less, on treated Bases,Pavement, or wearing Courses. 3. The Contractor shall not cross Bridges or other Structures with Equipment or vehicles exceeding the legal load limit without prior written permission of the Engineer. The Contractor shall make any such request in writing,describing the loading details and the arrangement,movement, and position of the Equipment on the Structure. The Contractor shall comply with any restrictions or conditions included in the Engineer's written permission. B. Protection of Buried Items -The Contractor shall use temporary fill or other methods to avoid overload of pipes, box culverts,and other items that are covered,or to be covered,by fill or backfill. C. Responsibility for Damages -The Contractor shall assume responsibility for damages caused by excessive Equipment speed or loads while performing the Work,both inside and outside the Project Site. The Engineer's permission to cross Bridges and other Structures,according to 00150.60(a)will not relieve the Contractor from responsibility for load-caused damages. 00150.70 Detrimental Operations -The Contractor shall avoid operations whose methods, conditions, or timing may injure people or damage property or the Work. Damage may include without limitation, staining surfaces with mud or asphalt, or damaging utilities, structures or foundations. (Also see 00150.60, 00150.75, and Section 00170) When any such damage occurs, the Engineer will determine if it is to be corrected by repair,replacement,or compensatory payment by the Contractor. If compensatory payment is required,the Engineer will determine the amount. Compensatory payment may be deducted from monies due or to become due to the Contractor under the Contract. 00150.75 Protection and Maintenance of Work During Construction -The Contractor shall protect and maintain the Work during construction and until Third Notification has been issued, unless otherwise provided in the Contract. For the purposes of this Subsection, "maintenance" shall include measures to prevent deterioration of Roadway and Structures at the Project Site, and to keep them in good condition at all times during the prosecution of the Work.The Contractor shall continuously allocate sufficient Equipment and workers to achieve such maintenance. If the Contract requires the placement of a Course upon a previously constructed Course or Subgrade, the Contractor shall maintain the previous Course or Subgrade during all construction operations. The Contractor shall include costs of protecting and maintaining the Work during construction in the unit prices bid for the various Pay Items. The Contractor will not be paid an additional amount for this Work, unless otherwise specified. The Engineer will timely notify the Contractor of Contractor's noncompliance with this Subsection. If the Contractor fails to remedy unsatisfactory protection or maintenance within 24 hours after receipt of such notice,the Engineer may proceed to remedy the deficiency,and deduct the entire cost from monies due or to become due the Contractor under the Contract. 00150.80 Removal of Unacceptable and Unauthorized Work-The Contractor shall correct or remove unacceptable Work and remove unauthorized work, as directed by the Engineer in writing. The Contractor shall replace such work with Work and Materials conforming to the requirements of the Contract. For the purposes of this Subsection, "unauthorized work" shall include without limitation the following: 49 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 A. Work that extends beyond lines shown on the Plans or otherwise established by the Engineer; B. Work that is contrary to the Engineer's instructions;and C. Work that is conducted without the Engineer's written authorization. The Agency will not pay the Contractor for unacceptable Work, except as provided in 00150.25, or unauthorized work.The Engineer may issue a written order for the correction or removal of such work at the Contractor's expense. If, when ordered by the Engineer, the Contractor fails to correct or remove unacceptable Work or unauthorized work, the Engineer may have the correction, removal, or removal and replacement, done by others and deduct the entire cost from monies due or to become due the Contractor under the Contract. 00150.90 Final Inspection: A. On-site Construction Work-The Engineer will inspect the Project at a time close to the completion of On-Site Work for Contractor's compliance with the Contract Documents. When all On-Site Work on the Project is completed,including but not limited to Change Order Work and Extra Work, the Engineer will issue Second Notification as specified in 00180.50G including notification of required corrective work(punch list)to be completed prior to Engineer's issuance of Third Notification (Final Completion). Within 15 Calendar Days after the Engineer receives the Contractor's written notification that all punch Est items, final trimming and cleanup according to 00140.90 have been completed, the Engineer will inspect the Project and notify the Contractor that all Work is complete, or within 15 Calendar Days of inspection will give the Contractor written instruction regarding incomplete or unsatisfactory Work. B. All Contract Work-The Engineer will issue the Third Notification when the Contractor has satisfactorily accomplished all of the following: 1. The Contractor has completed all On-Site Work required under the Contract,including the punch list items from(a) above; 2. The Contractor has removed all Equipment;and 3. The Contractor has submitted all required certifications,bills, forms,warranties and other documents. 4. The Contractor has submitted complete and acceptable"As-Built"drawings as specified in 00140.95. 00150.91 Post-Construction Review-The Contractor or the Engineer may request a Post-Construction Review meeting, to be held at a time prior to issuance of Third Notification but not earlier than 15 Days following the date of Second Notification. The meeting may be held if agreed to by both parties. The party making the request will conduct the meeting, and will announce the time and place of the meeting at least 15 Days prior to the meeting date. The purpose of this meeting is to examine the Project for possible process improvements that may benefit future projects. 00150.95 Final Acceptance -After the Engineer completes Final Inspection of all Work including all corrective work identified by the Agency during the Correction Period, the Agency will acknowledge Final Acceptance. The Agency will notify the Contractor in writing of the date of Final Acceptance within 7 Calendar Days after Final Acceptance,or as soon thereafter as is practicable. 00150.96 Maintenance Warranties and Guarantees -Prior to Second Notification, the Contractor shall transfer to the Agency all unexpired manufacturers', suppliers' and installers'warranties and guarantees for Materials and Equipment installed on the Project. Such warranties and guarantees shall recite that they are enforceable by the Agency. 50 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00150 00150.97 Responsibility for Materials and Workmanship: A. The Contractor shall perform the Work according to the terms, conditions, and requirements of the Contract. B. Until the Agency's Final Acceptance of the Work, the Contractor shall be responsible for: 1. Correcting or repairing any defects in,or damage to,the Work which results from the use of improper or defective materials or workmanship;or 2. Replacing, in its entirety, the Work affected by the use of improper or defective materials or workmanship to the extent provided by law;and 3. Correcting or repairing any Work, Materials, Structures, Existing Surfacings, Pavement, Utilities, or sites, including without limitation Wetlands, damaged or disturbed in that correction, repair, or replacement. (see 00170.80 to 00170.85). 51 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00160 Section 00160 - Source of Materials 00160.00 Definitions -The following definitions apply to Section 00160: A. Prospective Source -Agency-furnished Materials source, use of which by the Contractor is optional. The Agency makes no guarantee or representation, by implication or otherwise, of the land use status, quantity, quality, or acceptability of Materials available from it, except as may be stated in the Special Provisions. B. Mandatory Source -Agency-furnished Materials source,use of which by the Contractor is required. 00160.01 Notification of Source of Supply and Materials: A. All Materials -The Contractor shall notify the Engineer in writing of all proposed Materials sources of supply,including without limitation any steel or other fabricators within the following time frames: 1. At least 15 Calendar Days before using or fabricating Materials,if source is within the State;or 2. At least 45 Calendar Days before using or fabricating Materials,if source is outside the State B. Prospective Source Materials -When given an option to use Prospective Sources of Materials to be incorporated into the Work, the Contractor shall notify the Engineer in writing of the option selected within 15 Calendar Days from date of Notice to Proceed. Otherwise,such Materials sources may become unavailable. C. Approval Required-Before allowing production or delivery of Materials to begin from any source, the Contractor must obtain the Engineer's approval. Approval to use any source does not imply that Materials from that source will be accepted. If approved sources do not provide Materials that meet Specifications, the Materials will be rejected. The Contractor will then be responsible for locating other sources and obtaining the Engineer's approval. D. Terms Required-The Contractor shall comply with 00170.07. 00160.05 Qualified Products List(QPL) -The QPL is a listing of manufactured products available on the market (shelf items) that ODOT has evaluated and found suitable for a specified use in construction. The QPL is available from ODOT's Construction Section website at: www.oregon.gov/ODOT/construction/pages/qualified-products.asl2x The current version of the QPL at the time of Bid Closing is the version in effect for the Project. The Engineer may approve for use a conditionally qualified product, or a product qualified for inclusion in a later edition of the QPL,if the Engineer finds the product acceptable for use on the Project. Use of listed products shall be restricted to the category of use for which they are listed. The Contractor shall install all products as recommended by the manufacturer. The Contractor shall replace qualified products not conforming to Specifications or not properly handled or installed at the Contractor's expense. 00160.10 Ordering, Producing, and Furnishing Materials-The Contractor shall not place orders for or produce full quantities of Materials anticipated to be required to complete the Work until the Work has advanced to a stage that allows the quantities to be determined with reasonable accuracy. A. Contractor's Duties -In purchasing, producing, or delivering Materials, the Contractor shall take into account the following: 1. Kind of work involved; 52 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00160 2. Amount of work involved; 3. Time required to obtain Materials; and 4. Other relevant factors. B. Quantity of Materials -Materials quantities shown on the Plans,or indicated by quantities and Pay Items, are subject to change or elimination. The Contractor is responsible for payment for excess Materials delivered to the Project Site or storage sites. Unless otherwise specified in the Contract, the Agency will not be responsible for: 1. Materials the Contractor may deliver or produce in excess of Contract requirements; 2. Extra expense the Contractor may incur because Materials were not ordered or produced earlier;or 3. The Contractor's expenses related to Materials ordered by the Contractor that are not subsequently approved for use. 00160.20 Preferences for Materials: A. Buy America-If federal highway funds are involved on the Project, the Contractor shall limit the quantity of foreign Materials incorporated into the Work as follows. Section 635.410 of Title 23,Code of Federal Regulations, and the Intermodal Surface Transportation Efficiency Act require that all iron or steel manufacturing processes,including without limitation the casting of ingots, for iron or steel Materials permanently incorporated into the Project shall occur in the United States, unless the cost of foreign- origin iron or steel Materials does not exceed one-tenth of one percent (0.1%) of the Contract Amount or$2,500,whichever is greater. The Contractor shall not incorporate foreign-origin iron or steel Materials in excess of this amount into the Project. All foreign-origin iron or steel Materials incorporated in the Project in excess of the amount indicated above shall be removed and replaced with domestic iron or steel Materials at the Contractor's expense. For purposes of this Specification, the cost of foreign-origin iron or steel Materials shall be the value of the iron or steel products as of the date they are delivered to the Project Site. Manufacturing processes include without limitation the application of coatings to finished iron or steel products or components. Coatings include epoxy coating, galvanizing, painting, and any other coating that protects or enhances the value of the steel or iron product or component. The Contractor shall provide the Engineer with a Certificate of Materials Origin, on a form furnished by the Engineer, before incorporating any iron or steel products into the Project. Unless a Certificate of Materials Origin has been provided to the Engineer,the Materials shall be considered of foreign origin. The Contractor shall retain manufacturers' certificates verifying the origin of all domestic iron or steel Materials for 3 years after the date of final payment for the Project,and shall furnish copies to the Engineer upon request. B. Buy Oregon-According to ORS 279A.120, the Contractor shall give preference to goods or services produced in Oregon if price, fitness, availability, and quality are equal. This provision does not apply to Contracts financed wholly or in part by federal funds. C. Recycled Materials -According to ORS 279A.010,ORS 279A.125,ORS 279A.145,ORS 279A.150,and ORS 279A.155, and subject to the approval of the Engineer, the Contractor shall use recycled products to the maximum extent economically feasible. 00160.30 Agency-Furnished Materials -Unless otherwise specified in the Special Provisions, Materials listed as Agency-furnished will be available to the Contractor free of charge. 53 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00160 The Contractor shall be responsible for all Materials furnished by the Agency and shall pay all demurrage and storage charges. The Contractor shall replace at its expense Agency-furnished Materials lost or damaged due to any cause. The locations at which Agency-furnished Materials are available will be specified in the Special Provisions. If the locations are not listed in the Special Provisions, the Agency-furnished Materials will be furnished to the Contractor at the Project Site. In either case, all costs of handling, hauling, unloading, and placing Agency- furnished Material shall be considered included in the price paid for the Pay Item involving such Material. All Agency-furnished Materials not incorporated into the Work remains the property of the Agency. The Contractor shall deliver such Materials as directed by the Engineer. 00160.50 Agency-Controlled Land;Limitations and Requirements: A. General-The Contractor shall have no property rights in,or right of occupancy on,Agency-Controlled Land. Nor shall the Contractor have the right to sell, use, remove, or otherwise dispose of any material from Agency-Controlled Land, areas, or property, except as specified in the Special Provisions or by the written authorization of the Engineer. Unless authorized in the Contract, the Contractor shall not disturb any material within Rights-of-Way without written authorization from the Engineer. Unless otherwise specified in the Contract, the ownership of all materials originating on Agency- Controlled Lands will at all times vest in, and remain within the control of,the Agency. B. Waste, Excess, and By-Product Materials -All waste, excess, and by-product materials, collectively referred to in this Subsection as "By-Products", from the manufacture or production of Materials from Agency-Controlled Lands shall remain Agency property. Unless otherwise ordered by the Engineer in writing,By-Products shall be placed as required In the Special Provisions: 1. In stockpiles at designated locations 2. At locations and in shapes that are readily accessible;and 3. In such a manner as to avoid fouling areas containing useable materials, or interfering with future plant setups to use materials from the property. The Agency will not compensate the Contractor for handling and stockpiling By-Products according to the Special Provisions requirements. If by written order the Engineer directs the Contractor to stockpile or place designated By-Products at alternate sites, the By-Products designated shall be loaded, hauled, and placed as directed, and this work will be paid for according to 00195.20. 00160.60 Contractor-Furnished Materials and Sources: A. General-The Contractor shall furnish, at its own expense, all products and Materials required for the Project from sources of its own choosing, unless such sources have been specified in the Special Provisions or Plans as Prospective or Mandatory Sources. B. Acquisition of Sources -The Contractor shall acquire, at its own expense, the rights of access to, and the use of,all sources the Contractor chooses which are not Agency-controlled and made available by the Agency to the Contractor. C. Additional Requirements- Except for continuously-operated commercial sources, Work shall not begin,nor will any Materials be accepted by the Engineer,until the Contractor has: 54 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00160 1. Given to the Engineer a copy of permits from,or proof that permits are not required from: a) The Department of Geology and Mineral Industries, as required under ORS 517.790; b) The Department of State Lands,as required under ORS 196.815 (when removing material from the bed or banks of any waters or from any Wetland);and c) Local governmental authorities having jurisdiction over land use at the source location. 2. Furnished to the Engineer written approval of the property owner, if other than the Contractor, for the Contractor's proposed plans of operation in,and reclamation of,the source. The Contractor shall include in the document containing the property owner's written approval a summary of the requirements of the permits described above,which shall be subject to the Engineer's approval. 00160.70 Requirements for Plant Operations -Before operating mixing plants, Rock crushers, or other Equipment, the Contractor shall provide the Engineer copies of all applicable discharge permits for noise, air contaminants,and water pollutants from DEQ or applicable local jurisdictions, or a letter from DEQ or the local jurisdiction stating that no permits are required for the use of the Equipment and sites. 00160.80 Requirements for Sources of Borrow and Aggregate -The Contractor shall conduct operations according to all applicable federal,State,and local laws (including without limitation ORS 517 and OAR 632- 030) when developing, using, and reclaiming all sources of Borrow material and Aggregate. The Contractor shall provide erosion control at Borrow sources that are not within the Project Site. The Contractor shall not operate in Wetlands except as allowed by permit. The Contractor shall comply with all requirements for pollution and sediment control, including without limitation the National Pollutant Discharge Elimination System where applicable. Except for continuously-operated commercial sources, the Contractor shall also conform to the following: A. If a natural growth of trees or shrubs is present,preserve a border of such to conceal land scars. B. Excavate Borrow sources and Aggregate sources, except for those in streams and rivers, to provide: 1. Reasonably uniform depths and widths; 2. Natural drainage so no water stands or collects in excavated areas,when practicable; 3. Slopes trimmed to blend with the adjacent terrain upon completion of operations; 4. Slopes covered with native soil, or acceptable plant rejects to support plant growth, if required by Specifications,Plans,or permits;and 5. A vegetative cover that blends with the adjacent natural growth. C. Excavate in quarries so that: 1. Faces will not be steeper than vertical (no overhang); 2. Vertical faces conform to Oregon OSHA standards, Division 3, and as shown on an approved development plan; 3. Floors or benches are excavated to a uniform Slope free of depressions and will drain and not interfere with the downland owner's property; and 4. Upon completion, the quarry is left appearing neat and compatible with surrounding terrain. D. Obliterate haul roads specifically built for access to sources,and restore the areas disturbed by these roads as nearly as practicable to the conditions that existed before the roads were built,unless otherwise directed by the landowner or regulatory body. 55 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00165 Section 00165 - Quality of Materials 00165.00 General-The Contractor shall incorporate into the Work only Materials conforming to the Specifications and approved by the Engineer. The Contractor shall incorporate into the Work only manufactured products made of new materials unless otherwise specified in the Contract. The Agency may require additional testing or retesting to determine whether the Materials or manufactured products meet Specifications. Materials or manufactured products not meeting the Specifications at the time they are to be used are unacceptable and must be removed immediately from the Project Site, unless otherwise directed by the Engineer. 00165.01 Rejected Materials -The Engineer may reject any Materials that appear to be defective (00150.25) or that contain asbestos. The Contractor shall not incorporate any rejected Materials into the Work. Rejected Materials whose defects have been corrected may not be incorporated into the Work until the Engineer has approved their use. The Engineer may order the removal and replacement by the Contractor,at Contractor's expense, of any defective Materials. (refer also to 00150.20) 00165.03 Testing by Agency-When testing Materials, the Agency will conduct the tests in laboratories designated by the Engineer, even though certain AASHTO, ASTM, and other Materials specifications may require testing at the place of manufacture. Results of the Agency's tests will be made available to the Contractor. 00165.04 Costs of Testing-When the Contract requires that the Agency performs the testing, the testing will be at the Agency's expense. Unless otherwise provided in the Contract, all testing required to be performed by the Contractor will be at the Contractor's expense. 00165.10 Materials Acceptance Guides -Unless otherwise specified elsewhere in the Contract, Materials will be accepted according to the following guides: A. Field-Tested Materials-Field-tested Materials will be accepted according to the ODOT Manual of Field Test Procedures (MFTP) unless otherwise specified in the Special Provisions. The MFTP is published once per year and is available from the ODOT —Construction Section, 800 Airport Road SE; Salem, OR 97301-4798; phone 503-986-3000. The MFTP is also available on the ODOT Construction Section web site. B. Nonfield-Tested Materials -Nonfield-tested Materials will be accepted according to the ODOT Nonfield Tested Materials Acceptance Guide (NTMAG), unless otherwise specified in the Special Provisions. The NTMAG is available on the ODOT Construction Section web site. 00165.20 Materials Specifications and Test Method References -References to Materials specifications and test methods of ODOT,WAQTC,AASHTO,ASTM,other governmental agencies,or other recognized organizations mean those officially adopted and in current use by the agency or organization on the first date of Advertisement for Bids. If there are conflicting references, or if no reference is made to Materials specifications or test method, Materials must meet the Materials specifications or test methods required by the first applicable of the following agencies and organizations: A. Field-Tested Materials: 1. Special Provisions 56 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00165 2. Standard Specifications; and 3. MFTP B. Nonfield Tested Materials: 1. ODOT 2. WAQTC, 3. AASHTO, 4. ASTM; 5. Other recognized national organizations, such as ANSI,AWPA,IMSA,and UL;and 6. Industry standards in the location where the Work is being performed. If there are conflicting references in the Contract to required sampling and testing frequencies,the Contractor shall sample and test the Materials according to the first applicable of the following: A. Special Provisions; B. Standard Specification;and C. MFTP. 00165.30 Field-Tested Materials A. Acceptance of Field-Tested Materials -The Contractor's test results for field-tested Materials may be verified by the Agency. Materials will be analyzed as determined by the Engineer for acceptance before the Engineer will accept them for incorporation into the Work. Incorporated Materials that do not meet Specifications will be evaluated according to 00165.01 and 00150.25. If the Agency's verification testing reveals that the Contractor's data is incorrect,the Agency may require additional testing to determine whether the Materials meet Specifications. The Contractor shall perform additional quality control testing or provide split samples to the Agency for additional testing as directed. If the Materials do not meet Specifications, the Contractor shall reimburse the Agency for the cost of the additional testing,which may be deducted from monies due or to become due the Contractor under the Contract. Incorporated Materials that do not meet Specifications will be evaluated according to 00165.01 and 00150.25. If the Materials meet Specifications the Agency will pay the cost for the additional testing. 00165.35 Nonfield-Tested Materials -Materials will be subject to acceptance testing if the Engineer so elects. The Engineer may reject damaged or non-Specification Materials regardless of the Materials Test Results and Quality Compliance Certificates furnished. A. Test Results Certificate-The Certificate shall: 1. Be from the manufacturer verifying that the Material furnished has been sampled and tested and the test results meet the Specifications. 2. Include,or be accompanied by,a copy of the specified test results (ODOT,AASHTO,ASTM,UL or other). 3. Identify the independent testing agency and the representative responsible for the test results. 4. Permit positive determination that Material delivered to the Project is the same Material covered by the test results. 5. Be delivered to the Engineer with the shipment of the material. B. Quality Compliance Certificate -The Certificate from the manufacturer shall: 1. Verify that the Material meets the Specifications, and identify by number the specified test methods used, (ODOT,AASHTO,ASTM,UL, or other) 57 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00165 2. Permit positive determination that Material delivered to the Project is the same Material covered by the certificate, 3. Be delivered to the Engineer with the shipment of the Material, or be an identification plate or mark, decal,sticker,label, or tag attached to the container or Material, C. Equipment List and Drawings -These consist of lists of proposed Equipment and Materials, such as: 1. Shop drawings 2. Material lists 3. Equipment lists 4. Catalog description sheets 5. Manufacturer's brochures Submit these lists to the Engineer for review of conformance with the Specifications. D. Certificate of Origin of Steel Materials -When specified,complete this document(ODOT Form 734- 2126) as required by 00160.20 for Federal-aid projects. 00165.50 Acceptance Sampling and Testing-The Contractor shall sample and test Materials for acceptance, as required by the Contract. Materials will be analyzed as determined by the Engineer for acceptance before the Engineer will accept them for incorporation into the Work. When the Engineer determines the Materials or Work does not conform to the Specifications the Engineer may accept the Materials or Work with pay adjustments or reject the Materials or Work per 00150.25. 00165.70 Use of Materials without Engineer's Acceptance: A. General-The Contractor shall not incorporate Materials into the Project prior to acceptance by the Engineer. The Engineer may waive this requirement temporarily if Materials are necessary for immediate traffic safety. B. Materials Incorporated for Immediate Traffic Safety-If Materials are incorporated into the Project for immediate traffic safety before acceptance by the Engineer,no payment will be made for the value of the Materials, or the costs of incorporating them, until Materials are accepted by the Engineer, or the Materials are otherwise found through testing to comply with Specifications. 00165.75 Storage and Handling of Materials -The Contractor shall store and handle Materials so as to preserve their quality and fitness for incorporation into the Work. The Contractor shall restore all storage sites to their original condition according to 00140.90, or to comply with any applicable permits, orders, or agreements,at the Contractor's expense. Stored Materials: A. Shall be readily accessible for inspection; B. May be stored on approved parts of the Right-of-Way; and C. May be stored on private property if written permission of the owner or lessor is obtained. 00165.80 Measurement-No separate measurement will be made of Work performed under this Section. 00165.90 Incidental Basis -No separate or additional payment will be made for sampling, testing, certification, or other associated Work performed under this Section,whether performed by the Contractor, manufacturer,producer or supplier. No payment will be made for providing quality control personnel. 58 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 Section 00170 -Legal Relations and Responsibilities 00170.00 General-The Contractor shall comply with all laws, ordinances, codes, regulations and rules, (collectively referred to as "Laws" in this Section), that relate to the Work or to those engaged in the Work. Where the provisions of the Contract are inconsistent or in conflict, the Contractor shall comply with the more stringent standard. The Contractor shall indemnify, defend, and hold harmless the Agency and its representatives from liability arising from or related to the violation of Laws by those engaged in any phase of the Work. This provision does not apply to Work performed by Agency employees. In any litigation, the entire text of any order or permit issued by a governmental or regulatory authority, as well as any documents referenced or incorporated therein by reference, shall be admissible for the purpose of Contract interpretation. The Contract shall not be construed against either party regardless of which party drafted it. Other than as modified by the Contract,the applicable rules of contract construction and evidence shall apply. This Contract shall be governed by and construed according to the laws of the State of Oregon without regard to principles of conflict of laws. Any dispute between the Agency and the Contractor that arises from or relates to this Contract and that is not resolved under the provisions of Section 00199 shall be brought and conducted solely and exclusively within the Circuit Court for the State of Oregon in the county where the Agency's main office is located; provided, however, if a dispute must be brought in a federal forum, then it shall be brought and conducted solely and exclusively within the United States District Court for the District of Oregon. In no event shall this Subsection be construed as a waiver by the State of Oregon on any form of defense or immunity,whether sovereign immunity, governmental immunity, immunity based on the Eleventh Amendment to the Constitution of the United States or otherwise, from any claim or from the jurisdiction of any court. CONTRACTOR BY EXECUTION OF THE CONTRACT HEREBY CONSENTS TO THE IN PERSONAM JURISDICTION OF THE COURTS REFERENCED IN THIS SECTION. 00170.01 Other Agencies Affecting Agency Contracts -Representatives of regulatory bodies or units of government whose Laws may apply to the Work shall have access to the Work according to 00150.20(d). These may include but are not limited to those in the following A,B, C,and D. A. Federal Agencies: Agriculture,Department of Forest Service Natural Resource Conservation Service Army,Department of the Corps of Engineers Commerce,Department of National Marine Fisheries Service Defense,Department of Energy,Department of Environmental Protection Agency (EPA) Federal Energy Regulatory Commission Geology Survey Health and Human Services,Department of Homeland Security,Department of U.S. Coast Guard (USCG) Housing and Urban Development,Department of 59 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 Interior,Department of Heritage, Conservation,and Recreation Service Bureau of Indian Affairs Bureau of Land Management Bureau of Mines Bureau of Reclamation Geological Survey Minerals Management Service Office of Surface Mining,Reclamation, and Enforcement Solar Energy and Energy Conservation Bank U.S. Fish and Wildlife Service Labor,Department of Mine Safety and Health Administration Occupational Safety and Health Administration (OSHA) Transportation,Department of Federal Highway Administration Water Resources Council B. State of Oregon Agencies: Administrative Services,Department of Agriculture,Department of Natural Resources Division Soil and Water Conservation District Columbia River Gorge Commission Consumer and Business Services,Department of Insurance Division Oregon Occupational Safety and Health Division (OR-OSHA) Energy, Office of Environmental Quality,Department of(DEQ) Fish and Wildlife,Department of Forestry,Department of Geology and Mineral Industries,Department of Human Resources,Department of Labor and Industries,Bureau of Land Conservation and Development Department Parks and Recreation,Department of State Lands,Department of Water Resources Department C. Local Agencies: City Councils County Courts County Commissioners,Boards of Design Commissions Historical Preservation Commissions Lane Regional Air Pollution Authority(LRAPA) Planning Commissions Port Districts Special Districts 60 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 D. Oregon Federally Recognized Tribal Governments: Burns Paiute Tribe Confederated Tribes of Coos,Lower Umpqua and Siuslaw Indians Confederated Tribes of Grand Ronde Confederated Tribes of Siletz Confederated Tribes of Umatilla Indian Reservation Confederated Tribes of Warm Springs Coquille Tribe Cow Creek Band of Umpqua Indians Klamath Tribe 00170.02 Permits,Licenses, and Taxes -As required to accomplish the Work,the Contractor shall do the following: A. Obtain all necessary permits and licenses,except for those noted in 00170.03; B. Pay all applicable charges, fees and taxes, except for those noted in 00170.03; C. Give all notices required by applicable Laws, or under the terms of the Contract; D. Comply with ORS 274.530 relating to lease of stream beds by Oregon Division of State Lands; E. License,in the State of Oregon, all vehicles subject to licensing; F. Comply with ORS 477.625 and ORS 527.670 relating to clearing and fire hazards on forest lands; and G. Comply with all orders and permits issued by a governmental authority,whether local, State, or federal. 00170.03 Furnishing Rights-of-Way, Easements and Permits -Unless required to be obtained in the name of the Contractor, the Agency will obtain and pay for the following when they are required by the applicable Laws or by Plans or Specifications: A. All necessary Rights-of-Way, Easements and Rights-of-Entry; B. Permits required for crossing or encroaching upon navigable streams; C. Permits required for removing materials from or depositing materials in waterways; D. Permits required for operating in Agency-controlled source of Materials or disposal area; E. System development fees charged by local units of government; F. Building construction permits,not including specialty work such as heating,ventilation, air conditioning, or electrical; G. Cost of referencing and replacing endangered survey monuments;and H. Environmental permits,including erosion control permits. If, after the Bid Closing date, the Agency obtains any Permits, Rights-of-Way or Easements which require changes to the Work and thereby causes an increase or decrease in the cost of, or the time required for the performance of the Work, the Contractor shall submit information sufficient for the Engineer to determine the extent of the effects on the cost and/or schedule. If the Engineer agrees the cost and/or schedule will be affected by such changes, such effects will be handled in accordance with the General Conditions. The Engineer will provide the Contractor with a copy of any such Permits,Rights-of-Way or Easements. 00170.04 Patents, Copyrights, and Trademarks -Prior to use of designs, devices,materials, or processes protected by patent, copyright, or trademark, the Contractor shall obtain from the Entity entitled to enforce the patent,copyright,or trademark all necessary evidence of legal right,to use such design,device,material or process. The Contractor shall indemnify, defend and hold harmless the Agency and all third parties and political subdivisions having a possessory or ownership interest or regulatory authority over the Project or Project Site from claims of patent, copyright or trademark infringement, and from costs, expenses and damages the 61 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 Contractor or Agency may be obligated to pay as a result of such infringement during or after completing the Work. 00170.05 Assignment of Antitrust Rights -The Contractor irrevocably assigns to the Agency any claim for relief or cause of action the Contractor acquires during the term of the Contract, or which may accrue thereafter,by reason of any violation of- A. fA. Title 15 (Commerce and Trade),United States Code; B. ORS 646.725;or C. ORS 646.730. In connection with this assignment,it is an express obligation of the Contractor to take no action that would in any way impair or diminish the value of the rights assigned to the Agency according to the provisions of this Subsection. Further,it is the express obligation of the Contractor to take all action necessary to preserve the rights assigned. It is an express obligation of the Contractor to advise the Agency's legal counsel: A. In advance, of its intention to commence any action involving such claims for relief or causes of action; B. Immediately upon becoming aware of the fact that an action involving such claims for relief or causes of action has been commenced by some other person or persons; C. The date on which it notified the obligor(s) of any such claims for relief or causes of action of the fact of the Contractor's assignment to the Agency according to the provisions of this Subsection; and D. Immediately upon the discovery of any such antitrust claim for relief or cause of action. In the event any payment is made to the Contractor under any such claims for relief, the Contractor shall promptly pay the full sum over to the Agency. In the event the Contractor fails to make such payment, the Agency may deduct the amount from monies due or to become due the Contractor under the Contract. 00170.07 Record Requirements -For purposes of this Subsection the term "Contractor" includes the Contractor,all subcontractors,Material Suppliers,and providers of rented operated Equipment(except non- DBE truck drivers),at all tiers, for all subcontracts with first-tier Subcontractors,all subcontracts between the first-tier Subcontractors and their subcontractors and any other lower tier subcontracts,and"Related Entities" as that term is defined in OAR 734-010-0400. The Material Suppliers included in this definition are those for Aggregates,Asphalt Cement Concrete,Portland Cement Concrete and the supply and fabrication of structural steel items or Material Suppliers that provide quotes. A. Records Required-The Contractor shall maintain all records,whether created before or after execution of the Contract,or during Contract performance,or after Contract completion, to clearly document: 1. The Contractor's performance of the Contract or a subcontract; 2. The Contractor's ability to continue performance of the Contract or a subcontract; and 3. All claims arising from or relating to performance under the Contract or a subcontract. These records shall include all records, including fiscal records, regardless of when created for the Contractor's business. The records for the Contractor's business include without limitation the: 1. Bidding estimates and records,worksheets,tabulations or similar documents. 2. Job cost detail reports,including monthly totals. 3. Payroll records (including without limitation the ledger or register, and tax forms) and all documents which establish the periods,individuals involved, the hours for the individuals, and the rates for the individuals. 4. Records that identify the Equipment used by the Contractor and subcontractors in the performance of the Contract or subcontracts,including without limitation, Equipment lists,rental contracts and any records used in setting rental rates. 62 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 5. Invoices from vendors,rental agencies, and subcontractors. 6. Material quotes,invoices,purchase orders and requisitions. G. Contracts with subcontractors and contracts with Material Suppliers,Suppliers and providers of rented equipment. H. Contracts or documents of other arrangements with any Related Entity as defined in OAR 734-010- 0040. I. General ledger. J. Trial Balance. K. Financial statements (including without limitation the balance sheet,income statement, statement of cash flows, and financial statement notes). L. Income tax returns. M. All worksheets used to prepare bids or claims, or to establish the cost components for the Pay Items,including without limitation, the labor,benefits and insurance,Materials,Equipment, and subcontractors. The following are examples, but not an exhaustive list,of records that would be included,if generated by the Contractor. If the Contractor generates such records, or equivalent records,they are included among the records subject to 00170.07. 1. Daily time sheets and supervisor's daily reports. 2. Collective bargaining agreements. 3. Earnings records. 4. Journal entries and supporting schedules. 5. Insurance,welfare,and benefits records. 6. Material cost distribution worksheet. 7. Subcontractors' and lower tier subcontractors'payment certificates. 8. Payroll and vendor's cancelled checks. 9. Cash disbursements journal. 10. All documents related to each and every claim together with all documents that support the amount of damages as to each claim. 11. Additional financial statements (including without limitation the balance sheet,income statement, statement of cash flows,and financial notes) preceding the execution of the Contract and following final payment of the Contract. 12. Depreciation records on all business Equipment maintained by the business involved,its accountant, or other Entity. (If a source other than depreciation records is used to develop cost for the Contractor's internal purposes in establishing the actual cost of owning and operating Equipment, all such other source documents.) The Contractor shall maintain all fiscal records in material compliance with generally accepted accounting principles, or other accounting principles that are accepted accounting principles and practices for the subject industry and adequate for the nature of the Contractor's business, and in such a manner that providing a complete copy is neither unreasonably time consuming nor unreasonably burdensome for the Contractor or the Agency. Failure to maintain the records in this manner shall not be an excuse for not providing the records. The Contractor shall include in its subcontracts, purchase orders, and all other written agreements, a provision requiring all subcontractors, Material Suppliers and providers of rented operated Equipment, (except non-DBE truck drivers), at all tiers to comply with 00170.07. The Contractor shall also require all subcontractors, Material Suppliers, and providers of rented operated Equipment, (except non-DBE truck drivers),at all tiers and Related Entities to include in their contracts, purchase orders, and all other written agreements, a provision requiring all lower tier subcontractors, Material Suppliers and providers of rented operated Equipment (except non-DBE truck drivers) to comply with 00170.07. The Material Suppliers to which this applies are those for Aggregates, Asphalt Cement Concrete, Portland Cement 63 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 Concrete and the supply and fabrication of structural steel items or Material Suppliers that provide Material quotes and Related Entities as defined in OAR 734-010-0400. B. Access to Records -The Contractor shall provide the Engineer access to or a copy of all Contractor records upon request. A Project Manager's authority to request or access records is subject to OAR 734- 010-0400(9). During the record retention period the Engineer, employees of the Agency,representatives of the Agency, or representatives of regulatory bodies or units of government may: 1. Inspect, examine and copy or be provided a copy of all Contractor records; 2. Audit the records, a Contract or the performance of a Contract; 3. Inspect, examine and audit the records when, in the Agency's sole discretion, the records may be helpful in the resolution of any claim,litigation,administrative proceeding or controversy arising out of or related to a Contract. Reasons for access to audit,inspect,examine and copy records include without limitation,general auditing, reviewing claims, checking for collusive bidding, reviewing or checking payment of required wages, performance and contract compliance, workplace safety compliance, evaluating related Entities, environmental compliance, and qualifications for performance of the Contract, including the ability to perform and the integrity of the Contractor. Where such records are stored in a computer or in other digital media,the Engineer may request, and the Contractor shall provide,a copy of the data files and such other information or access to software to allow the Engineer review of the records. Nothing in 00170.07 is intended to operate as a waiver of the confidentiality of any communications privileged under the Oregon Evidence Code. Nothing in 00170.07 limits the records or documents that can be obtained by legal process. C. Record Retention Period -The Contractor shall maintain the records and keep the records accessible and available at reasonable times and places for at least 3 years from the date of final payment under the Contract, or until the conclusion of all audits, litigation, administrative proceedings, disputes and claims arising out of or related to the Contract,whichever date is later. D. Public Records Requests -If records provided under this section contain any information that may be considered exempt from disclosure as a trade secret under either ORS 192.501(2) or ORS 646.461(4), or under other grounds specified in Oregon Public Records Law, ORS 192.410 through ORS 192.505, the Contractor shall clearly designate on or with the records the portions which the Contractor claims are exempt from disclosure,along with a justification and citation to the authority relied upon. Entire records or documents should not be designated as a trade secret or otherwise exempt from disclosure. Only specific information within a record or document should be so designated. To the extent allowed by the Oregon Public Records Law or other applicable law related to the disclosure of public records,Agency will not disclose records or portions of records the Contractor has designated as trade secrets to a third party,who is not a representative of the Agency, to the extent the records are exempt from disclosure as trade secrets under the Oregon Public Records Law or other applicable law, except to the extent Agency is ordered to disclose in accordance with the Oregon Public Records Law or by a court of competent jurisdiction.Application of the Oregon Public Records Law or other applicable law shall determine whether any record, document or information is actually exempt from disclosure. In addition, in response to a public records request, the Agency will not produce or disclose records so identified as exempt by the Contractor to any person other than representatives of the Agency,and others with authorized access under 00170.07B,without providing the Contractor a copy of the public records request,unless: 64 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 The Contractor consents to such disclosure; or Agency is prohibited by applicable law or court order from providing a copy of the public records request to the Contractor. 00170.10 Required Payments by Contractors -The Contractor shall comply with ORS 279C.505 and ORS 279C.515 during the term of the Contract. A. Prompt Payment by Contractor for Labor and Materials -As required by ORS 279C.505, the Contractor shall: 1. Make payment promptly,as due,to all Entities supplying labor or Materials under the Contract; 2. Pay all contributions or amounts due the Industrial Accident Fund,whether from the Contractor or a subcontractor,incurred in the performance of the Contract; 3. Not permit any lien or claim to be filed against the State or any political subdivision thereof, on account of any labor or Material furnished in performance of the Contract;and 4. Pay to the Department of Revenue all sums withheld from employees according to ORS 316.167. B. Prompt Payment by Contractor to First-Tier Subcontractor(s) -According to ORS 279C.580(3)(a), after the Contractor has determined and certified to the Agency that one or more of its Subcontractors has satisfactorily performed subcontracted Work,the Contractor may request payment from the Agency for the Work, and shall pay the Subcontractor(s)within 10 Calendar Days out of such amounts as the Agency has paid to the Contractor for the subcontracted Work. C. Interest on Unpaid Amount- If the Contractor or a first-tier Subcontractor fails, neglects, or refuses to make payment to an Entity furnishing labor or Materials in connection with the Contract within 30 Days after the Contractor's receipt of payment,the Contractor or first-tier Subcontractor shall owe the Entity the amount due plus interest charges that begin at the end of the 10 day period within which payment is due under ORS 279C.580(3) and that end upon final payment, unless payment is subject to a good-faith dispute as defined in ORS 279C.580(5)(b). The rate of interest on the amount due shall be in accordance with ORS 279C.515(2). The amount of interest shall not be waived. D. Agency's Payment of the Contractor's Prompt Payment Obligations -If the Contractor fails, neglects or refuses to make prompt payment of any invoice or other demand for payment for labor or services furnished to the Contractor or a Subcontractor by any Entity in connection with the Contract as such payment becomes due, the Agency may pay the Entity furnishing the labor or services and charge the amount of the payment against monies due or to become due the Contractor under the Contract. (The Agency has no obligation to pay these Entities, and Agency will not normally do so, but will refer them to the Contractor and the Contractor's Surety.) The payment of a claim by the Agency in the manner authorized in this Subsection shall not relieve the Contractor or the Contractor's Surety from obligations with respect to any such claims. E. Right to Complain to the Construction Contractors Board-If the Contractor or a subcontractor fails, neglects, or refuses to make payment to an Entity furnishing labor or Materials in connection with the Contract, the Entity may file a complaint with the Construction Contractors Board, unless payment is subject to a good-faith dispute as defined in ORS 279C.580(5)(b). F. Notice of Claim Against Bond -An Entity(which by definition includes a natural person) claiming not to have been paid in full for labor or Materials supplied for the prosecution of the Work may have a right of action on the Contractor's Payment Bond as provided in ORS 279C.600 through ORS 279C.625. 65 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 The Commissioner of the Bureau of Labor and Industries (BOLI) may have a right of action on the Contractor's and Subcontractors'public works bonds and Payment Bonds for workers who have not been paid in full, as provided in ORS 279C.600 and ORS 279C.605. 00170.20 Public Works Bond—If the original Contract Amount is $100,000 or greater,then before starting work,or if the Contract Amount is amended to a Contract Amount$100,000 or greater,and unless otherwise exempt under ORS 279C.836(4), (7) — (9), the Contractor, shall file a public works bond with the Oregon Construction Contractors Board in the amount required by ORS 279C.836 [$30,000 (1970)] before starting or continuing Work on the project. Further,the Contractor shall then include in every subcontract a provision requiring the subcontractor to have a public works bond filed with the Oregon Construction Contractors Board in the amount required by ORS 279C.836 [$30,000 (1970)] before starting work, or if the Contract Amount is amended to $100,000 or above, before continuing Work on the project. ORS 279C830(3)(A,B). The Contractor shall verify subcontractors have filed a public works bond before the subcontractor begins Work. 00170.32 Protection of Navigable Waters -The Contractor shall comply with all applicable Laws,including without limitation the Federal River and Harbor Act of March 3, 1899 and its amendments. The Contractor shall not interfere with waterway navigation or impair navigable depths or clearances, except as U.S. Coast Guard or Corps of Engineer permits allow. 00170.60 Safety, Health, and Sanitation Provisions -The Contractor shall comply with all Laws concerning safety, health, and sanitation standards. The Contractor shall not require workers to perform Work under conditions that are hazardous, dangerous, or unsanitary. Workers exposed to traffic shall wear upper body garments or safety vests that are highly visible and meet the requirements of 00225.25. Workers exposed to falling or flying objects or electrical shock shall wear hard hats. Upon their presentation of proper credentials,the Contractor shall allow inspectors of the U.S. Occupational Safety and Health Administration (OSHA) and the Oregon Occupational Safety and Health Division (OR- OSHA) to inspect the Work and Project Site without delay and without an inspection warrant. According to ORS 468A.715 and ORS 468A.720, the Contractor or a Subcontractor who performs Project Work involving asbestos abatement shall possess a valid DEQ asbestos abatement license. 00170.61 Industrial Accident Protection: A. Workers' Compensation -The Contractor shall provide workers' compensation coverage for on-the- job injuries as required by 00170.70A. 00170.62 Labor Nondiscrimination-The Contractor shall comply with all Laws concerning equal employment opportunity, including without limitation those prohibiting discrimination because of race, religion, color, sex, disability, or national origin. It is a material term of this Contract that the Contractor certifies by entering into this Contract that the Contractor has a written policy and practice that meets the requirements described in Chapter 212, Oregon Laws 2017 (House Bill 3060) for preventing sexual harassment, sexual assault and discrimination against employees who are members of a protected class and that the Contractor shall maintain the policy and practice in force during the entire term of this contract. 00170.63 Payment for Medical Care -According to ORS 279C.530,the Contractor shall promptly,as due, make payment to any person, co-partnership, association or corporation furnishing medical, surgical and hospital care services or other needed care and attention, incident to sickness or injury, to the employees of 66 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 the Contractor, of all sums that the Contractor agrees to pay for the services and all moneys and sums that the Contractor collected or deducted from the wages of employees under any law, contract or agreement for the purpose of providing or paying for the services. 00170.65 Minimum Wage and Overtime Rates for Public Works Projects: A. General-The Contractor is responsible for investigating local labor conditions. The Agency does not imply that labor can be obtained at the minimum hourly wage rates specified in State or federal wage rate publications,and no increase in the Contract Amount will be made if wage rates paid are more than those listed. B. State Prevailing Wage Requirements -The Contractor shall comply with the prevailing wage provisions of ORS 279C.800 through ORS 279C.870. 1. Minimum Wage Rates—The Bureau of Labor and Industries (BOLI) determines and publishes the existing State prevailing wage rates in the publication "Prevailing Wage Rates for Public Works Contracts in Oregon". The Contractor shall pay workers not less than the specified minimum hourly wage rate according to ORS 279C.838 and ORS 279C.840 and shall include this requirement in all subcontracts. See the Project Wage Rates page included with the Contract Booklet for additional information about which wage rates apply to the project and how to access the applicable wage rates 2. Payroll and Certified Statements — As required in ORS 279C.845, the Contractor and every subcontractor shall submit written certified statements to the Engineer on the form prescribed by the Commissioner of BOLI in OAR 839-025-0010 certifying compliance with wage payment requirements and accurately setting out the Contractor's or subcontractor's weekly payroll records for each worker employed upon the project. The Contractor and subcontractors shall preserve the certified statements for a period of 6 years from the date of completion of the Contract 3. Additional Retainage: a) Agency—As required in ORS 279C.845(7) the Agency will retain 25%of any amount earned by the Contractor on the project until the Contractor has filed the certified statements required in ORS 279C.845 and in FHWA Form 1273, if applicable. The Agency will pay to the Contractor the amount retained within 14 Days after the Contractor files the required certified statements, regardless of whether a subcontractor has failed to file certified statements. b) Contractor—As required in ORS 279C.845 (8) the Contractor shall retain 25% of any amount earned by a first tier subcontractor on the project until the first tier subcontractor has filed with the Agency the certified statements required in ORS 279C.845 and in FHWA Form 1273, if applicable. Before paying any amount retained, the Contractor shall verify that the first tier subcontractor has filed the certified statement. Within 14 Days after the first tier subcontractor files the required certified statement the Contractor shall pay the first tier subcontractor any amount retained. 4. Owner/Operator Data—For a project funded by the FHWA, the Contractor shall furnish data to the Engineer for each owner/operator providing trucking services. Furnish the data before the time the services are performed and include without limitation for each owner/operator: 67 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 a) Drivers name; b) Copy of driver's license; c) Vehicle identification number; d) Copy of vehicle registration; e) Motor vehicle license plate number; fj Motor Carrier Plate Number; g) Copy of ODOT Motor Carrier 1A Permit; and Name of owner/operator from the side of the truck C. State Overtime Requirements -As a condition of the Contract, the Contractor shall comply with the pertinent provisions of ORS 279.520 and 279C.540. 1. Maximum Hours of Labor and Overtime Pay-According to ORS 279C.540, no person shall be employed to perform Work under this Contract for more than 10 hours in any 1 Day, or 40 hours in any 1 week, except in cases of necessity,emergency, or where public policy absolutely requires it. In such instances,the Contractor shall pay the employee at least time and a half pay: a) For all overtime in excess of 8 hours a day or 40 hours in any 1 week when the work week is 5 consecutive days,Monday through Friday;or b) For all overtime in excess of 10 hours a day or 40 hours in any 1 week when the work week is 4 consecutive days,Monday through Friday;and c) For all Work performed on Saturday and on any legal holiday specified in ORS 279C.540 For additional information on requirements for overtime and establishing a work schedule see OAR 839- 025-0050 and OAR 839-025-0034. 2. Notice of Hours of Labor-The Contractor shall give written notice to employees of the number of hours per day and days per week the employees may be required to work. Provide the notice either at the time of hire or before commencement of work on this Contract, or by posting a notice in a location frequented by employees. 3. Exception -The maximum hours of labor and overtime requirements under ORS 279C.540 will not apply to the Contractor's Work under this Contract if the Contractor is a party to a collective bargaining agreement in effect with any labor organization. For a collective bargaining agreement to be in effect it shall be enforceable within the geographic area of the project,and its terms shall extend to workers who are working on the project (see OAR 839-025-0054). D. State Time Limitation on Claim for Overtime -According to ORS 279C.545, any worker employed by the Contractor is foreclosed from the right to collect any overtime provided in ORS 279C.540 unless a claim for payment is filed with the Contractor within 90 Days from the completion of the contract, provided the Contractor posted and maintained a circular as specified in this provision. Accordingly,the Contractor shall: 1. Cause a circular,clearly printed in boldfaced 12-point type containing a copy of ORS 279C.545,to be posted in a prominent place alongside the door of the timekeeper's office or in a similar place which is readily available and freely visible to any or all workers employed to perform Work; and 2. Maintain such circular continuously posted from the inception to the completion of the Contract on which workers are or have been employed. E. Additional Requirements When Federal Funds are Involved-When federal funds are involved,the following requirements shall apply in addition to the requirements of 00170.65(a) through 00170.65(d). The Contractor shall include these provisions in all subcontracts as well as ensure that all Subcontractors include these provisions in their lower tier subcontracts. 68 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 1. FHWA Requirements - For Federal-Aid projects, the Contractor shall comply with the provisions of FHWA Form 1273, "Required Contract Provisions Federal-Aid Construction Contracts". 2. Minimum Wage Rates -The Contractor shall pay each worker in each trade or occupation employed to perform any work under the contract not less than the existing State (BOLI) prevailing wage rate or the applicable federal prevailing wage rate required under the Davis-Bacon Act(40 U.S.C. 3141 et seq),whichever is higher. The Contractor shall include this provision in all subcontracts. a) See the Project Wage Rates page included with the Contract Booklet for additional information about which wage rates apply to the project and how to access the applicable wage rates. b) The applicable Davis-Bacon and BOLI wage rates will be included in the Contract 3. Payroll and Certified Statements — In addition to providing the payroll information and certified statements required under ORS 279C.845 (see 00170.65B.2), the Contractor and every subcontractor shall submit written certified statements that also meet the requirements in Section IV of FHWA Form 1273 except the Contractor and every subcontractor shall preserve the certified statements for a period of 6 years from the date of completion of the Contract. 4. Overtime -With regard to overtime pay, the Contractor shall comply with the overtime provision affording the greatest compensation required under FHWA Form 1273 and ORS 279C.540. 00170.70 Insurance: A. Insurance Coverages -The Contractor shall obtain,at its expense,and keep in effect during the term of the Contract, the insurance coverages in accordance with the Public Improvement Contract in the Contract Booklet and comply with all insurance provisions thereof. The insurance coverages shall also be maintained throughout the Contractor's Correction Period as defined in 00170.85B. 00170.71 Independent Contractor Status -The service or services to be rendered under this Contract are those of an independent contract. The Contractor is not an officer,employee,or agent of the Agency as those terms are used in ORS 30.265. 00170.74 Employee Drug Testing Program-As required by ORS 279C.505(2),the Contractor shall have in place, and maintain during the period of the Contract, an employee drug-testing program. The Agency retains the right to audit and/or monitor the program. On request by the Engineer, the Contractor shall furnish a copy of the employee drug-testing program. 00170.75 Oregon Tax Laws-The Contractor shall comply with Oregon tax laws as required by ORS 305.385. 00170.76 Subcontractors Nondiscrimination-The Contractor shall comply with ORS 279A.110 as to nondiscrimination as to relations with Subcontractors. 00170.78 Conflict of Interest-The Contractor shall not give or offer any gift,loan,or other thing of value to any member of the Agency's governing body or employee of the Agency in connection with the award or performance of any Contract. The Contractor shall not rent, lease, or purchase Materials, supplies, or Equipment, with or through any Agency employee or member of the Agency's governing body. No ex-employee of the Agency who has worked for the Agency on any phase of the Project within the prior 2 years may be employed by the Contractor to perform Work on the Project. 69 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 00170.79 Third Party Beneficiary-There are no third-party beneficiaries of the Contract, unless federal transportation funding is involved then the State of Oregon,the Oregon Transportation Commission and the Oregon Department of Transportation and their respective officers and members and employees, are third- party beneficiaries of the Contract. 00170.80 Responsibility for Damage to Work: 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 until Final Completion as determined by the Agency. The Contractor shall repair all damages to Work performed, Materials supplied, and Equipment incorporated into the Work, except as otherwise provided in this Section. B. Repair of Damage to Work-Until Final Completion, the Contractor shall promptly rebuild, repair, restore, and make good damages to all portions of the permanent or temporary Work. The Contractor shall perform all repairs of damage to Work at no additional cost to the Agency, except for repairs necessitated by damage caused by: 1. Acts of God or Nature, as defined in Section 00110;or 2. Actions of governmental authorities C. Vandalism and Theft -Vandalism includes damage to or destruction of Work or portions of Work that remain on the Project Site resulting from vandalism, criminal mischief, arson,or other criminal or illegal behavior. The Contractor shall provide reasonable protection of the Work from vandalism until Final Completion. Theft includes the loss of Work or portions of Work that are lost or stolen or otherwise unaccounted for from the Project Site or from Materials or fabrication locations. The Contractor shall remain solely responsible for all losses caused by theft,including without limitation theft that occurs in conjunction with vandalism. 00170.82 Responsibility for Damage to Property and Facilities: A. In General-As used in this Subsection, the term "Contractor" shall include the Contractor's agents, Subcontractors,and all workers performing Work under the Contract;and the term"damage"shall include without limitation soiling or staining surfaces by tracking or splashing mud, asphalt,and other materials, as well as damage of a more serious nature. The Contractor shall be solely responsible for damages arising from: 1. The Contractor's operations; 2. The Contractor's negligence,gross negligence, or intentional wrongful acts;and 3. The Contractor's failure to comply with any Contract provision. The Agency may withhold funds due the Contractor or the Contractor's Surety until all lawsuits,actions, and claims for injuries or damages are resolved,and satisfactory evidence of resolution is furnished to the Agency. B. Protection and Restoration of Agency Property and Facilities -The following requirements apply to highways,highway Structures and other improvements that are existing,under construction,or completed. The Contractor shall: 70 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 1. Provide adequate protection to avoid damaging Agency property and facilities; 2. Be responsible for damage to Agency property and facilities caused by or resulting from the Contractor's operations;and 3. Clean up and restore such damage by repair,rebuilding,replacement,or compensation,as determined by the Engineer. C. Protection and Restoration of Non-Agency Property and Facilities -The Contractor shall determine the location of properties and facilities that could be damaged by the Contractor's operations, and shall protect them from damage. The Contractor shall protect monuments and property marks until the Engineer has referenced their location and authorized their removal. The Contractor shall restore property or facilities damaged by its operations to the condition that existed before the damage, at no additional compensation. The Contractor shall provide temporary facilities when needed, e.g., to maintain normal service or as directed by the Engineer,until the required repair,rebuilding, or replacement is accomplished. The Contractor shall protect specific service signs, e.g., business logos, and tourist-oriented directional signs (TODS) from damage,whether the signs are to remain in place or be placed on temporary supports. The Contractor shall repair or replace damaged signs at no cost to the Agency. Liquidated damages will be assessed against the Contractor in the amount of$200 per day for each sign out of service for more than 5 Calendar Days because of the Contractor's operations. 00170.85 Responsibility for Defective Work-The Contractor shall make good any defective Work, Materials or Equipment incorporated into the Work,according to the provisions of Section 00150. A. Latent Defects -The Contractor shall remain liable for all latent defects resulting from causes other than fraud or gross mistakes that amount to fraud until the expiration of all applicable statutes of limitation and ultimate repose,the Performance Bond,Warranty Bond,or Correction Period,whichever expires last. The Contractor shall remain liable for all latent defects resulting from fraud or gross mistakes that amount to fraud regardless of when those latent defects may be discovered, and regardless of whether such discovery occurs outside any applicable statutes of limitation or ultimate repose or any applicable Performance Bond,Warranty Bond, or Correction Period. B. Correction Period for Agency Projects -The Contractor shall warrant all Work and workmanship, including Changed Work, Additional Work, Incidental Work, On-Site Work, and Extra Work, and Materials and Equipment incorporated in the Work, for one year from the date of Second Notification (Correction Period), except that manufacturers', installers' or suppliers' warranties and extended warranties according to 00170.85C shall not be abridged. The Correction Period warranty described herein shall include extension of the Performance Bond for a period of one year from the date of Second Notification. The Contractor shall be responsible for meeting the technical and performance Specifications required, making good the Work, and for all repairs of damage to the Work and other improvements,natural and artificial structures, systems, equipment, and vegetation caused by, or resulting in whole or in part from occurrences beginning during the warranty period and are the result of defects in Materials,Equipment, and workmanship. The Contractor shall be responsible for all costs associated with completing the repair of the defects and for associated Work including but not limited to permitting, mobilization, traffic control,erosion control,surface restoration,site cleanup and remediation caused by,or resulting in whole or in part from, defects in Materials, Equipment, or workmanship, and other Work determined by the Engineer to be necessary to complete the repair of the defects. 71 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 Within 10 Calendar Days of the Agency's written notice of defects, the Contractor, or the Contractor's Surety, shall vigorously and continuously correct and repair the defects and all related damage. If the Contractor or the Contractor's Surety fails to correct and repair the defects, the Agency may have the correction and repair done by others. The Contractor or Contractor's Surety shall promptly reimburse the Agency for all expenses incurred to correct and repair the defects. In the event of an emergency,where delay could result in serious loss or damage,the Agency may make emergency corrections and repairs,without written notice. The Contractor or Contractor's Surety shall promptly reimburse the Agency for all expenses incurred to correct and repair the defects. Corrections,repairs,replacements or changes shall be warranted for an additional 1 year period beginning on the date of the Agency's acceptance of the corrections,repairs,replacements or changes. Without limiting the general applicability of other survival clauses under the Contract, this warranty provision shall survive expiration or termination of the Contract. C. Manufacturer, Supplier or Installer Warranties and Guarantees: 1. Manufacturer, Supplier or Installer Warranties -For those Specification Sections referencing this 00170.85C.1 Subsection, the Contractor shall furnish Warranties from the Manufacturer, Supplier or Installer and signed by the respective authorized Representative. The warranty period will be specified in the applicable Specification Section for which it applies. The warranty period will begin on the date the Engineer issues Second Notification unless otherwise specified in the Contract. Corrections, repairs, replacements or changes shall be warranted for an additional Warranty period beginning on the date of the Agency's acceptance of the corrections,repairs,replacements or changes. When the Agency makes written notification to the Manufacturer, Supplier or Installer of failure of an item covered by this warranty,the warranty period will stop for the effected item or the portion of the effected item that failed, as applicable, until the required repairs or replacements are made and accepted. All repaired or replaced items shall meet current specifications, unless otherwise specified in the Contract, and will be warranted for the remaining warranty period. Warranty work shall be performed when weather permits. If, in the opinion of the Engineer, temporary repairs are necessary,the temporary repairs will be made by the Agency or an independent contractor at the Manufacturer's, Supplier's or Installer's expense. The Manufacturer, Supplier or Installer shall replace all temporary repairs at no additional cost to the Agency. The Manufacturer, Supplier or Installer shall provide all required traffic control during repair or replacement of failed items at no additional cost to the Agency. 2. Trade Practice Guarantees - For those Items installed on the Project that have customary trade practice guarantees, the Contractor shall furnish the guarantees to the Engineer at the completion of the Contract. 00170.89 Protection of Utility, Fire-control, and Railroad Property and Services; Repair; Roadway Restoration: A. Protection of Utility, Fire-Control, and Railroad Property and Services; Coordination -The Contractor shall avoid damaging the properties of Utilities,Railroads,railways,and fire-control authorities 72 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00170 during performance of the Work. The Contractor shall cooperate with and facilitate the relocation or repair of all Utilities and Utility services, as required under 00150.50, and of Railroad and fire-control property and railways. The Contractor shall conduct no activities of any kind around fire hydrants until the local fire-control authority has approved provisions for continued service. The Contractor shall immediately notify any Utility, Railroad, or fire-control authority whose facilities have been damaged. If an Entity has a valid permit from the proper authority to construct, reconstruct, or repair Utility, Railroad, or fire-control service in the Roadway,the Contractor shall allow the permit holder to perform the work. B. Restoration of Roadway after Repair Work-The Contractor shall restore the Roadway to a condition at least equal to that which existed before the repair work addressed under this Subsection was performed, as directed by the Engineer. All restoration work required as a result of Contractor's failure to protect Utilities, Railroads, railways and fire-control facilities shall be at the Contractor's expense. Restoration which constitutes Extra Work will be paid as Extra Work. 00170.92 Fencing, Protecting Stock, and Safeguarding Excavations -The Contractor shall be responsible for loss,injury, or damage that results from its failure to restrain stock and persons. A. At the Contractor's Expense -The Contractor shall restrain stock to lands on which they are confined using temporary fences or other adequate means. The Contractor shall provide adequate temporary fences or other protection around excavations to prevent animals and unauthorized persons from entering. The Contractor shall repair, at Contractor's expense and to the Engineer's satisfaction, fences damaged by the Contractor's operations and the operations of the Contractor's agents, employees and Subcontractors. B. At the Agency's Expense -The Contractor shall construct fences, or move and reconstruct fences, as shown on the Contract Documents or as directed by the Engineer. The Contractor shall tear down and remove fencing within the Right-of-Way when no longer needed,as part of the removal Work described in and paid for according to Section 00310. 00170.93 Trespass -The Contractor shall be responsible for its own, its agents' and employees', and its Subcontractors'trespass or encroachment upon, or damage to,property during performance of the Contract. 00170.94 Use of Explosives -The Contractor shall comply with all Laws pertaining to the use of explosives. The Contractor shall notify anyone having facilities near the Contractor's operations of Contractor's intended use or storage of explosives. The Contractor shall be responsible for all damage resulting from its own, its agents'and employees',and its Subcontractors'use of explosives. (see 00330.41(e) and Section 00335). 73 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 Section 00180 -Prosecution and Progress 00180.00 Scope -This Section consists of requirements for assignment of the Contract,subcontracting,time for performance, Contract responsibility,suspensions,terminations,and related provisions. 00180.05 Assignment/Delegation of Contract -Unless the Agency gives prior written consent, the Contractor shall not assign,delegate,sell,or transfer to any Entity,or otherwise dispose of any Contract rights or obligations,including without limitation: A. The power to execute or perform the Contract;or B. Any of its right, title or interest in the Contract. Any attempted assignment,delegation,or disposition without prior Agency consent shall be void. Such Agency consent will not normally be given except for the assignment of funds due under the Contract, as provided in 00180.06. If written Agency consent is given to assign, delegate, or otherwise dispose of any Contract rights or obligations, it shall not relieve the Contractor or its Surety of any part of their responsibility under the Contract. 00180.06 Assignment of Funds Due under the Contract-Assignment of funds due or to become due under the Contract to the Contractor will not be permitted unless: A. The assignment request is made on the form acceptable to the Agency; B. The Contractor secures the written consent of the Contractor's Surety to the assignment; and C. The Engineer approves the assignment. 00180.10 Responsibility for Contract -The Contractor shall direct and coordinate the operations of its employees, Subcontractors and agents performing Work, and see that the Engineer's orders are carried out promptly. The Contractor's failure to direct, supervise and control its employees, Subcontractors and agents performing Work will result in one or more of the following actions,or other actions as the Engineer deems appropriate: A. Suspension of the Work; B. Withholding of Contract payments, as necessary to protect the Agency; C. Ordering removal of individuals from the Project Site;or D. Termination of the Contract. Action by the Agency under this provision will not prejudice any other remedy it may have. 00180.15 Agency's Right to Do Work at Contractor's Expense -Except as otherwise provided in 00150.75 and 00220.60,if the Contractor neglects to prosecute the Work properly or fails to perform any provision of the Contract, the Agency may, after 2 Calendar Days'written notice, correct the deficiencies at the Contractor's expense. In situations where the Engineer reasonably believes there is danger to life or property,the Agency may immediately and without notice correct the deficiencies at the Contractor's expense. Action by the Agency under this provision will not prejudice any other remedy it may have. 00180.20 Subcontracting Limitations: 74 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 A. General-The Contractor's own organization shall perform Work amounting to at least the percentage of the original Contract Amount as indicated in the Special Provisions. The value of subcontracted Work is the full compensation to be paid to the Subcontractor(s) for all pay items in the Subcontract(s). B. Own Organization-The term "own organization", as used in Section 00180, includes only employees of the Contractor, Equipment owned or rented by the Contractor, Incidental rental of operated Equipment, and Materials and Equipment to be incorporated into the Work purchased or produced by the Contractor. C. Rental of Operated Equipment -The Agency will not allow a Disadvantaged Business Enterprise (DBE) firm to provide services without a subcontract covering all Work to be performed by the DBE firm. 00180.21 Subcontracting: A. Substitution of Disclosed Subcontractors -The Contractor may only substitute a previously disclosed first-tier Subcontractor according to the provisions of ORS 279C.585. The Contractor shall provide the Engineer with a written notification that identifies the name of the proposed new Subcontractor and the reason for the substitution. Authorized reasons for substitution are limited to the following circumstances (see ORS 279C.585(1) through ORS 279C.585(10)): 1. The disclosed Subcontractor fails or refuses to execute a written contract that is reasonably based either upon the Project Plans and Specifications,or the terms of the Subcontractor's written Bid,after having had a reasonable opportunity to do so; 2. The disclosed Subcontractor becomes bankrupt or insolvent; 3. The disclosed Subcontractor fails or refuses to perform the contract; 4. The disclosed Subcontractor fails or refuses to meet the bond requirements of the prime Contractor that had been identified prior to the Bid submittal; 5. The Contractor demonstrates to the Agency that the Subcontractor was disclosed as the result of an inadvertent clerical error; 6. The disclosed Subcontractor does not hold a license from the Construction Contractors Board and is required to be licensed by the board; 7. The Contractor determines that the Work performed by the disclosed Subcontractor is not in substantial compliance with the Plans and Specifications, or that the Subcontractor is substantially delaying or disrupting the progress of the Work; 8. The disclosed Subcontractor is ineligible to work on a public improvement according to the applicable statutory provisions; 9. The substitution is for"good cause" as defined by State Construction Contractors Board rule; or 10. The substitution is reasonably based on the Contract alternates chosen by the Agency. B. Terms of Subcontracts- Subcontracts shall provide that work performed under the subcontract shall be conducted and performed according to the terms of the Contract. Compliance with 00170.07 is required. All subcontracts, including Contractor's with the first-tier Subcontractors and those of the first-tier Subcontractors with their subcontractors, and any other lower tier subcontracts shall contain a clause or condition that if the Contractor or a subcontractor fails,neglects,or refuses to make payment to an Entity furnishing labor or Materials in connection with the Contract, the Entity may file a complaint with the Construction Contractors Board, unless payment is subject to a good-faith dispute as defined in ORS 279C.580. Additionally, according to the provisions of ORS 279C.580, subcontracts shall include: 1. A payment clause that obligates the Contractor to pay the first-tier Subcontractor for satisfactory performance under the subcontract within 10 Calendar Days out of amounts the Agency pays to the Contractor under the Contract. 75 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 2. A clause that requires the Contractor to provide the first-tier Subcontractor with a standard form that the first-tier Subcontractor may use as an application for payment or as another method by which the Subcontractor may claim a payment due from the Contractor. 3. A clause that requires the Contractor,except as otherwise provided in this subsection,to use the same form and regular administrative procedures for processing payments during the entire term of the subcontract. The Contractor may change the form or the regular administrative procedures the Contractor uses for processing payments if the Contractor: a) Notifies the Subcontractor in writing at least 45 Calendar days before the date on which the Contractor makes the change;and b) Includes with the written notice a copy of the new or changed form or a description of the new or changed procedure. 4. An interest penalty clause that obligates the Contractor, if the Contractor does not pay the first-tier Subcontractor within 30 Calendar Days after receiving payment from the Agency,to pay the first-tier Subcontractor an interest penalty on amounts due in each payment the Contractor does not make in accordance with the payment clause included in the subcontract under 00180.21B.1. The Contractor or first-tier Subcontractor is not obligated to pay an interest penalty if the only reason that the Contractor or first-tier Subcontractor did not make payment when payment was due is that the Contractor or first-tier Subcontractor did not receive payment from the Agency or the Contractor when payment was due. The interest penalty applies to the period that begins on the day after the required payment date and ends on the date on which the amount due is paid; and shall be computed at the rate specified in 00170.10C. 5. A clause that requires the Contractor's first-tier Subcontractor to include a payment clause and an interest penalty clause that conform to the standards of ORS 279C.580 (see 00180.21B.1 and 00180.21B.4) in each of the first-tier Subcontractor's subcontracts and to require each of the first-tier Subcontractor's subcontractors to include such clauses in their subcontracts with each lower-tier subcontractor or Material supplier. These payment clauses shall require the Contractor to return all retainage withheld from the Subcontractor,whether held by the Contractor or the Agency, as specified in 00195.50D. As required by ORS 279C.800 through ORS 279C.870, subcontracts shall include: a) A provision requiring the subcontractor to have a public works bond filed with the Construction Contractors Board before starting Work on the Project,unless exempt. b) A provision requiring that the workers shall be paid not less than the specified minimum hourly rate of wage. C. Contractor's Responsibilities -Whether or not stated in the subcontract agreement itself, the Contractor shall remain solely responsible for administration of the subcontract,including but not limited to: 1. Performance of subcontracted Work; 2. Progress of subcontracted Work; 3. Payments for accepted subcontracted Work;and 4. Disputes and claims for additional compensation regarding subcontracted Work. It shall be the direct responsibility of the Contractor to ensure that each and every Subcontractor will not only be issued a complete and current set of Plans and Specifications, but also that these Plans and Specifications are on the project site and in use by the Subcontractor when it is performing its portion of the project. 76 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 Subcontracted Work shall not create a contract between the Agency and the Subcontractor,will not convey to the Subcontractor any rights against the Agency, and will not relieve the Contractor or the Contractor's Surety of any of their responsibilities under the Contract. D. Failure to Comply- Failure to comply with 00180.21 will be cause for the Engineer to take action reasonably necessary to obtain compliance. This action may include,but is not limited to: 1. Suspension of the Work; 2. Withholding of Contract payments as necessary to protect the Agency; and 3. Termination of the Contract. 00180.22 Payments to Subcontractors and Agents of the Contractor-To the extent practicable, the Contractor shall pay in the same units and on the same basis of measurement as listed in the Schedule of Items for subcontracted Work or other Work not done by the Contractor's own organization. The Agency will not be responsible for any overpayment or losses resulting from overpayment by the Contractor to Subcontractors and to its other agents,work providers, service providers,and trucking service providers. If requested in writing by a first-tier Subcontractor, the Contractor shall send to the Subcontractor, within 10 Calendar Days of receiving the request, a copy of that portion of any invoice or request for payment submitted to the Agency, or pay document provided by the Agency to the Contractor, specifically related to any labor,Equipment,or Materials supplied by the first-tier Subcontractor. 00180.30 Materials, Equipment, and Work Force-The Contractor shall furnish suitable and sufficient Materials,Equipment,and personnel to properly prosecute and complete the Work. The Contractor shall use only Equipment of adequate size and condition to meet the requirements of the Work and Specifications,and to produce a satisfactory quality of Work. Upon receipt of the Engineer's written order, the Contractor shall immediately remove, and not use again on the Project without the Engineer's prior written approval, Equipment that, in the Engineer's opinion, fails to meet Specifications or produce a satisfactory product or result. The work force shall be trained and experienced for the Work to be performed. Upon receipt of the Engineer's written order,the Contractor shall immediately remove from the Project Site,and shall not employ again on the Project without the Engineer's prior written approval, any supervisor or employee of the Contractor or any subcontractor who,in the Engineer's opinion,does not perform satisfactory Work or whose conduct interferes with the progress of the Work. If the Contractor fails to remove Equipment or persons as ordered,or fails to furnish suitable and sufficient Materials,Equipment and personnel for the proper prosecution of the Work, the Engineer may suspend the Work by written notice until such orders are complied with and such deficiencies are corrected, or the Engineer may terminate the Contract under the provisions of 00180.90A. 00180.31 Required Materials, Equipment, and Methods -The Engineer's decisions under this Section are final. A. General-When the Equipment and methods to be used are not specified in the Contract,any Equipment or methods that accomplish the Work as required by the Contract will be permitted. When the Contract specifies certain Equipment or methods, the Contractor shall use the Equipment or methods specified unless otherwise authorized by the Engineer in writing. 77 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 B. Substitution of Materials and Equipment to be Incorporated into the Work-After execution of the Contract, the Engineer may approve substitution of Materials and Equipment to be incorporated into the Work as follows: 1. Reasons for Substitution -The Engineer will consider substitution only if- a) £a) In the judgement of the Engineer,the proposed Materials or Equipment are equal to or superior to the specified items in construction, efficiency and utility;or b) Due to reasons beyond the control of the Contractor,the specified Materials or Equipment cannot be delivered to the Project in sufficient time to complete the Work in proper sequence. 2. Submittal of Request -The Contractor shall submit requests for substitution to the Engineer, including manufacturers'brochures and other information needed to verify equality of the proposed item(s). C. Substitution of Equipment Specified to Perform Work-The Agency encourages development of new or improved Equipment and innovative use of Equipment. When the Specifications require Equipment of a particular size or type to be used to perform certain portions of the Work,the Contractor may submit a request to the Engineer to use Equipment of a different size or type. The request will not be considered as a cost reduction proposal under 00140.70. The request shall: 1. Be in writing and include a full description of the Equipment proposed and its intended use; 2. Include the reasons for requesting the substitution; and 3. Include evidence, obtained at the Contractor's expense and satisfactory to the Engineer, that the proposed Equipment is capable of functioning as well as or better than the specified Equipment. The Engineer will consider the Contractor's request and will provide a written response to the Contractor, either permitting or denying use of the proposed Equipment. Permission may be granted on a trial basis to test the quality of Work actually produced, subject to the following: 1. There will be no cost to the Agency, either in Contract Amount or in Contract Time; 2. The permission may be withdrawn by the Engineer at any time if, in the Engineer's opinion, the Equipment is not performing in all respects equivalent to the Equipment specified in the Contract; 3. If permission is withdrawn, the Contractor shall perform the remaining Work with the originally- specified Equipment; and 4. The Contractor shall remove and replace nonspecification Work resulting from the use of the Contractor's proposed Equipment, or otherwise correct it as the Engineer directs, at no additional compensation. D. Substitution of Methods -The Agency encourages development of new, improved, and innovative construction methods. When the Plans or Specifications require a certain construction method for a portion of the Work, the Contractor may submit a request for a change by following the provisions of 00140.70,"Cost Reduction Proposals". 00180.40 Limitation of Operations: A. In General-The Contractor shall comply with all Contract provisions and shall: 1. Conduct the Work at all times so as to cause the least interference with traffic,and 2. Not begin Work that may allow damage to Work already started. B. On-Site Work-The Contractor shall not begin On-Site Work until the Contractor has: 78 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 1. Received Notice to Proceed; 2. Filed with the Construction Contractors Board the public works bond as required in 00170.20; 3. An approved Project Work schedule; 4. An approved Traffic Control Plan; 5. An approved Spill Prevention Control and Countermeasure Plan,if required; 6. An approved Pollution Control Plan; 7. An approved Erosion and Sediment Control Plan; 8. Met with the Engineer at the required preconstruction conference;and 9. Assembled all Materials,Equipment,and labor on the Project Site,or has reasonably assured that they will arrive on the Project Site, so the Work can proceed according to the Project Work schedule. 00180.41 Project Work Schedules -The Contractor shall submit a Project Work schedule meeting the requirements of this Subsection to the Engineer. The Project Work schedule is intended to identify the sequencing of activities and time required for prosecution of the Work. The schedule is used to plan, coordinate,and control the progress of construction. Therefore, the Project Work schedule shall provide for orderly, timely, and efficient prosecution of the Work, and shall contain sufficient detail to enable both the Contractor and the Engineer to plan, coordinate, analyze, document, and control their respective Contract responsibilities. Sufficient detail shall also include all required double shifts, overtime work, or combination of both necessary to complete Contract Work within the Contract Time. The Contractor shall submit a schedule or plan for each activity that is behind schedule showing,in sufficient detail,the proposed corrective action to complete Contract Work within the Contract Time. Sufficient detail shall include all required double shifts,overtime work, or combination of both. Contractor's activity related to developing, furnishing, monitoring, and updating these required schedules is Incidental. The Contractor shall submit a supplemental "look ahead" Project Work schedule to the Engineer prior to or at each Project progress meeting. The"look ahead"Project Work schedule is supplemental to the Type A,B, or C schedule specified below. The supplemental"look ahead" Project Work schedule shall: • Identify the sequencing of activities and time required for prosecution of the Work. • Provide for orderly,timely,and efficient prosecution of the Work. • Contain sufficient detail to enable both the Contractor and the Engineer to plan,coordinate,analyze, document, and control their respective Contract responsibilities. The supplemental"look ahead" Project Work schedule shall be written in common terminology and show the planned Work activities broken down into logical, separate activities by area, stage, and size and include the following information: • The resources the Contractor, subcontractors,or services will use. • The locations of each activity that will be done including the limits of the work by mile posts,stations, or other indicators. • The time frames of each activity by Calendar Days, shifts,and hours. • All anticipated shoulder,lane, and road closures. At a minimum,the Contractor shall prepare a bar chart that: • Shows at least 3 weeks of activity including the week the bar chart is issued. • Uses a largest time scale unit of 1 Calendar Day. Smaller time scale units may be used if needed. • Is appropriate to the activities. 79 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 • Identifies each Calendar Day by month and day. Include the Contract name, Contract number, Contractor's name, and date of issue on each page of the bar chart. The Contractor shall submit the supplemental "look ahead" Project Work schedule starting at First Notification and continuing until Second Notification has been issued and all punch list items and final trimming and clean-up has been completed. The Contractor shall meet with the Engineer to review the supplemental "look ahead" Project Work schedule. If the Engineer or the Contractor determines that the current supplemental "look ahead" Project Work schedule requires changes or additions, either notations can be made on the current schedule or the Engineer may require the submittal of a revised supplemental "look ahead" Project Work schedule. Review of the current and subsequent supplemental "look ahead" Project Work schedules does not relieve the Contractor of responsibility for timely and efficient execution of the Contract. One of the following Type "A", "B", or "C" schedules will be required under the Contract. The type of schedule will be identified in the Special Provisions. A. Type "A" Schedule-When a Type "A" schedule is required, the Contractor shall do the following: 1. Schedule -Calendar Days prior to the preconstruction conference, the Contractor shall provide to the Engineer four copies of a Project Work schedule,including a time-scaled bar chart and narrative, showing: a) Expected beginning and completion dates of each activity,including all staging; and b) Elements of the Traffic Control Plan as required under 00225.05. The schedule shall show detailed Work activities as follows: a) Construction activities; b) The time needed for completion of the utility relocation work; c) Submittal and approval of Materials samples and shop drawings; d) Fabrication,installation, and testing of special Materials and Equipment;and e) Duration of Work,including completion times of all stages and their sub phases. For each activity,the Project Work schedule shall list the following information: a) A description in common terminology; b) The quantity of Work,where appropriate,in common units of measure; c) The activity duration in Calendar Days; and d) Scheduled start, completion, and time frame shown graphically using a time-scaled bar chart. The schedule shall show the Work broken down into logical, separate activities by area, stage, or size. The duration of each activity shall be verifiable by manpower and Equipment allocation, in common units of measure, or by delivery dates. The bar chart shall be prepared as follows: a) The length of bar shall represent the number of workdays scheduled. b) The time scale shall be appropriate for the duration of the Contract. c) The time scale shall be in Calendar Days. d) The smallest unit shown shall be 1 Calendar Day. e) The first day and midpoint of each month shall be identified by date. 80 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 f) Distinct symbols shall be used to denote multiple shift,holiday,and weekend Work. Each page of the bar chart shall include a title block showing the Contract name and number,Contractor's name, date of original schedule, and all update dates; and a legend containing the symbols used, their definitions, and the time scale, shown graphically. To ensure readability the bar chart shall be drawn on a reasonable size of paper up to a maximum of 36 inch by 36 inch,using multiple sheets when needed. Within 7 Calendar Days after the preconstruction conference,the Engineer and the Contractor shall meet to review the Project Work schedule as submitted. The Engineer will review the schedule for compliance with all Contract Time limitations and other restraints. Review of this and subsequent schedules by the Engineer shall not relieve the Contractor of responsibility for timely and efficient execution of the Contract. Within 10 Calendar Days of this meeting, the Contractor shall resubmit to the Engineer four copies of the Project Work schedule,including required revisions. 2. Review by the Engineer-The Project Work schedule may need revision as the Work progresses. Therefore, the Contractor shall periodically review the Project Work schedule and progress of the Work with the Engineer. If the Engineer or the Contractor determines that the Project Work schedule no longer represents the Contractor's own plans or expected time for the Work, a meeting shall be held between the Engineer and the Contractor. At this meeting, the Contractor and the Engineer shall review Project events and any changes for their effect on the Project Work schedule. The Contractor shall compile an updated Project Work schedule incorporating any changes to the Project completion time(s).The bar chart shall reflect the updated information.The Contractor shall submit four copies of the updated Project Work schedule to the Engineer within 7 Calendar Days after the meeting. The report shall include without limitation the following: a) Sufficient narrative to describe the past progress,anticipated activities,and stage Work; b) A description of any current and expected changes or delaying factors and their effect on the construction schedule;and c) Proposed corrective actions. B. Type "B" Schedule -When a Type "B Schedule is required,the Contractor shall do the following: 1. Initial Schedule- Calendar Days prior to the preconstruction conference, the Contractor shall provide to the Engineer four copies of a time-scaled bar chart Project Work schedule showing: a) Expected beginning and completion date of each activity,including all staging and b) Elements of the Traffic Control Plan as required under 00225.05. The initial schedule shall show all Work intended for the first 60 Days of the Contract to the level of detail described in (2) below, and shall show the priority and interdependence (sequencing and network logic) of all major segments of the remainder of the Work. 2. Detailed Schedule -In addition to the above requirements, and within 30 Calendar Days after the Notice to Proceed, the Contractor shall provide the Engineer one digital copy and four paper copies of a detailed time-scaled bar chart Project Work schedule indicating the critical course of the Work. The digital copy shall be compatible with MS Project 2003,Primavera P3,SureTrak Project Manager 3.0, or another scheduling program approved by the Engineer. Detailed work schedule activities shall include the following: a) Construction activities; b) The time needed for completion of the utility relocation work; c) Submittal and approval of Material samples and shop drawings; 81 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 d) Procurement of critical Materials; e) Fabrication,installation, and testing of special Material and Equipment; and 0 Duration of Work,including completion times of all stages and their sub phases. For each activity,the Project Work schedule shall list the following information: a) A description in common terminology; b) The quantity of Work,where appropriate,in common units of measure; c) The activity duration in normal workdays;and d) Scheduled start, completion, and time frame shown graphically using a time-scaled bar chart. The schedule shall show the Work broken down into logical, separate activities by area, stage,or size. The duration of each activity shall be verifiable by manpower and Equipment allocation,in common units of measure, or by delivery dates. The bar chart shall be prepared as follows: a) The length of bar shall represent the number of normal workdays scheduled. b) The time scale shall be appropriate for the duration of the Contract. c) The time scale shall be in normal workdays(every day except Saturday,Sunday,and legal holidays). d) The smallest unit shown shall be 1 Calendar Day. e) The first day and midpoint of each month shall be identified by date. 0 Distinct symbols shall be used to denote multiple shift,holiday, and weekend Work. The bar chart drawing(s) shall include a title block showing the Contract name and number, Contractor's name,date of original schedule,and all update dates;and a legend containing the symbols used,their definitions,and the time scale, shown graphically. To ensure readability the bar chart shall be drawn on a reasonable size of paper up to a maximum of 36 inch x 36 inch, using multiple sheets when needed. Within 10 Calendar Days after submission of the Project schedule the Engineer and the Contractor shall meet to review the Project schedule as submitted. Within 10 Days of the review meeting, the Contractor shall resubmit to the Engineer one digital and four paper copies of the Project schedule, including required revisions. The accepted Project schedule shall represent all Work,as well as the planned sequence and time for the Work. Review of this and subsequent schedules by the Engineer shall not relieve the Contractor of responsibility for timely and efficient execution of the Contract. 3. Review and Reporting-The Project Work schedule may require revision as the Work progresses. Therefore, the Contractor shall monitor and when necessary revise the Project Work schedule as follows: a) Review with the Engineer-The Contractor shall perform ongoing review of the Project Work schedule and progress of the Work with the Engineer. If the Engineer or the Contractor determines that the Project Work schedule no longer represents the Contractor's own plans or expected time for the Work,a meeting shall be held between the Engineer and the Contractor. At this meeting, the Contractor and the Engineer shall review Project events and any changes for their effect on the Project Work schedule. After any necessary action has been agreed upon,the Contractor shall make required changes to the Project Work schedule. The Contractor shall collect information on all activities worked on or scheduled to be worked on during the previous report period, including shop drawings,Material procurement, and Contract 82 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 Change Orders that have been issued. Information shall include commencement and completion dates on activities started or completed, or if still in progress,the remaining time duration. The Contractor shall develop detailed sub-networks to incorporate changes,Additional Work,and Extra Work into the Project Work schedule. Detailed sub-networks shall include all necessary activities and logic connectors to describe the Work and all restrictions on it. The restraints shall include those activities from the Project Work schedule that initiated the sub-network as well as those restrained by it. The Contractor shall evaluate this information and compare it with the Contractor's project schedule. If necessary, the Contractor shall make an updated bar chart schedule to incorporate the effect changes may have on the Project completion time(s). For any activity that has started, the Contractor shall add a symbol to show the actual date the activity started and the number of normal workdays remaining until completion. For activities that are finished, a symbol shall be added to show the actual date. The Contractor shall submit one digital and four paper copies of the updated bar chart to the Engineer within 7 Days after the progress meeting, along with a progress report as required by(b) below. b) Progress Report -The Contractor shall submit a progress report to the Engineer each month. The report shall include the following: 1) Sufficient narrative to describe the past progress,anticipated activities, and stage Work; 2) A description of any current and expected changes or delaying factors and their effect on the construction schedule;and 3) Proposed corrective actions. C. Type "C" Schedule -When a Type "C" Schedule is required, the Contractor shall do the following: 1. Initial Schedule - 10 Calendar Days prior to the preconstruction conference, the Contractor shall provide to the Engineer one digital copy and four paper copies of a time-scaled bar chart Project Work schedule. The digital copy shall be compatible with MS Project 2003,Primavera P3,SureTrak Project Manager 3.0, or another scheduling program approved by the Engineer. The initial schedule shall show: a) The expected beginning and completion date of each activity,including all stages and phases; b) The time needed for completion of the utility relocation work; and c) The elements of the traffic control plan as required under 00225.05. A logic diagram and a time-scaled bar chart will be acceptable in lieu of a time-scaled logic diagram. The initial schedule shall show all Work intended for the first 60 Days of the Contract to the level of detail described in (2) below, and shall show the priority and interdependence (sequencing and network logic) of all major segments of the remainder of the Work. 2. Detailed Project Work Schedule -In addition to the above requirements, and within 30 Calendar Days after First Notification, the Contractor shall provide the Engineer one digital copy and four paper copies of a detailed time-scaled critical path method (CPM)network Project Work schedule and computer analysis printout, both clearly indicating the critical path. The digital copy shall be compatible with MS Project 2003,Primavera P3,SureTrak Project Manager 3.0,or another scheduling program approved by the Engineer. The first submitted detailed time-scaled critical path method (CPM) network Project Work schedule shall also contain a listing of the quantity of Work for each activity,when appropriate,in common units of measure. 83 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 Detailed work schedule activities shall include the following: a) Construction activities; b) Any limitations of operation specified in 00180.40; c) The time needed for completion of the utility relocation work; d) Implementation of TCP for each stage and phase; e) Submittal and approval of Material samples,mix designs,and shop drawings; Agency timeframes to process and return Contractor submitted plans, working drawings, equipment lists and other submittals; g) Procurement of critical Materials; h) Fabrication,installation, and testing of special Material and Equipment; i) Duration of Work,including completion times of all stages and their sub-phases; and j) Specified cure times for all concrete elements. The activities shall be separately identifiable by coding or use of sub-networks or both. The duration of each activity shall be verifiable and consistent with the description in the Project narrative required in (3) below. Detailed sub-networks shall include all necessary activities and logic connectors to describe the Work and all restrictions on it. In the restraints, include those activities from any Project Work schedule that initiated the sub-network as well as those restrained by it. The time scale used on the Contractor's detailed time-scaled critical path method (CPM) network Project Work schedule shall be appropriate for the duration of the activities and the Project duration. The time scale shall be in normal workdays, defined as every day except Saturday, Sunday and legal holidays,with calendar dates identified no less than the first and midpoint of each calendar month. The smallest unit shown shall be 1 Day. The network shall show the length of the activity or part scaled to accurately represent the number of normal workdays scheduled. Distinct symbols or graphics shall be used to show multiple shift,holiday,or weekend work. The schedule network drawing(s) shall include a title block showing the Contract name and number, Contractor's name,date of original schedule,and all update dates;and a legend containing the symbols used,their definitions,and the time scale, shown graphically. To ensure readability the drawings shall be on a reasonable size of paper up to a maximum of 36 inch x 36 inch, using multiple sheets when needed. The Contractor shall include a tabulation of each activity in the computer mathematical analysis of the network diagram. The following information represents the minimum required for each activity: a) Event (node) number(s) for each activity; b) Maintain event(node) numbers throughout the Project; c) Activity description; d) Original duration of activities (in normal workdays); e) Estimated remaining duration of activities (in normal workdays); f) Earliest start date and actual start date (by calendar date); g) Earliest finish date and actual finish date (by calendar date); h) Latest start date (by calendar date); i) Latest finish date (by calendar date); and j) Slack or float time (in workdays). Computer print-outs shall consist of at least a node sort and an "early start/total-float" sort. 84 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 Within 14 Calendar Days after submission of the detailed time-scaled critical path method (CPM) network Project Work schedule, the Engineer and the Contractor shall meet to review the detailed time-scaled critical path method (CPM) network Project Work schedule as submitted. Within 7 Calendar Days of the meeting, the Contractor shall resubmit to the Engineer one digital and four paper copies of the detailed time-scaled critical path method (CPNnetwork Project Work schedule, including required revisions. This first accepted detailed time-scaled critical path method (CPM) network Project Work schedule, also called the accepted Project Work schedule, shall represent all Work, as well as the planned sequence and time for the Work. Review and acceptance of any Project Work schedules and Project narratives by the Engineer shall not relieve the Contractor of responsibility for timely and efficient execution of the Contract. 3. Project Narrative -In addition to the above requirements, and within 30 Calendar Days after First Notification, the Contractor shall provide to the Engineer a final written Project narrative that discusses the planning, coordinating, scheduling and resourcing of the Work. The Project narrative shall include the following written description: a) Plans for staging the project. b) All critical activities. c) All near critical activities defined as those with less than 30 Days of float. d) All subcontractor activities that are critical,near critical, and those that are greater than two weeks in duration. e) Labor resourcing, by stage and phase, to include the number of crews, average crew size and planned night/weekend shifts including that of subcontractors. Equipment allocation, by stage and phase to include mobilization, demobilization and planned activities including that of subcontractors. g) Notifications required under the Contract during each stage and phase which may include but is not limited to road closures, lanes closures, night work, cold plane pavement removal, and pile driving. h) Provide discussion on addressing reasonably predictable weather conditions and their impact on all weather sensitive activities. Also, provide discussion on other weather limitations that may affect the project schedule. i) Submittal and approval of material samples,mix designs,and shop drawings. j) Procurement of critical materials. k) Plans for dealing with"unique" construction items. 1) Coordination of utilities and any immediate concerns for impacts/delays. m) Constructability issues. n) Cost Reduction Proposals and/or immediate requests for changes to the specifications. o) Concerns/issues that need to be addressed within the first 90 Days following First Notification. The accepted Project narrative shall represent all critical and near critical Work,as well as the planned sequence and time for the Work. 4. Review and Reporting-The Project Work schedule may require revision as the Work progresses. Therefore, the Contractor shall monitor and when necessary revise the Project Work schedule as follows: a) Review with the Engineer-The Contractor shall perform ongoing review of the accepted Project Work schedule and progress of the Work with the Engineer. If the Engineer or the Contractor determines that the accepted Project Work schedule no longer represents the Contractor's own plans or expected time for the Work, a meeting shall be held between the Engineer and the Contractor. At this meeting, the Contractor and the Engineer shall review 85 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 Project events and any changes for their effect on the accepted Project Work schedule. After any necessary action has been agreed upon,the Contractor shall make required changes to the accepted Project Work schedule and associated Project narrative. Upon acceptance by the Engineer, this will become the new accepted Project Work schedule and associated Project narrative. The Contractor shall collect information on all activities worked on or scheduled to be worked on during the previous report period, including shop drawings, Material procurement, and Contract Change Orders that have been issued. Information shall include actual start and completion dates on activities started or completed, or if still in progress,the remaining time duration. The Contractor shall develop detailed sub-networks to incorporate changes, Additional Work, and Extra Work into the Project Work schedule. Detailed sub-networks shall include all necessary activities and logic connectors to describe the Work and all restrictions on it. The restraints shall include those activities from the Project Work schedule that initiated the sub-network as well as those restrained by it. The procedure for acceptance of the revised or updated Project Work schedule as the new accepted Project Work schedule will be as provided above. The Contractor shall evaluate this information each month and compare it with the accepted Project Work schedule. The Contractor shall make an updated bar chart schedule to incorporate the effect changes may have on the Project completion time(s). For any activity that has started,the Contractor shall add a symbol to show the actual date the activity started and the number of normal workdays remaining until completion. For activities that are finished,a symbol shall be added to show the actual date. The Contractor shall submit, digitally and in paper, copies of the updated bar chart to the Engineer within 7 Days after the progress meeting, along with a progress report as required by "b." below. b) Progress Report -Each month the Contractor shall submit a progress report and an update of the Project Work schedule to the Engineer. The report and updated schedule shall be submitted both digitally and in paper copy and shall include the following: • A sufficient description,in narrative form, to describe the past progress,anticipated activities, and stage Work; • A description of any current and expected changes or delaying factors and their effect on the construction schedule; • Proposed corrective actions; • Proposals to keep the Project on schedule in the event of a delay; and • Any changes to the logic as compared to the accepted Project Work schedule. D. Substitution of Schedules -When a Type "A" schedule is required, a Type "B" or Type "C" schedule may be substituted for the Type "A" schedule. When a Type"B" schedule is required,a Type"C" schedule may be substituted for the Type"B" schedule. E. Specified Contract Time Not Superseded by Schedule Revisions -The completion dates in any Project Work schedule and any revised or updated Project Work schedules shall be within the Contract Time(s) specified for the Project, or within adjusted Contract Times approved according to 00180.80(c). Acceptance of any Project Work schedule or any revised or updated Project Work schedules shall not constitute approval of any completion dates that exceed such Contract Time(s). If the Contractor believes that additional Contract Time is due, the Contractor shall submit,with a revised Project Work schedule, a request for adjustment of Contract Time according to 00180.80(c). A request for an adjustment of Contract Time will be evaluated using the most recently accepted Project Work schedule. 86 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 F. Float Time -Float time shown on the Project Work schedule,including any time between a Contractor's scheduled completion date and the specified Contract Time(s), does not exist for the exclusive use of either party to the Contract and belongs to the Project. G. Schedules Do Not Constitute Notice - Submittal of a Project Work schedule,with supporting Project narrative, does not constitute or substitute for any notice the Contractor is required under the terms of the Contract to give the Agency. H. Failure to Provide Schedule -The Project Work schedule is essential to the Agency. The Contractor's failure to provide the schedule, schedule information, progress reports, Project narratives, or schedule updates when required will be cause to suspend the Work,or to withhold Contract payments as necessary to protect the Agency,until the Contractor provides the required information to the Engineer. 00180.42 Preconstruction Conference -Unless otherwise approved in writing by the Engineer,before any Work is performed and within 7 Calendar Days of the Notice to Proceed, the Contractor shall meet with the Engineer for a preconstruction conference at a time mutually agreed upon. 00180.43 Commencement and Performance of Work-From the time of commencement of the Work to the time of Final Acceptance the Contractor shall: A. Provide adequate Materials,Equipment,labor,and supervision to perform and complete the Work; B. Perform the Work as vigorously and as continuously as conditions permit, and according to a Project Work schedule that ensures completion within the Contract Time or the adjusted Contract Time; C. Not voluntarily suspend or slow down operations without prior written approval from the Engineer;and D. Not resume suspended Work without the Engineer's written authorization. 00180.44 Project Meetings -The Contractor shall participate in conferences and meetings for the purposes of addressing issues related to the Work,reviewing and coordinating progress of the Work and other matters of common interest to the Contractor,Engineer and Agency. A. Meeting Participants - Representative of entities participating in meetings shall be qualified and authorized to act on behalf of entity each represents. B. Meet in Agency's meeting room facility, or in a location otherwise agreed to by Agency and Contractor. C. Engineer will distribute to each anticipated participant written notice and agenda of each meeting at least 4 days before meeting. D. Require attendance of Contractor's superintendent and project manager, and Subcontractors who are or are proximate to be actively involved in the Work, or who are necessary to agenda. E. Engineer will invite agencies,utility companies or others when the Work affects their interests,and others necessary to agenda. F. Engineer will record minutes of meeting and distribute copies of minutes within 7 days of meeting to participants and interested parties. Contractor shall advise Engineer within two days of receipt of meeting minutes if Contractor does not agree with content of minutes. G. Progress Meetings 1. Purpose of Progress Meetings: To expedite Work of Subcontractors or other organizations that are not meeting scheduled progress,resolve conflicts,and coordinate and expedite execution of the Work. 2. Attend regularly scheduled bi-weekly progress meetings conducted by Engineer. 87 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 3. Review progress of the Work, Progress Scheduled, 3-week look-ahead schedule, narrative report, Application for Payment,record documents,and additional items of current interest that are pertinent to execution of the Work. 4. Verify: a) Actual start and finish dates of completed activities since last progress meeting. b) Durations and progress of activities not completed. c) Reason, time, and cost data for Change Order Work that will be incorporated into Progress Schedule and Application for Payment. d) Percentage completion of items on Application for Payment e) Reasons for required revisions to Progress Schedule and their effect on Contract Time and Contract Amount. 5. Review status of Requests for Clarification/Information and Submittals review. 6. Discuss Project safety and security. 7. Discuss traffic control. 8. Discuss potential problems which may impede scheduled progress and corrective measures. H. Coordination Meetings 2. Purpose of Coordination Meetings: To coordinate the Work of this Contract with the Work of the Agency and with Work of other Contractors. I. Pre-Event Meetings 1. Prior to start of critical activities, the Contractor shall schedule a meeting with Engineer to review applicable specifications and drawings, coordination of inspection requirements and other key activities. J. Pre-Survey Conference 1. The Contractor, applicable Subcontractors, Contractor's surveyor, Agency and Agency's surveyor shall meet with the Engineer two weeks prior to beginning survey work. The purpose of the meeting is to discuss methods and practices of accomplishing the survey work. K. Other Meetings 1. The Contractor shall prepare for and attend other meetings as identified elsewhere in the Contract Documents. 00180.50 Contract Time to Complete Work: A. General-The time allowed to complete the Work or Pay Item is stipulated in the Special Provisions, and will be known as the "Contract Time". (see 00110.20) B. Kinds of Contract Time -The Contract Time will be expressed in one or more of the following ways 88 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 1. Fixed Date Calculation -The calendar date on which the Work or Pay Item shall be completed;or 2. Calendar Day Calculation-The number of Calendar Days from a specified beginning point in which the Work or Pay Item shall be completed. 3. Work Day Calculation—The number of Work Days from a specified beginning point in which the Work or Pay item shall be completed. C. Beginning of Contract Time -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. When the Contract Time is stated in Work Days,counting of Contract Work Days will begin with the first Work day following the date of the Notice to Proceed. D. Recording Contract Time -All Contract Time will be recorded and charged to the nearest one-half Day. Contract Times may be extended because of delays in the completion of the Work due to abnormal weather conditions provided that the Contractor shall, within 10 days of the beginning of such delay, notify Engineer in writing of the cause of the delay and request an extension of time. Such requests shall be accompanied with supporting documentation referenced to the NOAA INDEX weather in the Project vicinity. Engineer will make recommendations to Agency to extend the Contract Times for completing the Work when,in Engineer's judgment,the findings of facts and extent of delay justify such an extension. Contractor shall not be entitled to any additional compensation of any kind arising out of or relating to abnormal weather conditions. On Contracts with Calendar Day or Work Day counts, the Engineer will furnish the Contractor a weekly statement of Contract Time charges. The statement will show the number of Calendar Days counted for the preceding week and the number of Calendar Days remaining prior to the established completion date. For Contracts with fixed completion dates or fixed milestone completion dates for Pay Items, the Engineer will furnish the Contractor a weekly statement of Contract Time charges only after expiration of the Contract Time. The statement will show the number of Calendar Days of liquidated damages that have been assessed,if any. These statements will include any exclusions from,or adjustments to, Contract Time. E. Exclusions from Contract Time -Regardless of the way Contract Time is expressed in the Contract, certain Calendar Days will not be charged against Contract Time. These exclusions will be allowed when the Contractor is prevented from performing Work due to one of the following reasons,resulting in delay: 1. Acts of God or Nature; 2. Court orders enjoining prosecution of the Work; 3. Strikes, labor disputes or freight embargoes that, despite the Contractor's reasonable efforts to avoid them, cause a shutdown of the entire Project or one or more major operations. "Strike" and "labor dispute"may include union action against the Contractor,a Subcontractor,a Materials supplier,or the Agency; or 4. Suspension of the Work by written order of the Engineer for reasons other than the Contractor's failure or neglect. F. Time Calculation Protest-In the event the Contractor disputes the accuracy of the statement of Contract Time charges, it shall immediately contact the Engineer and attempt to resolve the dispute. If the dispute cannot be resolved informally, the Contractor shall submit a formal written protest to the Engineer within 7 Calendar Days of the date the Engineer mailed or delivered the statement. Failure to 89 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 submit a formal written protest within the 7 Calendar Day period constitutes the Contractor's approval of the time charges,or adjusted time charges,itemized in the statement. G. End of Contract Time -When the Engineer determines that the On-Site Work has been completed, except for the items listed below,the Engineer will issue a Second Notification. The Second Notification will list: 1. The date the time charges stopped; 2. Final trimming and cleanup tasks (see 00140.90); 3. Equipment to be removed from the Project Site; 4. Minor corrective work(punch list);and 5. Submittals, including without limitation all required certifications, bills, forms, warranties, certificate of insurance coverage (00170.70), and other documents, required to be provided to the Engineer before Third Notification will issue. The Contractor shall complete all tasks listed in the Second Notification in an expeditious manner within the time frame specified for Final Completion. 00180.60 Notice of Delay -The Contractor shall notify the Engineer of any delay that will likely prevent completion of the Work or a Pay Item by the date specified in the Project Work schedule. The notice shall be in writing and shall be submitted within 7 Calendar Days of when the Contractor knew or should have known of the delay. The notice shall include,to the extent available,the following: A. The reasons or causes for the delay; B. The estimated duration of the delay and the estimated resulting cumulative delay in Contract completion; C. Except for 00180.50E and 00180.65 delays, whether or not the Contractor expects to request an adjustment of Contract Time due to the delay; D. Whether or not the Contractor expects to accelerate due to the delay; and E. Whether or not the Contractor expects to request additional compensation due to the delay. Except for 00180.50E and 00180.65 delays, failure to include this information will constitute waiver of the Contractor's right to later make such a request. 00180.65 Rights-of-Way and Access Delays -Right-of-Way and access delays will be taken into consideration in adjusting Contract Time, and in approving additional compensation if the performance of the Work is delayed because of the Agency's failure to make available to the Contractor: A. Necessary Rights-of-Way; B. Agency-owned or Agency-controlled Materials sources that are offered in the Contract for the Contractor's use; or C. Access to, or rights of occupancy of,buildings and other properties the Contractor is required to enter or to disturb according to Contract requirements. If the duration and time period of an anticipated delay is stated in the Special Provisions, only the delay occurring beyond that duration and time period will be considered for adjusting Contract Time or providing additional compensation. 00180.70 Suspension of Work: A. General-The Engineer has authority to suspend the Work,or part of the Work, for any of the following causes: 1. Failure of the Contractor to correct unsafe conditions; 90 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 2. Failure of the Contractor to carry out any provision of the Contract; 3. Failure of the Contractor to carry out orders issued by the Engineer, the Agency, or any regulatory authority; 4. Existence of conditions unsuitable to proper or safe performance of the Work;or 5. Any reason considered by the Agency to be in the public interest. When Work has been suspended for any reason, the Contractor shall not resume Work without the Engineer's written authorization. B. Contractor's Responsibilities during and after Suspension -During periods of suspension of the Work,the Contractor shall continue to be responsible for protecting and repairing the Work according to 00170.80, and for ensuring that a single designated representative responsible for the Project remains available according to 00150.40B. When Work is resumed after suspension,unless otherwise specified in the Contract,the Contractor shall perform the following at no additional compensation: 1. Replace or repair any Work,Materials,and Equipment to be incorporated into the Work that was lost or damaged because of the temporary use of the Project Site by the public; and 2. Remove Materials, Equipment, and temporary construction necessitated by temporary maintenance during the suspension, as directed by the Engineer. C. Compensation and Allowances for Suspension-Compensation and allowance of additional Contract Time due to suspension of any portion of the Work will be authorized only for Agency-initiated suspensions for reasons other than the Contractor's failure or neglect. (refer to 00180.50(e),00180.65,and 00195.40) 00180.80 Adjustment of Contract Time: A. General-Contract Time established for the Work will be subject to adjustment, either by increase or decrease, for causes beyond the control of the Contractor, according to the terms of this Subsection. After adjustment, the Contract Time will become, and be designated as, the "Adjusted Contract Time". Except as provided in 00180.65 and 00195.40, an adjustment of Contract Time shall be the Contractor's only remedy for any delay arising from causes beyond the control of the Contractor. B. Contractor's Request Not Required-The Engineer may increase or decrease the Contract Time or the Adjusted Contract Time if Change Orders or Extra Work orders issued actually increase or decrease the amount of time required to perform the Work. The Engineer may also increase Contract Time in the event of Right-of-Way and Access delays (see 00180.65), and those delays due to causes beyond the Contractor's control specified in 00180.50E. The Engineer will promptly inform the Contractor of adjustments made to Contract Time according to this Subsection, and will include the reasons for adjustment. If the Agency anticipates delay during performance of the Contract, and specifies its expected duration and time period in the Special Provisions, the Engineer will only consider additional delay beyond the stipulated duration and time period in determining whether to adjust Contract Time. C. Contractor's Request Required -In the event the Contractor believes that additional Contract Time is due,the Contractor shall submit to the Engineer a timely request for adjustment of Contract Time. The Engineer will not consider untimely requests. The Agency regards as timely only those requests for adjustment of Contract Time that: 1. Accompany a proposed revised Project Work schedule submitted according to 00180.41, for comparison with the last revision of the Project Work schedule; or 91 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 2. Are not otherwise deemed waived and are submitted within 15 Days after the date of Second Notification,if Second Notification has been issued. The Engineer will not grant an adjustment of Contract Time for events that occurred prior to the date of the last revision of the Project Work schedule. The Engineer will not authorize, nor the Agency pay, acceleration costs incurred by the Contractor prior to its submittal of a request for adjustment of Contract Time to which the acceleration costs relate. The Contractor's request for adjustment of Contract Time shall be submitted to the Engineer on a form provided by, or in a format acceptable to, the Engineer, and shall include a copy of the written notice required under 00180.60. The request shall include without limitation: 1. Consent of the Contractor's Surety if the request totals more than 30 Calendar Days of additional Contract Time; 2. Sufficient detail for the Engineer to evaluate the asserted justification for the amount of additional Contract Time requested; 3. The cause of each delay for which additional Contract Time is requested, together with supporting analysis and data; 4. Reference to the Contract provision allowing Contract Time adjustment for each cause of delay; 5. The actual or expected duration of delay resulting from each cause of delay, expressed in Calendar Days; and 6. A schedule analysis based on the current approved Project Work schedule for each cause of delay, indicating which activities are involved and their impact on Contract completion. D. Basis for Adjustment of Contract Time -In the adjustment of Contract Time, the Engineer will consider causes that include, but are not limited to: 1. Failure of the Agency to submit the Contract and bond forms to the Contractor for execution within the time stated in 00130.50, or to submit the Notice to Proceed within the time stated in 00130.90.- 2. 0130.90;2. Errors, changes, or omissions in the Supplemental Drawings, quantities, or Specifications; 3. Performance of Extra Work; 4. Failure of the Agency or Entities acting for the Agency to act promptly in carrying out Contract duties and obligations; 5. Acts or omissions of the Agency or Entities acting for the Agency that result in unreasonable delay referenced in 00195.40; 6. Causes cited in 00180.50(e); and 7. Right-of-way and access delays referenced in 00180.65. The Engineer will not consider requests for adjustment of Contract Time based on any of the following: 1. Contentions that insufficient Contract Time was originally specified in the Contract; 2. Delays that do not affect the specified or Adjusted Contract Time; 3. Delays that affect the Contractor's planned early completion, but that do not affect the specified or adjusted Contract Time; 4. Shortage or inadequacy of Materials,Equipment or labor; 5. Work stoppage required by the Engineer to determine the extent of Work defects 6. Time for the Contractor to correct the Work defects from date of notification of the defects until the correction work is completed and has been approved by the Engineer. 7. Late delivery of Materials and Equipment to be incorporated into the Work, except under those conditions referenced in 00180.50(e); 8. Different area of Material source in 00160.40(a); 9. Substitution of Equipment in 00180.31(c); 10. Reasonably predictable weather conditions;or 92 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 11. Other matters within the Contractor's control or Contract responsibility. E. Consideration and Response by Agency-The Engineer will only consider a Contractor's request for Contract Time adjustment submitted according to the requirements of 00180.80C. The Engineer may elect not to consider claimed delays that do not affect the specified or adjusted Contract Time required to complete the Work. The Engineer may adjust Contract Time for causes not specifically identified by the Contractor in its request. The Engineer will review a properly submitted request for Contract Time adjustment, and within a reasonable time will advise the Contractor of the Engineer's findings. If the Contractor disagrees with the Engineer's findings,the Contractor may request review according to the procedure specified in 00199.40. 00180.85 Failure to Complete on Time; Liquidated Damages: A. Time is of the Essence-Time is of the essence in the Contractor's performance of the Contract. Delays in the Contractor's performance of the Work may inconvenience the traveling public, interfere with business and commerce,and increase cost to the Agency. It is essential and in the public interest that the Contractor prosecute the Work vigorously to Contract completion. The Agency does not waive any rights under the Contract by permitting the Contractor to continue to perform the Contract,or any part of it,after the Contract Time or adjusted Contract Time has expired. B. Liquidated Damages-The Agency will sustain damage if the Work is not completed within the specified Contract Time. However, in certain Agency projects it may be unduly burdensome and difficult to demonstrate the exact dollar value of such damages. The Agency will identify such projects in the Special Provisions related to them. In these projects,the Contractor agrees to pay to the Agency,not as a penalty but as liquidated damages, the amount specified in the Special Provisions for each Calendar Day the Contractor expends performing the Contract in excess of the Contract Time or adjusted Contract Time. Payment by the Contractor of liquidated damages does not release the Contractor from its obligation to fully and timely perform the Contract according to its terms. Nor does acceptance of liquidated damages by the Agency constitute a waiver of the Agency's right to collect any additional damages it may sustain by reason of the Contractor's failure to fully perform the Contract according to its terms. The liquidated damages shall constitute payment in full only of damages incurred by the Agency due to the Contractor's failure to complete the Work on time. If the Contract is terminated according to 00180.90A, and if the Work has not been completed by other means on or before the expiration of Contract Time or adjusted Contract Time, liquidated damages will be assessed against the Contractor for the duration of time reasonably required to complete the Work. 00180.90 Termination of Contract and Substituted Performance: A. Termination for Default-Termination of the Contract for default may result if the Contractor: 1. Fails to comply with the requirements for records; 2. Violates any material provision of the Contract; 3. Disregards applicable laws and regulations or the Engineer's instructions; 4. Refuses or fails to supply enough Materials,Equipment or skilled workers for prosecution of the Work in compliance with the Contract; 93 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 5. Fails to make prompt payment to Subcontractors; 6. Makes an unauthorized general assignment for the benefit of the Contractor's creditors; 7. Has a receiver appointed because of the Contractor's insolvency; 8. Is adjudged bankrupt and the court consents to the Contract termination; or 9. Otherwise fails or refuses to faithfully perform the Contract according to its terms and conditions. If the Contract is terminated by the Agency, upon demand the Contractor and the Contractor's Surety shall provide the Engineer with immediate and peaceful possession of the Project Site,and of all Materials and Equipment to be incorporated into the Work,whether located on and off the Project Site, for which the Contractor received progress payments under 00195.50. If the Contract is terminated for default,neither the Contractor nor its Surety shall be: 1. Relieved of liability for damages or losses suffered by the Agency because of the Contractor's breach of Contract; or 2. Entitled to receive any further progress payments until the Work is completed. However, progress payments for completed Work that remain due and owing at the time of Contract termination may be made according to the terms of 00195.70, except that the Engineer will be entitled to withhold sufficient funds to cover costs incurred by the Agency as a result of the termination. Final payment to the Contractor will be made according to the provisions of Section 00195. If a termination under this provision is determined by a court of competent jurisdiction to be unjustified, the termination shall be deemed a termination for public convenience. B. Substituted Performance -According to the Agency's procedures, and upon the Engineer's recommendation that sufficient cause exists, the Agency, without prejudice to any of its other rights or remedies and after giving the Contractor and the Contractor's Surety 10 Calendar Days' written notice, may: 1. Terminate the Contract; 2. Substitute the Contractor with another Entity to complete the Contract; 3. Take possession of the Project Site; 4. Take possession of Materials on the Project Site; 5. Take possession of Materials not on the Project Site, for which the Contractor received progress payments under 00195.50; 6. Take possession of Equipment on the Project Site that is to be incorporated into the Work; 7. Take possession of Equipment not on the Project Site that is to be incorporated into the Work, and for which the Contractor received progress payments under 00195.70;and 8. Finish the Work by whatever method the Agency deems expedient. If,within the 10 Calendar Day notice period provided above, the Contractor and/or its Surety corrects the basis for declaration of default to the satisfaction of the Engineer,or if the Contractor's Surety submits a proposal for correction that is acceptable to the Engineer, the Contract will not be terminated. C. Termination for Public Convenience -The Engineer may terminate the Contract for convenience in whole or in part whenever the Engineer determines that termination of the Contract is in the best interest of the public and for,but not limited to,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;or; 94 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00180 3. If Agency 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 Contract may be modified to accommodate a reduction in funds; or 4. 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 Contract, The Engineer will provide the Contractor and the Contractor's Surety 7 Calendar Days' written notice of termination for public convenience. After such notice, the Contractor and the Contractor's Surety shall provide the Engineer with immediate and peaceful possession of the Project Site, and of Materials and Equipment to be incorporated into the Work,whether located on and off the Project Site, for which the Contractor received progress payments under 00195.50. Termination under any provision of this paragraph shall not affect any right, obligation, or liability of Contractor or Agency,which accrued prior to such termination. If the Contract is terminated for public convenience,neither the Contractor nor its Surety shall be relieved of liability for damages or losses suffered by the Agency as a result of defective, unacceptable or unauthorized Work completed or performed. Compensation for Work terminated by the Engineer under this provision will be determined according to the provisions of 00195.70B. 95 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00190 Section 00190 -Measurement of Pay Quantities 00190.00 Scope -The Engineer will measure pay quantities for accepted Work according to the United States standard measure unless otherwise provided in the Contract. Unless otherwise specified in the Contract, the Engineer will round off all quantity computations using the following convention: • The final significant digit will not be changed when the succeeding digit is less than 5. • The final significant digit will be increased by one when the succeeding digit is 5 or greater. The measurement provisions contained in the Specifications for each Pay Item will supplement or modify the above convention by: • Imposing measurement limitations • Describing measurement or computation procedures • Giving conversion factors or adjustment conditions • Providing for determination of reasonably accurate and representative Pay Item quantities Measurements required or allowed to be made by the Contractor will be subject to the Engineer's verification. The Engineer's decision about measurement is final. 00190.10 Measurement Guidelines -Measurement of quantities will be made on the following bases,unless otherwise specified in the Contract. A. Unit Basis -Unit will be each, unless otherwise specified in the Contract and will be determined by actual count of units in place. B. Length Basis-Length will be feet or mile, unless otherwise specified in the Contract and will be determined by measuring the length at least to the nearest 0.1 foot or at least to the nearest 0.1 mile, as applicable,unless otherwise specified in the Contract. Measurements will be limited to the dimensions shown or specified, or as directed by the Engineer. C. Area Basis -Area will be square foot, square yard, or acre, unless otherwise specified in the Contract and will be determined by measuring the width and the length (or height) at least to the nearest 0.1 foot and computed at least to the nearest 0.1 square foot, nearest 0.1 square yard, or nearest 0.1 acre, as applicable,unless otherwise specified in the Contract. D. Weight Basis -Weight will be pound or ton, unless otherwise specified in the Contract and will be determined as follows: 1. Pound-Pound weight will be determined by the net weight identified on the manufacturer's packaged labels, subject to periodic check weighing. Weight by pound will be measured at least to the nearest 1.0 pound unless otherwise specified in the Contract. Provide a certificate with each shipment together with a certified copy of the weight of each delivery. If the check weight is less than the manufacturer weight by more than 0.4%,the discrepancy will be resolved by the Engineer. 2. Ton-Ton weight will be determined on Contractor-provided scales as required under 00190.20 unless otherwise allowed by the Specifications. Weight by ton will be measured at least to the nearest 0.01 ton unless otherwise specified in the Contract. 96 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00190 If bituminous materials, Portland cement, lime, and similar bulk Materials are shipped by truck or rail, the supplier's shipping invoice with net scale weights, or volumes converted to weights, may be used for Pay Item quantity determination in place of weights determined on the Contractor-provided vehicle scales. Shipping invoice weights of the supplier's truck or transport shall be subject to periodic check weighing on the Contractor's vehicle scales,or other scales designated,according to 00190.20. If the check weight is less than the supplier weight by more than 0.4%,the discrepancy will be resolved by the Engineer. No payment will be made: • For quantities in excess of the supplier weight • When Materials have been lost,wasted, or otherwise not incorporated into the Work • For additional hauling costs resulting from the check weighing E. Volume Basis -Volume will be cubic yard truck measure or in-place measure, gallons, foot board measure (FBM), or thousand foot board measure (MFBM), unless otherwise specified in the Contract and will be measured at least to the nearest 0.1 cubic yard,nearest 1.0 gallon,nearest 0.1 FBM,or nearest 0.1 MFBM,as applicable,unless otherwise specified in the Contract. Truck measure will be the measured and calculated maximum "water level" capacity of the vehicle. Quantities will be determined at the point of delivery, with no allowance for settlement of Material during transit. When required to facilitate measurement, the vehicle load shall be leveled at the point of delivery. Payment will not be made for Material in excess of the maximum "water level" capacity. Deductions will be made for loads below the maximum"water level" capacity. When bituminous materials are measured by volume, the volume will be measured at 60 OF or will be corrected to the volume at 60 OF using the correction factors found in the MFTP (C)DOT TM 321). F. Time Basis -Time will be hour, Day, or year, unless otherwise specified in the Contract, and will be measured to at least the nearest 0.5 hour, nearest 1.0 Day, or nearest 1.0 year, as applicable, unless otherwise specified in the Contract. G. Standard Manufactured Items -If standard manufactured items, such as fence, wire, plates, rolled shapes,pipe, conduit and other similar items are specified in the Contract by properties such as gauge, unit weight, or section dimensions, the manufacturing tolerances established by the industry involved will be accepted unless more stringent tolerances are cited in the Contract. H. Lump Sum Basis -Lump sum,when used,means the Work described shall be completed and accepted without measurement unless changes are ordered in writing by the Engineer. 00190.20 Contractor to Provide Vehicle Weigh Scales: A. General-If the Specifications require measurement by weighing on vehicle weigh scales, the Contractor shall provide vehicle weigh scales and shall transport Materials to the scales. Subject to the Engineer's approval,weights may be determined by plant or hopper scales according to 00190.30. Contractor-provided scales shall be furnished, installed and maintained by the Contractor or its supplier, or, subject to the Engineer's approval,may be commercial scales located in the vicinity of the Project. 97 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00190 Unless otherwise provided in the Contract, Pay Items to be measured by weight shall include all Contractor costs for providing, maintaining, inspecting, and testing scales; for furnishing appropriate weigh tickets;for self-printing scales;and for transporting Materials to the scales or to check weighing. B. Requirements -The scales shall conform to ORS 618,or the laws of the state in which they are located, and NIST Handbook 44, and shall be: • Licensed by the Oregon Department of Agriculture, or by the analogous regulatory body for scales located outside the State; • Technically suitable for weighing the Materials; • Properly installed and maintained; and • Accurate to the required tolerances. The weight of any Materials weighed by anyone other than the Engineer will be subject to check weighing as the Engineer directs. C. Approaches -Vehicle scale approaches shall be: • At each end of the scale platform; • Straight and in line with the platform; and • Long enough to accommodate combination vehicles longer than the scale platform so that they are level and allow release of brakes before weighing. D. Inspections -Contractor shall have all scales certified, that is inspected and their accuracy tested, by the Oregon Department of Agriculture, an analogous regulatory body for scales located outside the State, or a scale service company as follows: • Before use if installed at a new site; • 60 Calendar Days after initial inspection; • Every 6 months thereafter; and • When the Engineer directs additional inspections. No Materials weighed on scales without current certifications according to this Subsection will be accepted. The Contractor shall provide a copy of all required certifications to the Engineer. Testing by a scale service company within the State of Oregon shall comply with ORS 618. If additional inspections directed by the Engineer confirm that the scale accuracy is within the required tolerances,the Agency will pay the cost for inspecting and testing the scales. If the scale accuracy is not within these tolerances,the Contractor shall pay the cost for inspecting and testing the scales. E. Inspection Results -If an inspection indicates the scales have been under-weighing (indicating less than the true weight), the Agency will make no additional payment to the Contractor for Materials previously weighed. If an inspection indicates the scales have been over-weighing(indicating more than the true weight),the weights will be reduced for Materials received after the time the Engineer determines the overweighing began or, if that is not possible, after the last acceptable certification of the scales. The reduction will be the amount of error in excess of the 0.2%maintenance tolerance allowed in the Contract. 98 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00190 F. Contractor-Provided Weigh Technician-The Contractor shall provide a technician to operate Contractor-provided vehicle weigh scales. The Agency may observe procedures and require check weighing according to the following: 1. Scale with Automatic Printer- If the scales have an automatic weigh memo printer that does not require manual entry of gross weight information, the Agency may periodically have a representative at the scales to observe the weighing procedures. In addition, the Engineer may periodically check the weight for a load of Materials by directing the haul vehicle to reweigh on a different scale that has been inspected and certified according to 00190.20(b) and 00190.20(d). If a different scale is not available within a 30 mile round trip from the regular haul route the Agency will allow check weighing on an approved alternate basis. Check weights within 0.4% of the Contractor-provided weight are acceptable. The Engineer will resolve discrepancies found by check weighing. Agency employee costs will be paid by the Agency. The Contractor shall pay all other costs resulting from the check weighings, including without limitation the use of other scales. If more than 50 tons per Day of all types of Materials are received from a scale, the Contractor shall make random check weighings at least every tenth Day on which more than 50 tons is received or at each interval that 10,000 tons has been weighed, whichever occurs first, or as directed by the Engineer.The Contractor shall make at least one check weighing on projects where more than 2,000 tons of all types of Materials are received from a scale. The Contractor shall provide the Engineer with the results of the check weighing. 2. Scale Without Automatic Printer-If the scales require manual entry of gross weight information, the Agency may periodically have a representative weigh witness at the scales to observe the weighing procedures. The Contractor shall inform the Engineer of his intent to use a scale without an automatic printer at least 3 working Days before weighing begins or before the Contractor changes to a scale that does not have an automatic printer. The Contractor shall pay costs for the weigh witness. The hourly cost of the weigh witness will be as stated in the Special Provisions. In addition, the Engineer may periodically check the weight for a load of Materials by directing the haul vehicle to reweigh on a different scale that has been inspected and certified according to 00190.20(b) and 00190.20(d). If a different scale is not available within a 30 mile round trip from the regular haul route the Agency will allow check weighing on an approved alternate basis. Check weights within 0.4% of the Contractor-provided weight are acceptable. The Engineer will resolve discrepancies found by check weighing. Agency employee costs for check weighings will be paid by the Agency. The Contractor shall pay all other costs resulting from the check weighings,including without limitation the use of other scales. If more than 50 tons per Day of all types of Materials are received from a scale,the Contractor shall make random check weighings at least every tenth day on which more than 50 tons is received or at each interval that 10,000 tons has been weighed, whichever occurs first, or as directed by the Engineer. The Contractor shall make at least one check weighing on all projects where materials are received from a scale without an automatic printer. The Contractor shall provide the Engineer with the results of the check weighing. 3. Duties of Weigh Technician-The Contractor's weigh technician shall: 99 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00190 • Determine twice a Day, or as otherwise directed by the Engineer, the empty haul weights (tare weights) of hauling vehicles, unless vehicles are tared before each load; • Furnish daily a listing of the tare weights if 10 or more loads are hauled during that Day; • Furnish a note listing the net weight for each consecutive ten loads with the following load; • Furnish a daily listing of the net weights and total weight for each type of Material hauled during that Day;and • Furnish a legible, serially numbered weigh memo for each load of Materials to the Agency's Materials receiver at the point of delivery,or as directed by the Engineer. The memo shall identify the Project, the Materials,the date,net weight (gross and tare as appropriate), and identification of vehicle, driver and weigh technician. G. Agency-Provided Weigh Technician-If the Contractor provides vehicle weigh scales without a weigh technician meeting the requirements of this Subsection, the Agency will provide a weigh technician at the Contractor's expense. The hourly cost for the weigh technician will be as stated in the Special Provisions. The Contractor shall provide a weighhouse for the weigh technician according to Section 00205. The Agency's weigh technician will: • Determine tare weights; • Prepare weigh memos for each load; • Compile the weigh records;and • Not participate in the production of Materials or the loading of haul vehicles. 00190.30 Plant Scales -The Contractor, with the Engineer's written approval, may weigh plant-mixed Materials on scales that have either: • An automatic weight batching and mixing control printer system;or • A weigh hopper printer system. Any additional costs resulting from the use of these scales shall be borne by the Contractor. Check weighing will be done according to 00190.20F. Except for 00190.20C regarding approaches, the Contractor's use of plant scales shall comply with all provisions of 00190.20. The Engineer's approval for the Contractor's use of plant scales to determine pay weights will be rescinded if check weighing or scale inspections indicate the scales do not consistently determine weights within the tolerances allowed by state law. 100 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00195 Section 00195 —Payment 00195.00 Scope and Limit: A. General-The Agency will pay only for measured Pay Item quantities incorporated into the Work or performed according to the terms of the Contract. 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. B. Essential or Incidental Materials or Work-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. 00195.10 Payment For Changes in Materials Costs - On certain projects, as identified in the Special Provisions, an escalation/de-escalation clause with respect to asphalt cement will be in effect during the life of the Contract. 00195.13 Asphalt Cement Material Price Escalation/De-Escalation Clause—Subsections 00195.13A, 00195.13B, 00195.13C, and 00195.13D contain the price escalation/de-escalation clause relating to asphalt cement materials (as defined in 00195.13D). A. Monthly Asphalt Cement Material Price (MACMP) -The Monthly Asphalt Cement Material Price (MACMP) will be established by the Agency each month and will be based on the published prices of PG 64 22 asphalt cement furnished by Poten & Partners, Inc. The MACMP will be based on the average prices for the Pacific Northwest,Portland Oregon area. Each MACMP for a given month will be the average of the published prices for that MACMP for each Friday in that month. For information regarding the calculation of the MACMP, and for the actual MACMP,go to the ODOT website at: http://www.oregon.gov/ODOT/HWW/Business/Pages/Asphalt-Fuel-Price.asi2x If the ODOT selected index ceases to be available for any reason,the Agency in its discretion will select and begin using a substitute price source or index to establish the MACMP each month. The MACMP will apply to all asphalt cement including but not limited to paving grade, polymer modified, and emulsified asphalts, and recycling agents. The Agency does not guarantee that asphalt cement will be available at the MACMP. B. Base Asphalt Cement Material Price (Base) -The Base price for this Project is the MACMP published on the ODOT website for the month immediately preceding the bid opening date. C. Monthly Asphalt Cement Adjustment Factor-The Monthly Asphalt Cement Adjustment Factor will be determined each month as follows: • If the MACMP is within ± 5% of the Base, there will be no adjustment. • If the MACMP is more than 105% of the Base,then: Adjustment Factor = (MACMP) - (1.05 x Base) • If the MACMP is less than 95%of the Base,then: Adjustment Factor = (MACMP) - (0.95 x Base) 101 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00195 D. Asphalt Cement Price Adjustment-If specified in the Special Provisions, an asphalt cement escalation/de-escalation clause will be in effect during the life of the Contract. A price adjustment will be made for each pay item in the bid schedule containing asphalt cement. The price adjustment as calculated in 00195.13C above will use the MACMP for the month the asphalt is incorporated into the Project. The price adjustment will be determined by multiplying the asphalt incorporated during the month for subject Pay Items by the Adjustment Factor. The Agency reserves all of its rights under the Contract, including, but not limited to, its rights for suspension of the Work under 00180.70 and its rights for termination of the Contract under 00180.90, and this escalation/de-escalation provision shall not limit those rights. 00195.20 Changes to Plans or Character of Work: A. Insignificant Changed Work-If the changes made under 00140.30 do not significantly change the character, quantity or unit cost of the Work to be performed under the Contract, the Agency will pay for such work at the Pay Item price. B. Significant Changed Work-If the changes made under 00140.30 significantly alter the character,unit cost, or lump sum cost of the Work,the Agency will adjust the Contract. The Contractor shall not be entitled to compensation for any loss in profits resulting from elimination of, reduction of, or other change to,a part of the Work. Any such adjustments may be less than,but will not be more than the amount justified by the Engineer on the basis of the established procedures set out in Section 00197 for determining rates for Extra Work, but those procedures shall account for the decrease or elimination of Work as well as for increases in the Work.This does not limit the application of Section 00199. The term "Significant Changed Work" shall apply only to that circumstance in which the character of the Work, as changed, differs materially in kind, nature, or unit cost from that involved or included in the originally proposed construction. For purposes of this Section, "Significant"is defined as: 1. An increase or decrease of more than 25 percent of the total cost of the Work calculated from the original proposal quantities and the unit contract prices; or, 2. An increase or decrease of more than 25 percent in the quantity of any one major contract item. For condition 2 above, a major item is defined as any item that amounts to 10 percent or more of the original total contract price. 00195.30 Differing Site Conditions -Upon written notification, as required in 00140.40, the Engineer will investigate the identified conditions. If the Engineer determines that the conditions are differing Project site conditions under 00140.40 and cause an increase or decrease in the cost or time required to perform any Work under the Contract, an adjustment in the Contract Amount or Contract Time, excluding loss of anticipated profits, will be made, and the Contract modified accordingly, in writing. The Engineer will notify the Contractor as to whether or not an adjustment of the Contract is warranted. No Contract adjustment which benefits the Contractor will be allowed unless the Contractor has provided the required written notice. Any such adjustments will be made according to 00195.20. 00195.40 Unreasonable Delay by the Agency-If the Contractor believes that performance of all or any portion of the Work is suspended,delayed,or interrupted for an unreasonable period of time in excess of that originally anticipated or customary in the construction industry, due to acts or omissions of the Agency, or 102 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00195 persons acting for the Agency, and that additional compensation, Contract Time, or both, are due the Contractor because of the suspension, delay or interruption, the Contractor shall immediately file a written notice of delay according to 00180.60. The Contractor shall then promptly submit a properly supported request for any additional compensation, Contract Time, or both, according to the applicable provisions in 00180.60 through 00180.80 and Section 00199. The Engineer will promptly evaluate a properly submitted request for additional compensation. If the Engineer determines that the delay was unreasonable,and that the cost required for the Contractor to perform the Contract has increased as a result of the unreasonable suspension, delay or interruption,the Engineer will make an equitable adjustment,excluding profit,and modify the Contract in writing accordingly. The Engineer will notify the Contractor of the determination and whether an adjustment to the Contract is warranted. Under this provision,no Contract adjustment will be allowed • Unless the Contractor has provided the written notice required by 00180.60; • For costs incurred more than 10 Calendar Days before the Engineer receives the Contractor's properly submitted written request; • For any portion of a delay that the Engineer deems to be a reasonable delay, or for which an adjustment is provided for or excluded under other terms of the Contract;or • To the extent that performance would nevertheless have been suspended, delayed or interrupted by causes other than those described in this Subsection. 00195.50 Progress Payments and Retained Amounts: A. Progress Payments -The Agency's payment of progress payments, or determination of satisfactory completion of Pay Items or Work or release of retainage under 00195.50(d), shall not be construed as Final Acceptance or approval of any part of the Work, and shall not relieve the Contractor of responsibility for defective Materials or workmanship or for latent defects and warranty obligations. The estimates upon which progress payments are based are not represented to be accurate estimates. All estimated quantities are subject to correction in the final estimate. If the Contractor uses these estimates as a basis for making payments to Subcontractors,the Contractor assumes all risk and bears any losses that result. Progress payments shall be determined through the use of forms developed by the Engineer. 1. Progress Estimates -At the same time each month, the Engineer will make an estimate of the amount and value of Pay Item Work completed. The amount of Work completed will be the sum of the estimated number of units completed for unit price Pay Items plus the estimated percentage completed of lump sum Pay Items. The estimated value of the Work completed will be determined by using the Contract unit price for unit price Pay Items, and by using one of the following methods to determine the value of the lump sum Pay Items: • A Contractor-submitted,Engineer-approved Schedule of Values;or • Engineer's determination,when there is no approved,Contractor-submitted Schedule of Values. The amounts to be allowed for lump sum Pay Items in progress payments will not exceed the reasonable value of the Work performed, as determined by the Engineer. 103 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00195 Incidentals such as formwork, falsework, shoring, and cribbing shall be included in the unit prices for the various Pay Items requiring their use, unless specified as a separate Pay Item. No payment will be made for Pay Items that include Incidentals until units or portions of such Pay Item Work are in place and completed. The costs of Incidentals will be paid in proportion to the percentage of Pay Item Work completed. 2. Value of Materials on Hand -If payment for Materials on Hand is allowed in the Special Provisions, the Engineer will also make an estimate of the amount and value of acceptable Materials on Hand,i.e.,already delivered and stored according to 00195.60(a),to be incorporated into the Work. 3. Value of Work Accomplished-The sum of the values in (1) and (2) above will be collectively referred to in this Subsection as the "value of Work accomplished", subject to (4) below. 4. Limitations on Value of Work Accomplished-In determining the "value of Work accomplished",the Engineer's estimate will be based on the unit prices for the various Pay Items. Any amounts not included in progress payments due to substantial mathematical unbalancing of Pay Item prices will be included in the final payment issued according to 00195.90B. S. Reductions to Progress Payments -With each progress payment,the Contractor will receive a Contract payment voucher and summary setting forth the value of Work accomplished reduced by the following: • Amounts previously paid; • Amounts deductible or owed to the Agency for any cause specified in the Contract; • Additional amounts retained to protect the Agency's interests according to Subsection (e) below. B. Retainage -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. As provided in 00170.65,B.3(a) additional retainage of 25% of amounts earned will be withheld and released according to ORS 279C.845 when the Contractor fails to file the certified statements required in ORS 279C.845,FHWA Form 1273, and 00170.65. C. Forms of Retainage -Moneys retained by the Agency under ORS 279C.570(7) shall be retained in a fund by the Agency and paid to the Contractor in accordance with ORS 279C.570. Upon written request from the Contractor,other forms of acceptable retainage are specified below in Subsections (1) through (3). "Cash, Alternate A" is the Agency-preferred form of retainage. If the Agency incurs additional costs as a result of the Contractor's election to use a form of retainage other than Cash, Alternate A, the Agency may recover such costs from the Contractor by a reduction of the final payment. 1. Cash, Alternate A-Retainage will be deducted from progress payments and held by the Agency until final payment is made according to 00195.90,unless otherwise specified in the Contract. The Agency will deposit the cash retainage withheld in an interest-bearing account in a bank, trust company, or savings association for the benefit of the Agency, as provided by ORS 279C.560(5). Interest earned on the account shall accrue to the Contractor. Amounts retained and interest earned will be included in the final payment made according to 00195.90. Any retainage withheld on Work performed by a Subcontractor will be released to the Contractor according to 00195.50D. 104 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00195 2. Cash,Alternate B (Retainage Surety Bond) -Upon receipt of an approved retainage surety bond, the Agency will limit the amount of cash retainage withheld to $10,000. The surety bond must be in the bond form provided by the Agency. The bond must be provided by the same Surety that provides the Performance and Payment Bonds. If the Contractor elects this form of retainage,the Agency will withhold from progress payments up to 5% of the value of the Work accomplished as cash retainage until the retained amount equals $10,000. After that amount is retained,no further cash retainage will be withheld until the additional required retainage that would have been withheld exceeds the face amount of the retainage surety bond provided. Thereafter, retainage will be withheld from progress payments according to these Specifications. According to 00195.50B, if at any time the Agency determines that satisfactory progress is not being made on the Work, the Agency may withhold up to 5% of the value of the Work accomplished from subsequent progress payments. If an acceptable retainage surety bond is provided,the Contractor shall notify all Subcontractors of the existence of the retainage surety bond and shall advise them of their rights under ORS 279C.560(7) and ORS 701.435. Amounts of retainage withheld under the provision will be included in the final payment according to 00195.90. Any retainage withheld on Work performed by a Subcontractor shall be released to the Contractor according to 00195.50D. 3. Bonds, Securities, and Other Instruments - In accordance with ORS 279C.560, unless the Agency finds in writing that accepting a bond, security or other instrument poses an extraordinary risk that is not typically associated with the bond, security or other instrument, the Agency will approve the Contractor's written request to deposit bonds, securities or other instruments with the Agency or in a custodial account or other account satisfactory to the Agency with an approved bank or trust company, to be held instead of cash retainage for the benefit of the Agency. In such event, the Agency will reduce the cash retainage by an amount equal to the value of the bonds, securities and other instruments. Interest or earnings on the bonds, securities and other instruments shall accrue to the Contractor. Bonds, securities and other instruments deposited instead of cash retainage shall be assigned to or made payable to the Agency and shall be of a kind approved by the Director of the Oregon Department of Administrative Services,including but not limited to: • Bills,certificates,notes or bonds of the United States; • Other obligations of the United States or agencies of the United States; • Obligations of a corporation wholly owned by the federal government; • Indebtedness of the Federal National Mortgage Association; • General obligation bonds of the State of Oregon or a political subdivision of the State of Oregon; • Irrevocable letters of credit issued by an insured institution,as defined in ORS 706.008. The Contractor shall execute and provide such documentation and instructions respecting the bonds, securities and other instruments as the Agency may require to protect its interests. When the Engineer determines that all requirements for the protection of the Agency's interest have been fulfilled, the bonds and securities deposited instead of cash retainage will be released to the Contractor. 105 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00195 D. Reduction of Retainage -As the Work progresses, the amounts to be retained under (b) of this Subsection are subject to reduction in the Engineer's sole discretion. Retainage reductions will be considered only as follows: • When the Work is 97.5% or more completed, the Engineer may, without application by the Contractor,reduce the retained amount to 100%of the value of the Work remaining. • For a project funded by the FHWA,when a subcontractor has satisfactorily completed all of its Work, it may request release of retainage for that Work from the Contractor. The Contractor shall request reduction of retainage in the amount withheld for the subcontractor's Work after certifying to the Agency that the subcontractor's Work is complete, and that all contractual requirements pertaining to the subcontractor's Work have been satisfied. Within 60 Calendar Days of the end of the month in which the Agency receives the Contractor's certification regarding the subcontractor's Work, the Agency will either notify the Contractor of any deficiencies which require completion before release of retainage, or verify that the subcontractor's Work complies with the Contract and release all retainage for that Work with the next scheduled progress payment. Within 10 Calendar Days of receipt of retainage, the Contractor shall pay to the subcontractor all such retainage released except for latent defects or warranty. • The Agency will only release retainage for satisfactorily completed portions of the Work represented by Pay Items in the Schedule of Items, or by Pay Items added by Change Order. Work not represented by a Pay Item, but which constitutes part of an uncompleted Pay Item, will not be regarded as satisfactorily completed Work for the purposes of this Subsection. If retainage has been reduced or eliminated,the Agency reserves the right to protect its interests by retaining amounts from further progress payments at the rates provided in 00195.50B. E. Withholding Payments -In addition to any other rights the Agency may have to withhold payments under other provisions of the Contract, the Engineer may withhold such amounts from progress payments or final payment as may reasonably protect the Agency's interests until the Contractor has: • Completed all Final Trimming and Cleanup according to 00140.90 and Punch List work according to 00150.90A. An amount of up to twice the Engineer's estimated value of Final Trimming and Punch List work may be withheld. • Complied with all orders issued by the Engineer according to the Specifications; and • Satisfied all legal actions filed against the Agency,the Agency's governing body and its members,and Agency employees that the Contractor is obliged to defend. (see 00170.72) Notwithstanding ORS 279C.555 or ORS 279C.570 or 00195.50D, if a Contractor is required to file statements on the prevailing rate of wages,but fails to do so,the Agency will retain 25%of any amount earned as required in 00170.65. F. Prompt Payment Policy-Payments shall be made promptly according to ORS 279C.570. 00195.60 Advance Allowance for Materials on Hand: (b) General-If the total value of Materials on Hand is at least$1,000 or the total value of a single class of Materials on Hand is at least$500, the Engineer may authorize an advance allowance for the Materials in the progress payments. The Agency will not make advance allowances on the Materials unless the following three conditions are satisfied: 106 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00195 1. Request for Advance Allowance -If Materials on Hand meet the requirement of(2) below, an advance allowance will be made i£ • A written request for advance allowance for Materials on Hand has been received by the Engineer at least 5 Calendar Days before the pay period cutoff date; and • The request is accompanied by written consent of the Contractor's Surety,if required by the Agency. 2. Stored or Stockpiled Conditions -The Materials shall have been delivered and/or acceptably stored or stockpiled according to the Specifications and as follows: • At the Project Site; • On Agency-owned property; • On property in the State of Oregon on which the property owner has authorized storage in writing. The written authorization must allow the Agency to enter upon the property and remove Materials for at least 6 months after completion of the Project. The Contractor shall furnish a copy of the written permission to the Agency; or • On property outside the State of Oregon on which the property owner has authorized storage in writing, provided that such storage location is authorized in writing by the Engineer. The permit must allow the Agency to enter upon the property and remove Materials for at least 6 months after completion of the Project. The Contractor shall furnish a copy of the written permission to the Agency. To be eligible for advance allowance,the Materials shall: • Meet Specification requirements; • Have the required Materials conformance and quality compliance documents on file with the Engineer (see Section 00165); • Be in a form ready for incorporation into the Work;and • Be clearly marked and identified as being specifically fabricated, or produced, and reserved for use on the Project. 3. Responsibility for Protection-The Contractor has full control and responsibility for the protection of Materials on Hand from the elements and against damage, loss, theft, or other impairment until the entire Project has been completed and accepted by the Agency. If Materials are damaged, lost, stolen, or otherwise impaired while stored, the monetary value advanced for them,if any,will be deducted from the next progress payment. If these conditions in 00195.60A.1 through 00195.60A.3 have been satisfied, the amount of advance allowance,less the retainage described in 00195.50,will be determined by one of the following methods as elected by the Engineer: • Net cost to the Contractor of the Materials, f.o.b. the Project Site or other approved site; or • Price(or portion of it attributable to the Materials),less the cost of incorporating the Materials into the Project,as estimated by the Engineer. (c) Proof of Payment-The Contractor shall provide the Engineer with proof of payment to the Materials suppliers for purchased Materials prior to the date of the progress payment that includes the advance allowance. 107 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00195 If proof of payment is not provided, sums advanced will be deducted from future progress payments, and the Engineer will not approve further prepayment advance allowance requests. (d)Terminated Contract- If the Contract is terminated, the Contractor shall provide the Agency immediate possession of all Materials for which advance allowances have been received, as provided above. If, for any reason, immediate possession of the Materials cannot be provided, the Contractor shall immediately refund to the Agency the total amount advanced for the Materials. The Agency may deduct any amount not so refunded from final payment. 00195.70 Payment under Terminated Contract-Payment for Work performed under a Contract that is terminated according to the provisions of 00180.90 will be determined under (a) or (b) of this Subsection. A. Termination for Default-Upon termination of the Contract for the Contractor's default,the Agency will make no further payment until the Project has been completed. The Agency will make progress payments to the party to whom the Contract is assigned, but may withhold an amount sufficient to cover anticipated Agency costs,as determined by the Engineer, to complete the Project. Upon completion of the Project, the Engineer will determine the total amount that the defaulting Contractor would have been entitled to receive for the Work,under the terms of the Contract,had the Contractor completed the Work(the "cost of the Work"). If the cost of the Work, less the sum of all amounts previously paid to the Contractor, exceeds the expense incurred by the Agency in completing the Work, including without limitation expense for additional managerial and administrative services, the Agency will pay the excess to the Contractor, subject to the consent of the Contractor's Surety. If the expense incurred by the Agency in completing the Work exceeds the Contract Amount, the Contractor or the Contractor's Surety shall pay to the Agency the amount of the excess expense. The Engineer will determine the expense incurred by the Agency and the total amount of Agency damage resulting from the Contractor's default. That determination will be final as provided in 00150.00. If a termination for default is determined by a court of competent jurisdiction to be unjustified,it shall be deemed a termination for public convenience, and payment to the Contractor will be made as provided in Subsection B below. B. Termination for Public Convenience: 1. General- Full or partial termination of the Contract shall not relieve the Contractor of responsibility for completed or performed Work, or relieve the Contractor's Surety of the obligation for any just claims arising from the completed or performed Work. 2. Mobilization -If mobilization is not a separate Pay Item,and payment is not otherwise provided for under the Contract,the Agency may pay the Contractor for mobilization expenses,including moving Equipment to and from the Project Site. If allowed,payment of mobilization expenses will be based on cost documentation submitted by the Contractor to the Engineer. 3. All Other Work-The Agency shall pay the Contractor at the unit price for the number of Pay Item units of completed, accepted Work. For units of Pay Items partially completed, payment will be as mutually agreed, or,if not agreed,as the Engineer determines to be fair and equitable. No claim for loss of anticipated profits will be allowed. The Agency will purchase Materials left on hand according to 00195.80. 108 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00195 00195.80 Allowance for Materials Left on Hand: A. Purchase of Unused Materials -If Materials are delivered to the Project Site,or otherwise acceptably stored at the order of the Engineer, but not incorporated into the Work due to complete or partial elimination of Pay Items, changes in Plans, or termination of the Contract for public convenience according to 00180.90, and it is not commercially feasible for the Contractor to return them for credit or otherwise dispose of them on the open market; the Agency may purchase them according to the formula and conditions specified in Subsection B below. B. Purchase Formula and Conditions: 1. Formula-The Agency will apply the following formula in determining the Contractor's allowance for Materials left on hand: Contractor's Actual Cost,plus 5%Overhead Allowance,minus Advance Allowances under 00195.60, but no markup or profit. 2. Conditions -The Agency will not purchase the Contractor's Materials left on hand unless the Contractor satisfies the following conditions: • Requests the Agency's purchase of unused Materials; • Shows acquisition of the Materials according to 00160.10; • Shows that the Materials meet Specifications; • Provides receipts, bills and other records of actual cost of Materials delivered to the designated delivery points;and • Demonstrates to the satisfaction of the Engineer that the materials cannot be returned for credit or otherwise disposed of on the open market. 00195.90 Final Payment: A. Final Estimate -As soon as practicable after Final Inspection of the Project,as provided in 00150.90, the Engineer will prepare a final estimate of the quantities of the Pay Items completed. With this estimate of quantities as a base, the total amount due the Contractor will be determined according to the terms of the Contract including without limitation any amounts due for Extra Work performed. B. Final Payment-The amount of final payment will be the difference between the total amount due the Contractor and the sum of all payments previously made. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. After computation of the final amount due, and after Engineer's issuance of the Third Notification, final payment will be mailed to the Contractor's last known address as shown in the records of the Agency. Beginning 30 Calendar Days after the date of Third Notification, interest will begin to accrue at the rate established by ORS 279C.570 on any money due and payable to the Contractor as final payment, determined as described above. No interest will be paid on money withheld due to outstanding amounts owed by the Contractor under the provisions of 00170.10. C. No Waiver of Right to Make Adjustment-The fact that the Agency has made any measurement, estimate, determination or certification either before or after completion of the Project, Final Acceptance, Agency assumption of possession of the Project Site, determination of satisfactory 109 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00195 completion of Pay Items or Work or release of retainage under 00195.50(d) or payment for any part of the Work, shall not prevent either party from: • Showing the true amount and character of the Work; • Showing that any measurement, estimate,determination or certification is incorrect; • Recovering from the other party damages that may have been suffered because the other party failed to comply with the Contract. D. Evidence of Contractor Payments -As a condition of final payment, the Agency may require the Contractor to submit evidence, satisfactory to the Engineer, 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 Agency guaranteeing payment of all such disputed amounts when adjudicated in cases where such payment has not already been guaranteed by surety bond. 00195.95 Error in Final Quantities and Amounts: A. Request for Correction of Compensation -If the Contractor believes the quantities and amounts detailed in the final Contract payment voucher,prepared by the Engineer according to 00195.90,to be incorrect, the Contractor shall submit an itemized statement to the Engineer detailing all proposed corrections. This statement must be submitted to the Engineer within 90 Calendar Days from the date the voucher was mailed to the Contractor, according to 00195.90B. Any request for compensation not submitted and supported by an itemized statement within the 90 Calendar Day period will not be paid by the Agency. This does not limit the application of Section 00199. B. Acceptance or Rejection of Request: 1. Consideration of Request -The Engineer will consider and investigate the Contractor's request for correction of compensation submitted according to 00195.95A, and will promptly advise the Contractor of acceptance or rejection of the request in full or in part. 2. Acceptance of Request-If the Engineer accepts the Contractor's request(s) in full or in part, the Engineer will prepare a post-final Contract payment voucher,including all accepted corrections, and will forward it to the Contractor. 3. Rejection of Request -If the Engineer rejects the request(s) in full,the Engineer will issue a written notice of rejection and mail it to the Contractor. 4. Contractor Objection to Revised Voucher or Notice of Rejection-If the Contractor disagrees with the revised voucher or notice of rejection, the Contractor may seek review and resolution according to the procedure specified in 00199.40. If the Contractor fails to submit a request for 00199.40 review within 30 Calendar Days after the Engineer mails a post-final Contract payment voucher or notice of rejection,the Contractor waives all rights to a claim based on errors in quantities and amounts. If the Engineer rejects the Contractor's request on the basis that the issue was not one that qualified for treatment under this Section,no review according to 00199.40 will be allowed. 110 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00196 Section 00196-Payment for Extra Work 00196.00 General- Only work not included in the Contract as awarded but deemed by the Engineer to be necessary to complete the Project (see 00140.60) will be paid as Extra Work. Regardless of alterations and changes, any item of Work provided for in the Contract will not constitute Extra Work. Payment for alterations and changes to Work will be made according to 00195.20. Compensation for Extra Work will be paid only for Work authorized in writing by the Engineer and performed as specified. Work performed before issuance of the Engineer's written authorization shall be at the Contractor's risk. Extra Work will be paid as determined by the Engineer, according to 00196.10 and 00196.20. 00196.10 Negotiated Price -If the Engineer can reasonably determine a price estimate for Extra Work, the Engineer may then give written authorization to the Contractor to begin the Extra Work. As soon as practicable, but within 10 Calendar Days after that authorization, the Contractor shall respond in writing to the Engineer's Extra Work price estimate by submitting to the Engineer an Extra Work price quote. The price quote shall detail the following items related to the Extra Work: • Types and amounts of Materials • Hours of Equipment use and hours of labor • Travel • Overhead and profit • Other costs associated with the proposed Extra Work Pending approval of the price quote,the Engineer will maintain force account records of the Extra Work. As soon as practicable,but within 10 Calendar Days of receipt of a properly supported price quote,the Engineer will review the price quote and advise the Contractor if it is accepted or rejected. The Engineer will not accept a price quote that cannot be justified on a Force Account basis. If the Contractor's price is accepted, the Engineer will issue a Change Order,and the Extra Work will be paid at the accepted price. 00196.20 Force Account-If the Engineer and the Contractor cannot agree on a price for the Extra Work, the Engineer may issue a Force Account Work order requiring the Extra Work to be paid as Force Account Work. Force Account Work records and payment will be made according to Section 00197. 111 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00197 Section 00197 -Payment for Force Account Work 00197.00 Scope -The Materials,Equipment and Labor rates and procedures established in this Section apply only to Extra Work ordered by the Engineer to be performed as Force Account Work. 00197.01 Extra Work on a Force Account Basis -Before ordering Force Account Work,the Engineer will discuss the proposed work with the Contractor, and will seek the Contractor's comments and advice concerning the formulation of Force Account Work specifications. The Engineer is not bound by the Contractor's comments and advice,and has final authority to: • Determine and direct the Materials,Equipment and Labor to be used on the approved Force Account Work;and • Determine the time of the Contractor's performance of the ordered Force Account Work. Force account work performed by subcontractors will be measured and paid for on the same basis and in the same manner as force account work performed directly by the Contractor. If the Engineer orders the performance of Extra Work as Force Account Work,the Engineer will record,on a daily basis, the Materials, Equipment, and Labor used for the Force Account Work during that day. The Engineer and the Contractor shall sign the record daily to indicate agreement on the Materials, Equipment, and Labor used for the Force Account Work performed on that day. The following shall be reflected on the daily record: • Materials used in the Force Account Work as directed by the Engineer,except those furnished and paid under rental rates for use of Equipment; • Equipment which the Engineer considers necessary to perform the Force Account Work. Equipment hours will be recorded to the nearest quarter hour; • Labor costs, including that of Equipment operators and supervisors in direct charge of the specific operations while engaged in the Force Account Work; and • The Engineer's and Contractor's signatures confirming its accuracy. 00197.10 Materials: A. General-The Contractor will be paid for Materials actually used in the Force Account Work as directed by the Engineer, except for those furnished and paid for under rental rates included with the use of Equipment. Payments will be at actual cost, including transportation costs to the specified location, from the supplier to the purchaser,whether the purchaser is the Contractor,a Subcontractor, or other forces. All costs are subject to the provisions of this Subsection. B. Trade Discount-If a commercial trade discount is offered or available to the purchaser, it shall be credited to the Agency, even though the discount may not have actually been taken. The Agency will not take any discounts for prompt or early payment,whether or not offered or taken. C. Not Directly Purchased From Supplier-If Materials cannot be obtained by direct purchase from and direct billing by the supplier,the cost shall be considered to be the price billed to the purchaser less commercial trade discounts, as determined by the Engineer, but not more than the purchaser paid for the Materials. No markup other than actual handling costs will be permitted. D. Purchaser-Owned Source-If Materials are obtained from a supply or source wholly or partly owned by the purchaser,the cost shall not exceed the price paid by the purchaser for similar Materials furnished 112 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00197 from that source on Pay Items,or the current wholesale price for the Materials delivered to the Project Site,whichever is lower. 00197.20 Equipment: A. General-Equipment approved by the Engineer to perform the Force Account Work will be eligible for payment at the established rates only during the hours it is operated or on standby if so ordered by the Engineer. Equipment hours will be recorded on the daily record to the nearest quarter hour. Except as modified by these provisions, Equipment use approved by the Engineer will be paid at the rental rates given in the most current edition of the Rental Rate Blue Books for Construction Equipment ("Blue Book"),Volumes 1, 2, and 3, published by Penton Media,Inc., and available from EquipmentWatch (phone 1-800-669-3282). B. Equipment Description - On the billing form for Equipment costs, the Contractor shall submit to the Engineer sufficient information for each piece of Equipment and its attachments to enable the Engineer to determine the proper rental rate from the Blue Book. C. Rental Rates (without Operator): 1. Rental Rate Formula- Rental rates for Equipment will be paid on an hourly basis for Equipment and for attachments according to the following formula: Monthly Base Rate x Rate Adjustment Factor Hourly 176 hours/month Rate = + Hourly Operating Rate Some attachments are considered "standard Equipment" and are already included in the monthly base rate for the Equipment. That information can be obtained from EquipmentWatch. 2. Monthly Base Rate -The monthly base rate used above for the machinery and for attachments represents the major costs of Equipment ownership, such as depreciation,interest, taxes, insurance, storage, and major repairs. 3. Rate Adjustment Factor-The rate adjustment factor used above will be determined by applying only the Model Year Adjustment to the Blue Book Rates. The Regional and User Defined Ownership/Operating Adjustments shall not apply. 4. Hourly Operating Rate -The hourly operating rate used above for the machinery and for attachments represents the major costs of Equipment operations, such as fuel and oil, lubrications, field repairs,tires or ground engaging components, and expendable parts. 5. Limitations-If multiple attachments are included with the rental Equipment,and are not considered "standard Equipment",only the attachment having the higher rental rate will be eligible for payment, provided the attachment has been approved by the Engineer as necessary to the Force Account Work. Rental will not be allowed for small tools that have a daily rental rate of less than $5, or for unlisted Equipment that has a fair market value of$400 or less. The above rates apply to approved Equipment in good working condition. Equipment not in good working condition, or larger than required to efficiently perform the work, may be rejected by the Engineer or accepted and paid for at reduced rates. 113 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00197 D. Moving Equipment -If it is necessary to transport Equipment located beyond the Project Site exclusively for Force Account Work,the actual cost to transport the Equipment to,and return it from, its On-Site Work location will be allowed as an additional item of expense. However, the return cost will not exceed the original delivery cost. These costs will not be allowed for Equipment that is brought to the Project Site for Force Account Work if the Equipment is also used on Pay Item or related Work. If transportation of such Equipment is by common carrier,payment will be made in the amount paid for the freight. No markups will be allowed on common carrier transportation costs. If the Equipment is hauled with the Contractor's own forces, transportation costs will include the rental rate of the hauling unit and the hauling unit operator's wage. If Equipment is transferred under its own power, the rental rate allowed for transportation time will be 75% of the appropriate hourly rate for the Equipment,without attachments,plus the Equipment operator's wage. E. Standby Time -If ordered by the Engineer, standby time will be paid at 40%of the hourly rental rate calculated according to this Subsection,excluding the hourly operating rate. Rates for standby time that are calculated at less than$1 per hour will not be paid. Payment will be limited to not more than 8 hours in a 24-hour period or 40 hours in a 1 week period. Standby Time provisions shall also apply to Section 00195—Payment. F. Blue Book Omissions -If a rental rate has not been established in the Blue Book,the Contractor may: • If approved by the Engineer, use the rate of the most similar model found in the Blue Book, considering such characteristics as manufacturer, capacity,horsepower, age and fuel type; • Request EquipmentWatch to furnish a written response for a rental rate on the Equipment,which shall be presented to the Engineer for approval;or • Request that the Engineer establish a rental rate. G. Outside Rental Equipment-If Contractor-owned or Subcontractor-owned Equipment is not available, and Equipment is rented from outside sources, payment will be based on the actual paid invoice. Approval of the Engineer to rent from outside sources must be obtained prior to renting the equipment. If the invoice specifies that rental rate does not include fuel,lubricants, field repairs,and servicing, an amount equal to the Blue Book hourly operating cost may be added for those items that were excluded. The Agency may reduce the payment when the invoice amount plus allowance is higher than the amount authorized under C through F of this Subsection. 00197.30 Labor-The Contractor will be paid for all labor engaged directly on Force Account Work, including Equipment operators and supervisors in direct charge of the specific force account operations, as follows: A. Wages -The actual wages paid to laborers and supervisors,if those wages are paid at rates not more than those for comparable labor currently employed on the Project, or at the recognized, current, prevailing rates in the locality of the Project. B. Required Contributions -The actual cost of industrial accident insurance, unemployment compensation contributions, payroll transit district taxes, and social security for old age assistance contributions incurred or required under statutory law and these Specifications. The actual cost of industrial accident insurance is the National Council on Compensation Insurance (NCCI) rate for the assigned risk pool for the appropriate work class multiplied by the experience modification factor for the Contractor. 114 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00197 C. Required Benefits -The actual amount paid to, or on behalf of, workers as per diem and travel allowances, health and welfare benefits, pension fund benefits, or other benefits when such other benefits are required by a collective bargaining agreement or other employment contract generally applicable to the classes of labor employed on the Project. D. Overtime-No overtime will be compensated unless authorized in advance of performing the Work by the Engineer. 00197.80 Percentage Allowances -To the Contractor's actual costs incurred, as limited in this Section 00197, amounts equal to a percentage markup of such costs will be allowed and paid to the Contractor as follows: Subsection Percent 00197.10 Materials 17 00197.20 Equipment 17 00197.30 Labor 22 When a Subcontractor performs ordered Force Account Work,the Contractor will be allowed a supplemental markup of 8% on each Force Account Work order. These allowances made to the Contractor will constitute complete compensation for bonds, insurance, overhead, general and administrative expense, profit, and all other Force Account Work costs that were incurred by the Contractor, or by other forces that the Contractor furnished. No other reimbursement, compensation,or payment will be made. 00197.90 Billings -Billings for Force Account Work by the Contractor shall be submitted for the Engineer's approval on forms provided by the Agency or approved by the Engineer. Billings for Materials (other than Incidental items out of the inventory of the Contractor or Subcontractors), rental Equipment from sources other than the Contractor or Subcontractors,and Special Services,shall be accompanied by copies of invoices for the goods and services. The invoices shall be fully itemized showing dates, quantities, unit prices, and complete descriptions of goods and services provided. Invoices for amounts of$10 or less per invoice are not required,unless requested by the Engineer. Costs included on the billings shall comply with 00197.01 and 00197.10 through 00197.30. When a billing for Force Account Work has been paid at the Project level, no further corrections will be made because of further review if those corrections amount to less than$10. 115 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00199 Section 00199 -Disagreements,Protests, and Claims 00199.00 General-This Section details the process through which the parties agree to resolve any disagreement concerning additional compensation or concerning a combination of additional compensation and Contract Time. (See 00180.80 for disagreements and claims concerning additional Contract Time only, and 00195.95 for disagreements and claims concerning correction of final compensation.) The Agency will not consider direct disagreements,protests, or claims from subcontractors, Suppliers, or any other Entity not a party to the Contract. 00199.10 Procedure for Resolving Disagreements -When disagreements occur concerning additional compensation or a combination of additional compensation and Contract Time, the Contractor shall first pursue resolution through the Engineer of all issues in the dispute, including without limitation the items to be included in the written notice in 00199.20. If the discussion fails to provide satisfactory resolution of the disagreement,the Contractor shall follow the protest procedures outlined in 00199.20. If the Engineer denies all or part of the Contractor's protest,and the Contractor desires to further pursue the issues,the Contractor shall submit a claim for processing according to 00199.30. 00199.15 Inappropriate Protest or Claim -It shall be presumed that the Contractor submits a protest or claim for additional compensation in good faith,based upon facts which reasonably support the Contractor's position and with full knowledge and understanding of the injury done to the Agency when notice of differing Project Site conditions or claims for additional compensation are not submitted in a timely manner as required under the Contract. Accordingly,the submission of a protest or claim without the concurrent submission of evidence that reasonably supports the protest or claim,or the submission of a protest or claim in an untimely manner will constitute a waiver of the protest or claim. 00199.20 Protest Procedure - f the Contractor disagrees with anything required in a Change Order or other written or oral order from the Engineer,including any direction,instruction,interpretation,or determination, or if the Contractor asserts a disagreement or dispute on any other basis, except 0195.95, that, in the Contractor's opinion,entitles or would entitle the Contractor to additional compensation or a combination of compensation and Contract Time,the Contractor shall do all of the following in order to pursue a protest and preserve its claim: A. Oral Notice -Give oral notice of protest to the Engineer and outline the areas of disagreement before starting or continuing the protested Work. B. Written Confirmation of Oral Notice—Not later than the end of the next business day following the day that oral notice of protest is given,deliver written documentation to the Engineer of the oral notice that includes the notice of protest and the areas of disagreement. C. Written Notice - File a proper written notice of protest with the Engineer within 7 Calendar Days after receiving the protested order. In the notice the Contractor shall: • Describe the acts or omissions of the Agency or its agents that allegedly caused or may cause damage to the Contractor or to the Project, citing specific facts,persons, dates and Work involved; • Describe the Contractor's proposed alternative to the Work ordered,if any,which will avoid damage to Contractor or to the Project; • Describe the nature of the damages; • Cite the specific Contract provision(s),if any,that support the protest; • Include the estimated dollar cost, if any, of the protested Work, and furnish a list of estimated Materials, Equipment and labor for which the Contractor might request additional compensation; and • If additional compensation is estimated to be due, include the estimated amount of additional time required,if any. 116 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00199 FAILURE TO COMPLY WITH THIS NOTICE REQUIREMENT RENDERS THE NOTICE IMPROPER AND SHALL CONSTITUTE A WAIVER OF ANY CLAIM FOR ADDITIONAL COMPENSATION OR A COMBINATION OF ADDITIONAL COMPENSATION AND CONTRACT TIME FOR ANY PART OF THE PROTESTED WORK. D. Engineer's Record and Response -The Engineer will file a copy of each written notice of protest in the Project records and will issue a written response to the protest within seven (7) Work Days of receipt of a timely filed written notice of protest. The Engineer has no responsibility to evaluate the protest unless the Contractor has timely filed a proper notice submitting all of the above information. E. Final Documentation of Claim-Within 60 Calendar Days following completion of the protested work,Contractor shall provide the Engineer with complete documentation of protested work,listing exact materials, equipment and labor used for the work and the dollar amount requested for each. If the claim is accepted, no additional compensation will be awarded based on documentation submitted after this deadline. If the claim is denied or if the Contractor is not satisfied with the decision by the Engineer, the amount claimed by the Contractor in any subsequent Step or proceeding may not exceed the dollar amount requested under this subsection. F. Records -Keep complete records of all costs and time incurred throughout the protested Work, and allow the Engineer access to those and other supporting records. Provide daily records of protested Work, on a weekly basis, on a schedule to be set by agreement with the Engineer. G. Comparison of Records -Provide the Engineer adequate facilities for keeping cost and time records of the protested Work. The Contractor and the Engineer will compare records and either bring them into agreement at the end of each day,or record and attempt to explain any differences. H. Work to Proceed-In spite of any protest, proceed promptly with the Work ordered by the Engineer. I. Evaluation of Protest -The Engineer has no responsibility for evaluating a protest that is not timely filed, or for which adequate supporting documentation has not been made available to the Engineer. Provided the procedures above are followed, the Engineer will promptly evaluate all protests, after the Contractor has fully complied with the requirements described in 00199.20C, Written Notice. If the protest is denied, the Engineer will notify the Contractor in writing of the reasons for full or partial denial. If a protest is found to be valid, the Engineer will, within a reasonable time,make an equitable adjustment of the Contract. Adjustment of time will be evaluated according to 00180.80. The Engineer has no responsibility for evaluating and may reject a protest that does not comply with 00199.20B. If the protest is rejected,the Engineer will notify the Contractor in writing of the reasons for rejection. J. Protest Evaluation by Third Party Neutral-If the Engineer agrees that the Contractor has fully complied with the requirements described in 00199.20(C), and if the Engineer fully or partially denies, in writing, the Contractor's protest according to 00199.20(E), the Contractor may request that a mutually selected Third Party Neutral review the protest. Procedures for selecting,using,and paying for the cost of the Third Party Neutral will be specified by Change Order. 117 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00199 If the Contractor does not accept the Engineer's evaluation of the protest, or either the Contractor or Engineer disagrees with the resolution recommended by the Third Party Neutral, the Contractor may pursue a claim as described in 00199.30. 00199.30 Claims Procedure: A. General-If the Contractor believes that additional compensation is due,or a combination of additional compensation and Contract Time, and has pursued and exhausted all the procedures provided in 00199.10 and 00199.20 to resolve a disagreement and protest, the Contractor may file a claim. The Agency's Contract is with the Contractor. There is no contractual relationship between the Agency and any subcontractors, Suppliers or any Entity other than the Contractor. It is the Contractor's responsibility to fully evaluate any claim before presenting it to the Agency. In addition, when a claim includes Work done or costs incurred by any subcontractors, Suppliers, or any Entity other than the Contractor,the Contractor remains solely responsible for presenting the claim to the Agency. Claims that include Work done or costs incurred by subcontractors,Suppliers,or any Entity other than the Contractor will not be considered by the Agency unless the Contractor has: • Completed and provided its own written evaluation of the claim; • Verified by its own independent review and evaluation of the amount of compensation sought; and • Certified the claim in accordance with 00199.30B (Part 10). B. Claims Requirements -At any time during the progress of the Work,but not later than 45 Calendar Days following the date of the Second Notification, the Contractor shall submit to the Engineer in writing,claims for additional compensation or a combination of additional compensation and Contract Time additional to that specified in the Contract. For a claim not submitted within the 45 day limit, that has not met the requirements of 00199.20, or is not filed as provided in 00199.30,the Contractor waives any claim for additional compensation or for additional compensation and Contract Time, and the Agency may reject the claim. Written claims to the Engineer or the Agency by the Contractor shall be delivered to the Agency address shown in the Public Improvement Contract, unless a different address is agreed to by the Engineer,and shall be delivered: • By U.S. Postal Service first class mail or priority mail (which at the sender's option may include certified or registered mail return receipt requested);or • By overnight delivery service of a private industry courier. • Claims will be considered as having been received by the Agency: • At the time of actual receipt or 7 Calendar Days after the postmarked date when deposited for delivery by first class or priority mail,whichever is earlier;or • At the time of actual receipt or 3 Calendar Days after deposit with a private industry courier for overnight delivery service,whichever is earlier. The Agency reserves the right at any time and at any step in the claim decision or review process to request additional information, records or documentation related to the claim or the Contract either directly or through agents working toward resolution of the disputed or claimed events and issues. Claims shall be made in writing, and shall include all information, records and documentation necessary for the Agency to properly and completely evaluate the claim. 118 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00199 To be considered, claims for additional compensation, or for additional compensation and Contract Time, shall be completed according to 00199.30 and shall be submitted with the required information and in the format below and labeled as required below for each claimed issue: (Part 1) Summary (label page 1.1 through page 1.X) -In the summary, include a detailed, factual statement of the claim for additional compensation and Contract Time,if any,with necessary dates and locations of Work involved in the claim and the dates of when the event arose. Also include detailed facts supporting the Contractor's position relative to the Engineer's decision (see 00199.20(f); (Part 2) Proof of notice (label page 2.1 through page 2.X) -Submit a copy of the written notice,with all attachments, that was given to the Agency. Include the date when that written notice and the date when oral notice was given: (Part 3) Copies of the Contract Specifications that support the Contractor's claim (label page 3.1 through page 3.X); (Part 4) Theory of entitlement supporting the claim (label page 4.1 through page 4.X) -Include a narrative of how or why the specific Contract Specifications support the claim and a statement of the reasons why such Specifications support the claim; (Part 5) Itemized list of claimed amounts (label page 5.1 through page 5.X) - Claimed damages that resulted from the event with a narrative of the theories and records and documents used to arrive at the value of the damages; (Part 6) Additional Contract Time requests (label page 6.1 through page 6.X) -If the claim is for a combination of additional compensation and Contract Time, submit a copy of the schedule that was in effect when the event occurred and a detailed narrative which explains how the event impacted Contract Time. In addition,if an Agency-caused delay is claimed: • Include the specific days and dates under claim; • Provide detailed facts about the specific acts or omissions of the Agency that allegedly caused the delay,and the specific reasons why the resulting delay was unreasonable; and • Provide a schedule evaluation that accurately describes the impacts of the claimed delay. • Also see 00180.80 for additional requirements regarding claims for Contract Time and causes that are eligible and ineligible for consideration; (Part 7) Copies of actual expense records (label page 7.1 through page 7.X) -Include documents that contain the detailed records and which support and total to the exact amount of additional compensation sought. Include the information and calculations necessary to support that amount. That amount may be calculated on the basis of Section 00197, if applicable, or may be calculated using direct and indirect costs presented in the following categories: • Direct Materials; • Direct Equipment. The rate claimed for each piece of Equipment shall not exceed the actual cost. In the absence of actual Equipment costs,the Equipment rates shall not exceed 75 percent of those calculated under the provisions of 00197.20. For each piece of Equipment, the Contractor shall include a detailed description of the Equipment and attachments, specific days and dates of use or standby,and specific hours of use or standby; • Direct labor; • Job overhead; • General and administrative overhead;and • Other categories as specified by the Contractor or the Agency; 119 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00199 (Part 8) Supporting records and documents (label page 8.1 through page 8.X) -Include copies of, or excerpts from the following: • Any documents that support the claim, such as manuals standard to the industry and used by the Contractor; and • Any daily reports or diaries related to the event,photographs or media that help explain the issue or event (optional), or all other information the Contractor chooses to provide (optional); (Part 9) Certification (label page 9.1 through 9.X) -A certified statement, signed by a person authorized to execute Change Orders,by the Contractor, subcontractor, Supplier, or Entity, originating the claim, as to the validity of facts and costs with the following certification: Underpenalty of lazy forpe�iury or falsification, the undersigned, (NamitleL(Compan certifies that this claim for additional compensation for Work on the Contract is a true statement of the actual costs incurred(in the amount of $ exclusive of interest)and is fully documented and supported under the Contract between the parties. Signature: Date: , 20 Subscribed and sworn before me this day of 20 Notary Public My commission expires (Part 10) Contractor evaluation of a lower tier claim (label page 10.1 through 10.X) - If the claim includes Work done or costs incurred by any subcontractors, Suppliers, or any Entity other than the Contractor,the following are required: • Data required by the other Subsections of 00199.30B; • Copies of the Contractor's, subcontractor's, Supplier's and Entity's, at all tiers above the level of which the claim originates, separate evaluation of entitlement; • Copies of the Contractor's, subcontractor's, Supplier's and Entity's, at all tiers above the level of which the claim originates, independent verification and evaluation of the amount of damages sought; and • A person authorized to execute Change Orders on behalf of the Contractor,subcontractor,Supplier and Entity, at all tiers above the level of which the claim originates,must sign a statement with the following certification: Under penalty of law for penury or falsification, the undersigned, (Name�(Title�(Comt)— certifies that this claim originating from the subcontractor, Supplier or Entity(Comhan� or additional compensation for Vork on the Contract is a reasonable statement, independently verified, of the costs incurred(in the amount of exclusive of interest) and is fully documented and supported under the Contract between the parties. Signature: Date: 20 Subscribed and sworn before me this day of 20 Notary Public My commission expires 120 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00199 If the Engineer determines that additional information,records or documentation is needed to allow proper evaluation of the claim submittal, the Engineer will request the information, records or documentation. The Contractor shall submit to the Engineer within 14 Calendar Days,or as otherwise agreed by the parties, the required additional information,records and documentation. If the Engineer determines that the claim submittal with the additional information, records and documentation submitted is incomplete and not accepted as a claim,the Engineer will notify the Contractor in writing and the submittal will be rejected and will not be considered under 00199.40. C. Records Requirements -The Contractor shall comply with 00170.07. D. Compliance Required - Full compliance by the Contractor with the provisions of this Section is a condition precedent to the commencement of any lawsuit by the Contractor to enforce any claim. 00199.40 Claim Decision; Review; Exhaustion of Administrative Remedies -The Agency intends to resolve all claims at the lowest possible administrative level.The Engineer will also determine whether multiple claims should be advanced separately or together. If the Engineer denies the claim for additional compensation or a combination of additional compensation and Contract Time,in full or in part,according to 00199.40A,the Contractor may request review of the denial. The disputed claim for additional compensation or a combination of additional compensation and Contract Time may then be resolved, in full or in part, at any of the progressive steps of claim review procedure as specified in (b) through (c) of this Subsection. If the Engineer has denied a claim, in full or in part, for Contract Time only according to 00180.80, or has denied a claim,in full or in part, for correction of final compensation according to 00195.95, those disputed claims may then be resolved,in full or in part,at either of the two progressive steps of claim review procedure as specified in(b) through(c) of this Subsection. A person authorized by the Contractor to execute Change Orders on behalf of the Contractor must be present and attend all claim hearings. For all claims,all of the actions and review under each step of the review process shall occur before the review can be advanced to the next higher step. If, at any step in the claim decision or review process, the Contractor fails to promptly submit requested information or documentation that the Agency deems necessary to analyze the claim, the Contractor is deemed to have waived its right to further review, and the claim will not be considered properly filed and preserved. A. Decision by the Engineer-The Engineer will, as soon as practicable, consider, investigate, and evaluate a Contractor's claim for additional compensation,or for a combination of additional compensation and Contract Time,if submitted as required by 00199.30. Once the Engineer determines the Agency is in receipt of a properly submitted claim, the Engineer will arrange a meeting, within 21 Calendar Days or as otherwise agreed by the parties, with the Contractor in order to present the claim for formal review and discussion. If the Engineer determines that the Contractor must furnish additional information, records or documentation to allow proper evaluation of the claim, the Engineer will schedule a second meeting,to be held within 14 Calendar Days or as otherwise agreed by the parties, at which the Contractor shall present the requested information,records and documentation. The Engineer will provide a written decision to the Contractor within 30 Calendar Days of the last Engineer-level meeting. 121 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00199 If the Contractor does not accept the Engineer's decision,the Contractor may,within 10 Calendar Days of receipt of the written decision,request in writing that the Engineer arrange a review at Step 1 (see(b)below). B. Step 1: Public Works Director Level Review-The Contractor shall request that the Engineer arrange a meeting with the Public Works Director or the Public Works Director's designee, as determined by the Public Works Director,in order to present the denied or partially denied claim for formal review and discussion. The meeting will take place within 21 Calendar Days of the Agency's receipt of the request, or as otherwise agreed by the parties. If the Public Works Director (or designee) determines that the Contractor must furnish additional information,records or documentation to allow proper evaluation of the claim,the Public Works Director (or designee) will schedule a second meeting, to be held within 14 Calendar Days, or as otherwise agreed by the parties,at which the Contractor shall present the requested information,records and documentation. The Public Works Director (or designee) will provide a written decision to the Contractor within 30 Calendar Days of the last meeting with the Public Works Director(or designee). The claim is subject to 00199.60, if not all of the records requested by the Public Works Director (or designee) were furnished. If applicable, advancement of the claim is subject to the provisions of 00199.60 regarding waiver and dismissal of the claim or portions of the claim. If the Contractor does not accept the decision, the Contractor may, within 180 Calendar Days from the date of receipt of the Public Works Director (or designee) written decision or within 90 Calendar Days of the date of Second Notification,whichever is later,initiate Step 2 as set forth in subsection C below. C. Step 2: Arbitration and Litigation-The Contractor must follow each step in order,and exhaust all available administrative remedies before resort to arbitration and litigation. Litigation of a claim that cannot be resolved in Step 1 shall be initiated by filing a complaint in the Circuit Court for the State of Oregon in the county where the Agency's main office is located that contains a stipulation to arbitration under ORS 36.410. The claim and all cross and counter-claims filed in response to the complaint shall be submitted to the Court Arbitration Program set forth in ORS 36.400 to 36.425, Chapter 13 of the Oregon Uniform Trial Court Rules and the Circuit Court supplemental local rules concerning arbitration. Either party may seek, and shall be entitled to,an order directing the other party to submit to arbitration as provided herein and to judgment for its costs, expenses and attorney fees in obtaining and enforcing the order In no event shall this Subsection be construed as a waiver by the Agency or by the State of Oregon on any form of defense or immunity, whether sovereign immunity, governmental immunity, immunity based on the Eleventh Amendment to the Constitution of the United States or otherwise, from any claim or from the jurisdiction of any court. D. Payment of Costs, Expenses and Attorney's Fees -The prevailing party shall be entitled to an award for reasonable costs and expenses incurred after the initiation of Step 2,including costs and expenses incurred for arbitration, trial de novo and on appeal. Costs and Expenses shall include,but shall not be limited to,reasonable attorney fees and expenses,arbitrator fees and expenses, and costs of discovery. As used in this subsection 00199.40D, "prevailing party" for an arbitration award means (1) a Contractor who has received an arbitration award,exclusive of interest,costs and expenses,that is more than the dollar amount claimed by the Contractor in its Final Documentation of Claim under 00199.20(d)or(2) the Agency if there is no arbitration award to the Contractor or if the arbitration award to the Contractor, exclusive of interest,costs and expenses,is less than the dollar amount of the award in the Step 1 decision. For all other arbitration awards, there shall not be a"prevailing party." 122 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00199 The award of costs and expenses after trial de novo shall be made as provided for in ORS 36.425. The award of costs and expenses after appeal from a judgment entered after trial de novo shall be to the prevailing party designated as such by the appeals court. The Contractor shall comply with 00170.00. 00199.50 Mediation-Notwithstanding the formal claims procedure specified above, the parties may enter into nonbinding mediation by mutual agreement at any time, in which case the parties may also agree to suspend the time requirements in Section 00199 pending the outcome of the mediation process. The rules, time and place for mediation, as well as selection of the mediator, shall be established by mutual agreement. Costs shall be divided equally between the Contractor and the Agency. Either party may terminate mediation at any time upon 5 Calendar Days notice to the other, after which the time requirements of Section 00199 shall be automatically reinstated and shall resume from the point at which the time requirements were suspended. 00199.60 Review of Determination Regarding Records -If not all of the records requested by the Agency under 00199.40C Step 2 were provided,then the Agency will determine: • If the records are of the type described in 00170.07;and • If the records have not been maintained or the records,or access to the records,has not been provided to the Agency as required by 00170.07 and this Section;and • If the records are material and necessary for proper evaluation of part or all of the claim; and • The portions of the claim for which the records are material and necessary for proper evaluation. If the Agency makes the foregoing determinations, then subject to the review process described below, all portions of the claim for which the Agency determined the records are material and necessary for proper evaluation are immediately waived and irrevocably dismissed. Even if the records have not been maintained or the records,or access to the records,have not been provided to the Agency in a given instance,the Agency may determine that sufficient records have been provided for the Agency to properly evaluate the claim in that instance. If the Agency makes this determination,the claim or portions of the claim will not be waived or dismissed under this provision. If the Contractor does not accept the Agency written determination that the records are material and necessary for proper evaluation of part or all of the claim, and the portions of the claim for which the records are material and necessary, the Contractor may,within 14 Calendar Days of receipt of the Agency determination, request, in writing, a review of such determination by the Public Works Director (or designee). If the Contractor does not request a review of the Agency determination, the Agency determination shall then become the Agency's final determination as of the expiration of the time limit to request review. If the Contractor requests the review, the Public Works Director(or designee)will schedule a review meeting within 14 Calendar Days, or as otherwise agreed by the parties, of when the Public Works Director (or designee)receives the written review request. The Agency and the Contractor will each have an opportunity to explain their respective positions at the review meeting in a manner determined by the Public Works Director (or designee). Within 10 Calendar Days of the review meeting, the Public Works Director (or designee)will issue a written proposed finding of whether the records not maintained or not provided to the Agency, or for which access was not provided to the Agency, are material and necessary for proper evaluation of part or all of the claim. If the Public Works Director(or designee)makes that finding,then the Public Works Director(or designee)will also make a proposed written finding as to what portions of the claim the records are material and necessary and, therefore,waived and irrevocably dismissed. 123 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 00199 Even if the records have not been maintained or the records,or access to the records,have not been provided to the Agency in a given instance, the Public Works Director (or designee) may determine that sufficient records have been provided for the Agency to properly evaluate the claim in that instance. If the Public Works Director(or designee) makes this determination,then the claim or portions of the claim will not be waived or dismissed under this provision. The Public Works Director's (or designee) findings will be submitted to the Contractor. The Public Works Director's (or designee) findings are the Agency's final determination. If the Agency's final determination is that the records are material and necessary for proper evaluation of part or all of the claim,then the claim or that portion of the claim for which the records are material and necessary is waived and irrevocably dismissed, unless the Contractor provides the records, or access to the records, to the Agency within 5 Calendar Days of the Agency's final determination. If the Contractor provides the records,or access to the records,within this time limit,the Agency will schedule a meeting with the Contractor within 14 Calendar Days or as otherwise agreed by the parties, to discuss the records. The Agency's final determination that records are material and necessary for proper evaluation of part or all of the claim, and the Agency's final determination of the portions of the claim for which the records are material and necessary, shall be final and binding. If the entire claim is waived and irrevocably dismissed pursuant to the Agency's final determination there will be no further decision by the Agency on the claim or further review of the claim under 00199.40 and the claim will not be eligible for mediation under 00199.50. If only portions of the claim are waived and irrevocably dismissed pursuant to the Agency's final determination, the Agency will provide a written decision to the Contractor regarding the remaining portions of the claim within 30 Calendar Days of the final Step 2 meeting, or the Agency's final determination regarding the records,whichever is later. There will be no further decision by the Agency on or further review under 00199.40 of the portions of the claim waived and irrevocably dismissed pursuant to Agency's final determination and those portions will not be eligible for mediation under 00199.50. 124 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D ATTACHMENT L-SPECIAL PROVISIONS CITY OF TIGARD FREWING STREET SIDEWALK INFILL-CDBG Special Provisions Section 00110—Organization,Conventions,Abbreviations and Definitions Comply with Section 00110 of the City of Tigard General Conditions. City of Tigard Public Improvement Design Standards..........Download from the City's web site CWS Design and Construction Standards R&O 19-5..................www.cleanwaterservices.org Manual on Uniform Traffic Control Devices (MUTCD).....................Available from FHWA 2021 Oregon Standard Specifications for Construction......................Available from ODOT Copies of these standards and specifications can be found at the locations stated above. Section 00120—Bidding Requirements and Procedures Comply with Section 00120 of the City of Tigard General Conditions,modified as follows: 00120.01 Receipt of Bids; Opening—Replace this subsection,except for the subsection number and title,with the following. Bidders will submit Bids by email before the deadline stated in the Advertisement for Bid. 00120.02 Prequalification of Bidders—Delete this subsection. 00120.03 Request for Solicitation Documents—Replace this subsection,except for the subsection number and title,with the following. Informational Plans and Specifications are available online at www.tigard-or.gov/business/bids.phi2 Copies of the Oregon Standard Specifications are available for download or purchase at: www.oregon.gov/odot/Business/Pages/Standard—specifications.aspx. a). Bids - Bidders must obtain Solicitation Documents online at www.tigard- or.gov/business/bids.php. 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 CWS Design and Construction Standards R&O 19-5..................www.cleanwaterservices.org Frewing Street Sidewalk Infill Project—Section 100 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Manual on Uniform Traffic Control Devices (MUTC913).....................Available from FHWA 2021 Oregon Standard Specifications for Construction......................Available from ODOT Copies of these standards and specifications can be found at the locations stated above. Section 00130—Award and Execution of Contract Comply with Section 00130 of the City of Tigard General Conditions,modified as follows: 00130.00 Consideration of Bids—Add the following at the end of the first paragraph: The total price for the base bid will be read publicly at the time and place stated in the Advertisement for Bids. Bids will be compared on the basis of the total amount as appropriate funding to complete. Section 00140—Scope of Work Comply with Section 00140 of the City of Tigard General Conditions. Section 00150—Control of Work Comply with Section 00150 of the City of Tigard General Conditions,modified as follows: 00150.50 Cooperation with Utilities A. General—Add the following at the end of the paragraph: The Contractor is responsible for coordinating the following utility work during the contract: • Avoid damage to and maintain services where construction crosses or affects other utilities. 00150.53 Utilities and Existing Improvements The following table is added to the end of this subsection for convenience. Utility Aggncy Contact Phone Email Water City of Tigard Sam Morrison 503-718-2600 samm ti and-or. v 24-hour 503-639-1554 Sanitary City of Tigard Rob Block 503-718-2607 robntigard-or.gov Sewer Storm City of Tigard Rob Block 503-718-2607 rob 6gard-or.gov Sewer Power PGE Tod Shattuck 503-672-5466 tod.shattuck@pgn.com 24-hour 503-464-7777 Damage&Repair 503-736-5662 Cable Comcast Alexander Silandev 503-596-3733 Alexander Silantievncomcast.com Internet Telephone Damage&Repair 503-617-1212 Frewing Street Sidewalk Infill Project—Section 100 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D AT&T Local Steve Dixon 360-882-4268 SDixon@pivotalcomm.com ext. 103 Daniel McGeou h 425-896-9830 Dm2124@att.com Century Link Scott Miller 971-769-9940 Scott.miller4@centurylink.com (Local Network Century Link Dennis Groves 503-242-4144 Dennis.groves@centurylink.com (National Network Ziply Fiber John Bielec 503-655-9209 lohn.bielec@Ziply.com 24-hour 1-877-462-8188 (formerly Frontier) Verizon/MCI Daniel Ruiz 425-471-1079 Daniel.Ruiz@VerizonWireless.co In Gas NW Natural Rich Girard 360-921-0314 Richard.Girard@nwnatural.com Kirk Bentdahl 503-816-0299 Kirk.bentdahlknwnatural.com Damage&Repair 503-226-4211 Section 00170—Legal Relations and Responsibilities Comply with Section 00170 of the City of Tigard General Conditions,modified as follows: 00170.01 Other Agencies Affecting Agency Contracts—Add the following: (c)Local Agencies—Add the following: • Clean Water Services (CWS) • City of Tigard 00170.02 Permits,Licenses,and Taxes—Add the following. • Comply with all requirements and sections of the attached permits to include,but is not limited to: o CWS Stormwater Connection Authorization Letter(In process) 00170.03 Furnishing Right-of-Way and Permits—Add the following: • Contractor to complete and submit a Public Facility Improvement(PFI) permit for work in the right- of-way of SW Tigard Street. No fee for this application. Section 00180—Prosecution and Progress Comply with Section 00180 of the City of Tigard General Conditions,modified as follows: 00180.40 Limitation of Operations—Add the following. Work is permitted between 7:00 a.m.to 5:00 p.m.,Monday through Friday(unless otherwise authorized by the City). Frewing Street Sidewalk Infill Project—Section 100 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Work is prohibited on the holidays listed below,unless approved in writing by the Engineer: • New Year's Day(January 1) • Memorial Day (last Monday of May) • Independence Day(July 4) • Labor Day(first Monday of September) • Thanksgiving Day (November 25) • Christmas Day (December 25) 00180.41 Project Work Schedules—After the paragraph that begins"One of the following Type..."add the following sentence: Add the following subsection: 00180.42 Preconstruction Conference—Supplement this section with the following: The Contractor is required to contact the Agency to schedule the preconstruction conference. In addition to the Contractor,the intended project superintendents,foremen,subcontractor foremen— those who will actually be involved in construction activities—should attend the preconstruction conference. The Contractor must be prepared for a thorough discussion and review,as well as revision,which may be deemed necessary in the opinion of the Engineer,of the following- (Note: ollowing(Note: These materials SHALL be brought to the preconstruction conference for discussion followed by Engineer review. Some items may also require submittal in advance of the preconstruction meeting per the specifications) • Contractor's plan of operation and progress schedule(2 copies) • List of 24-hour emergency phone numbers for the project manager, site foreman, and traffic control supervisor • List of subcontractors,names, addresses and phone numbers • List of materials fabricated or manufactured off the project • Material sources for the project • Names of principal suppliers • Detailed equipment list • "Project Labor List"for all employee classifications anticipated to be used on project • Cost percentage breakdown for lump sum bid item(s) • Traffic Control Plans • Pollution Control Plan During the preconstruction conference,be prepared to discuss the following items: • Weekly project meetings—schedule and responsibilities • Responsibility for locating utilities • Hours of work • Acceptance and approval of work • Labor compliance,payrolls,and certifications Frewing Street Sidewalk Infill Project—Section 100 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D • Safety regulations for Contractor's and Owner's employees and representatives—The safety plan is to include standard operating procedures of notifying the city if an employee is exposed to COVID-19. • Suspension of work,time extensions • Change order procedures • Progress estimates—procedures for payment • Any interpretation of the Contract Documents requested by the Contractor • Any conflicts or omissions in the Contract Documents • Any other problems or questions concerning the work • Processing and administration of public complaints A Type"A"schedule as detailed in the City of Tigard General Conditions is required for this contract. 00180.50(h) Contract Time—Add the following subsection: Work on this project shall not commence before October 11,2021. Work to be done under this project shall be completed within 90 Calendar Days of issuance of the Notice to Proceed. 0180.85 Liquidated Damages—Add the following paragraph to the end of this subsection: Liquidated damages for failure to complete the Work required by 00180.50 (h)will be$700 per Calendar Day. Section 00190—Measurement of Pay Quantities Comply with Section 00190 of the City of Tigard General Conditions. Section 00195—Payment Comply with Section 00195 of the City of Tigard General Conditions. Section 00196—Payment for Extra Work Comply with Section 00196 of the City of Tigard General Conditions. Section 00197—Payment for Force Account Work Comply with Section 00197 of the City of Tigard General Conditions. Section 00199—Disagreements, Protests, and Claims Comply with Section 00199 of the City of Tigard General Conditions. Frewing Street Sidewalk Infill Project—Section 100 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project TABLE OF CONTENTS FOR SPECIAL PROVISIONS WORKTO BE DONE.......................................................................................................... 1 SECTION 00210 - MOBILIZATION..................................................................................... 2 SECTION 00220 -ACCOMMODATIONS FOR PUBLIC TRAFFIC ..................................... 2 SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL............................................................................................ 2 SECTION 00222 - TEMPORARY TRAFFIC CONTROL SIGNS.......................................... 3 SECTION 00223 - WORK ZONE TRAFFIC CONTROL LABOR AND VEHICLES .............. 3 SECTION 00224 - TEMPORARY TRAFFIC CHANNELIZING DEVICES............................ 4 SECTION 00225 - TEMPORARY PAVEMENT MARKINGS ............................................... 4 SECTION 00228 - TEMPORARY PEDESTRIAN AND BICYCLIST ROUTING ................... 4 SECTION 00280 - EROSION AND SEDIMENT CONTROL................................................ 4 SECTION 00290 - ENVIRONMENTAL PROTECTION ....................................................... 5 SECTION 00305 - CONSTRUCTION SURVEY WORK...................................................... 5 SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS ........................ 5 SECTION 00320 - CLEARING AND GRUBBING................................................................ 5 SECTION 00330 - EARTHWORK....................................................................................... 5 SECTION 00340 - WATERING........................................................................................... 6 SECTION 00405 - TRENCH EXCAVATION, BEDDING, AND BACKFILL .......................... 6 SECTION 00415 -VIDEO PIPE INSPECTION ................................................................... 6 SECTION 00442 - CONTROLLED LOW STRENGTH MATERIALS ................................... 6 SECTION 00445 - SANITARY, STORM, CULVERT, SIPHON, AND IRRIGATION PIPE ..................................................................................................... 6 SECTION 00446 - TRENCH DRAINS................................................................................. 7 SECTION 00470 - MANHOLES, CATCH BASINS, AND INLETS ....................................... 7 SECTION 00490 - WORK ON EXISTING SEWERS AND STRUCTURES.......................... 8 SECTION 00495 - TRENCH RESURFACING..................................................................... 8 SECTION 00593 - POWDER COATING METAL STRUCTURES ....................................... 8 SECTION 00594 - PREPARING AND COATING METAL STRUCTURES.......................... 8 SECTION 00641 -AGGREGATE SUBBASE, BASE, AND SHOULDERS .......................... 9 SECTION 00730 - EMULSIFIED ASPHALT TACK COAT................................................... 9 SECTION 00744 -ASPHALT CONCRETE PAVEMENT..................................................... 9 SECTION 00748 -ASPHALT CONCRETE PAVEMENT REPAIR....................................... 9 SECTION 00749 - MISCELLANEOUS ASPHALT CONCRETE STRUCTURES................10 SECTION 00759 - MISCELLANEOUS PORTLAND CEMENT CONCRETE STRUCTURES ....................................................................................10 SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS.....................10 SECTION 00860 - LONGITUDINAL PAVEMENT MARKINGS - PAINT.............................11 SECTION 00867 - TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS...................................................................................................11 SECTION 00905 - REMOVAL AND REINSTALLATION OF EXISTING SIGNS.................11 SECTION 00920 - SIGN SUPPORT FOOTINGS...............................................................11 SECTION 00930 - METAL SIGN SUPPORTS...................................................................11 SECTION 00940 - SIGNS..................................................................................................12 SECTION 01030 - SEEDING.............................................................................................12 SECTION 01040 - PLANTING ...........................................................................................13 SECTION 01050 - FENCES...............................................................................................13 SECTION 01070 - MAILBOX SUPPORTS.........................................................................14 SECTION 02001 - CONCRETE.........................................................................................14 SECTION 02030 - SUPPLEMENTARY CEMENTITIOUS MATERIALS .............................15 i DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project SECTION 02415 - PLASTIC PIPE.....................................................................................15 SECTION 02450 - MANHOLE AND INLET MATERIALS...................................................15 SECTION 03010 - FENCING MATERIALS........................................................................16 ii DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D CITY OF TIGARD SPECIAL PROVISIONS FOR Frewing Street Sidewalk Infill Project PROFESSIONAL OF RECORD CERTIFICATION: Seal wlsignature I certify the Special Provision Section(s) listed below are applicable to the design for the subject project for concrete walks PROFS and driveways, asphalt concrete pavement, drainage system, signing and striping. Modified Special Provisions were prepared �rrU t� F 'yam by me or under my supervision. Z l l Tk�L`LY`SI Section(s) 00210, 00220, 00221, 00222, 00223, ORLIN � 00224, 00225, 00228, 00280, 00290, 00305, 00310, 00320, 00330, 00340, 00405, 00415, 00442, 00445, VA H6% 00446, 00470, 00490, 00495, 00593, 00594, 00641, 00730, 00744, 00748, 00749, 00759, 00850, 00860, rrm,ii nv rr:1Tr �nw2D22 00867, 00905, 00920, 00930, 00940, 01030, 01040, 01050, 01070, 02001, 02030, 02415, 02450, 03010 FINAL ELECTRONIC DOCUMENT AVAILABLE UPON REQUEST DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project SPECIAL PROVISIONS WORK TO BE DONE The Work to be done under this Contract consists of the following: 1. Construct, maintain, and remove temporary work zone traffic control measures. 2. Construct, maintain, and remove erosion control measures. 3. Perform all removal of structures and obstruction, clearing and grubbing, and earthwork operations. 4. Construct drainage system including water quality facilities, sewer pipes, manholes and inlets. 5. Construct roadway improvements including cold aggregate base, ACP wearing surfaces, concrete curb, sidewalks and driveways. 6. Place pavement markings and striping 7. Install signing 8. Roadside development including seeding, fencing and mailboxes. 9. Perform additional and Incidental Work as called for by the Specifications and Plans. APPLICABLE SPECIFICATIONS The Specifications that are applicable to the Work on this Project is the 2021 edition of the "Oregon Standard Specifications for Construction", as modified by these Special Provisions. All Sections in Part 00100 are from the City of Tigard General Conditions. All number references in these Special Provisions shall be understood to refer to the Sections and subsections of the Standard Specifications bearing like numbers and to Sections and subsections contained in these Special Provisions in their entirety. Frewing Street Sidewalk Infill Project 1 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project SECTION 00210 - MOBILIZATION Comply with Section 00210 of the Standard Specifications. SECTION 00220 -ACCOMMODATIONS FOR PUBLIC TRAFFIC Comply with Section 00220 of the Standard Specifications modified as follows: 00220.02(a) General Requirements- Add the following bullets to the end of the bullet list: • When an abrupt edge is created by excavation, protect traffic according to the "Excavation Abrupt Edge" and the "Typical Abrupt Edge Delineation" configurations shown on the Standard Drawings. • Construct one driveway at a time at 9765 SW Frewing Street, Tigard, OR 97223. Allow continued access to the owner's premises located at the approximate station locations of driveway centerlines 6+94.43 and 6+27.86. • Construct driveways one half at a time at 9915 SW Frewing Street, Tigard, OR 97223. Allow for continued ingress and egress for the residents of the premises as required by the premises' infrastructure. The ingress driveway is located at centerline station 0+68.85, the egress driveway is located at centerline station 1+87.63. • Construct all remaining driveways one half at a time. Allow for continued access to the owner's premises during construction. SECTION 00221 - COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL Comply with Section 00221 of the Standard Specifications modified as follows: 00221.03 Traffic Safety and Operations - Replace the bullet that begins "When paving operations create..."with the following bullet: • When paving operations create an abrupt or sloped edge drop off greater than 1 inch, protect traffic by installing signing according to the "2 Lane, 2 Way Roadway Overlay Area" detail shown on the Standard Drawings. Protect longitudinal and transverse Pavement joints by placing and maintaining an asphalt concrete wedge according to 00221.07(c)(1). 00221.07(c)(1) Paving - Replace this subsection, except subsection number and title, with the following: When the longitudinal joint is greater than 1 inch in height, install additional TCD according to 00221.03. Complete the placing of ACP and construction of paving joints according to 00735.48, 00735.49, 00743.45, 00744.44, 00744.45, 00745.47, and 00745.48, as applicable. 2 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project SECTION 00222 -TEMPORARY TRAFFIC CONTROL SIGNS Comply with Section 00222 of the Standard Specifications modified as follows: 00222.40(e) Temporary Sign Placement- Add the following to the end of the bullet list: • Place a "WAIT FOR FLAGGER" (CR4-23) sign approximately 50 feet in advance of each flagger station, facing incoming pedestrian traffic. Install the sign on a conical marker or other temporary sign support, as shown or as directed. Do not allow the sign installation height or location to block the visibility of the flagger for incoming public traffic. • At least ten Calendar Days prior to the start of work, place a "SIDEWALK OPEN" (CW11-3) sign in advance of each end of the Work Area. Locate the sign so it is legible from the nearest alternate pedestrian pathway facing incoming pedestrian traffic. The sign may be mounted between the panels of a Type II barricade, or on a single-post TSS. Do not place the sign or support such that it narrows the pedestrian pathway to a width less than 4 feet. • Before starting work, place pedestrian-specific TCM as shown in the TCP, or as directed. Maintain "SIDEWALK OPEN" (CW11-3) signs while work is affecting the pedestrian pathway. • Place a"PEDESTRIANS ON ROADWAY" (CW11-2) sign at the beginning of each end of the Work Area, facing incoming traffic as shown, or as directed. • Install "ROAD WORK AHEAD" (W20-1-48) signs with a 36 by 24-inch "FINES DOUBLE"(R2-6aP)rider on SW Frewing Street, according to the"TCD Spacing Table" shown on the Standard Drawings or as modified by the Plans except do not install the "FINES DOUBLE" rider on concrete barrier mounted signs. • Install beyond each end of the Project, facing outgoing traffic, an "END ROAD WORK" (CG20-2A-24) sign a distance of(A= 2) according to the "TCD Spacing Table" shown on the Standard Drawings or as modified by the Plans. • Install an 18 by 24-inch "NO PARKING" (R8-3a) sign in every block where on-street parking is prohibited, facing incoming traffic. SECTION 00223 -WORK ZONE TRAFFIC CONTROL LABOR AND VEHICLES Comply with Section 00223 of the Standard Specifications modified as follows: 00223.31(b) Traffic Control Inspection Without TCS - Replace the bullet that begins "Prepares and signs a daily"Traffic Control Inspection Report"..." with the following bullet: 3 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project • Prepares and signs a "Traffic Control Inspection Report" (Form No. 734-2474) upon the initial installation of TCM and each working day when any modification, removal, or reinstallation of TCM are made, or as directed by the Engineer. Submit completed reports to the Engineer no later than the end of the next working day. SECTION 00224-TEMPORARY TRAFFIC CHANNELIZING DEVICES Comply with Section 00224 of the Standard Specifications modified as follows: 00224.46 Pavement Edge Delineation - Replace the paragraph that begins "Place tubular or conical markers..." with the following paragraph: Place tubular or conical markers to delineate the edge of Pavement immediately after construction Work or paving operations create an abrupt or sloped edge drop-off greater than 1 inch in height along the right hand or left hand Shoulder. SECTION 00225 -TEMPORARY PAVEMENT MARKINGS Comply with Section 00225 of the Standard Specifications modified as follows: 00225.42(b) Wearing Course - Replace the bullet that begins "For left hand solid lines..." with the following bullet: • For left hand solid lines and skip lines striping, use temporary removable tape or pavement markers. SECTION 00228 -TEMPORARY PEDESTRIAN AND BICYCLIST ROUTING Comply with Section 00228 of the Standard Specifications modified as follows: 00228.00 Scope - Replace this subsection, except subsection number and title, with the following: In addition to the requirements of Section 00221, this Work consists of furnishing, installing, operating, maintaining, inspecting, and removing temporary devices for accommodating pedestrians and bicyclists through a work zone. SECTION 00280 - EROSION AND SEDIMENT CONTROL Comply with Section 00280 of the Standard Specifications modified as follows: 00280.90 Payment— Replace the bullet that begins "inspecting, maintaining,..." with the following bullet: 4 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project • Installing, inspecting, maintaining, and removing erosion control devices. SECTION 00290 - ENVIRONMENTAL PROTECTION Comply with Section 00290 of the Standard Specifications. SECTION 00305 - CONSTRUCTION SURVEY WORK Comply with Section 00305 of the Standard Specifications modified as follows: 00305.00 Scope—Add the following to the end of this subsection: In addition to the requirements of the ODOT Construction Surveying Manual for Contractors, establish Engineering Stationing at 50 foot intervals for the length of the project along the shoulder of the highway. Maintain the stationing so it is visible throughout construction of the project. SECTION 00310 - REMOVAL OF STRUCTURES AND OBSTRUCTIONS Comply with Section 00310 of the Standard Specifications modified as follows: 00310.90 Payment- Add the following to the end of this subsection: No separate or additional payment will be made for removal or disposal Work included in Section 00330 according to 00310.02. SECTION 00320 - CLEARING AND GRUBBING Comply with Section 00320 of the Standard Specifications. SECTION 00330 - EARTHWORK Comply with Section 00330 of the Standard Specifications modified as follows: 00330.03 Basis of Performance - Add the following paragraph to the end of this subsection: Perform all earthwork under this Section on the excavation basis. 00330.14 Selected Granular Backfill - Delete the sentence that begins "Reclaimed glass meeting the requirements of Section 02695..." 5 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project 00330.15 Selected Stone Backfill - Delete the sentence that begins "Reclaimed glass meeting the requirements of Section 02695..." 00330.92 Kinds of Incidental Earthwork-Add the following bullet to the end of the bullet list: • Earthwork required for driveways and road approaches. Earthwork for driveways and road approaches will be that which is outside the Neat Line limits shown on the typical sections. SECTION 00340 -WATERING Comply with Section 00340 of the Standard Specifications. SECTION 00405 -TRENCH EXCAVATION, BEDDING, AND BACKFILL Comply with Section 00405 of the Standard Specifications modified as follows: 00405.90 Payment- Add the following paragraph to the end of this subsection: When the Contract Schedule of Items does not indicate payment for Work performed under this Section, no separate or additional payment will be made. Payment will be included in payment made for the appropriate items under which this Work is required. SECTION 00415 -VIDEO PIPE INSPECTION Comply with Section 00415 of the Standard Specifications modified as follows: 00415.42(a) Remote Video Inspection with Laser Profiler- Replace the paragraph that begins "Use video inspection equipment meeting..." with the following paragraph: Use video inspection equipment meeting the requirements of 00415.22. Calibrate the laser profiler according to the manufacturer's specifications and ASTM F3080 Section 9. SECTION 00442 - CONTROLLED LOW STRENGTH MATERIALS Comply with Section 00442 of the Standard Specifications. SECTION 00445 -SANITARY, STORM, CULVERT, SIPHON, AND IRRIGATION PIPE Comply with Section 00445 of the Standard Specifications. 6 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project SECTION 00446 -TRENCH DRAINS Comply with Section 00446 of the Standard Specifications. SECTION 00470 - MANHOLES, CATCH BASINS, AND INLETS Comply with Section 00470 of the Standard Specifications modified as follows: Add the following subsection: 00470.18 Water Quality Catch Basins—Furnish materials shown on the Drawings. Submit the following according to 00150.35: • Unstamped Working Drawings that include the following information: • All design and construction details. • Structure plan view with dimensions. • Typical section with dimensions. • All appurtenances labeled. • Installation and pipe connection details. • Peak flow bypass details. • Manufacturer prepared product brochures. 00470.41(c) Grates, Frames, Covers and Fittings - Replace this subsection, except for the subsection number and title, with the following: Set metal frames for manholes on full non-shrink grout beds to prevent infiltration of surface water or groundwater between the frame and the concrete of the manhole section. If concrete is to be poured around the frames, coat the portion of the frame that will contact the concrete with hot asphalt before placing the concrete. Set frames, covers and grates true to the locations and grades established. Clean bearing surfaces and provide uniform contact. The use of a bolt adjustment system for frames from the QPL is allowed. Secure all fastenings. Construct all mortared, sanitary sewer manhole necks and all riser ring joints made with non-shrink grout using an approved commercial concrete bonding agent applied to all cured concrete surfaces being grouted. 00470.42 Precast Concrete Catch Basins and Inlets - Add the following sentence to the end of this subsection: Grade adjustments using a bolt system from the QPL is allowed. Add the following subsection: 00470.50 Water Quality Catch Basins: 7 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project (a) General — Construct a precast water quality catch basin according to the manufacturer's recommendations and in conformance with the Plans. (b) Water Quality Catch Basins—Water Quality Catch Basins shall be Single Cartridge Stormfilter Catchbasin by Contech, or approved equal. Cartridges shall utilize MetalRX media. (c) Pipe connections - Place connecting pipe at the required alignment and grade. Set the connecting pipe through the full thickness of the wall and flush with the inner face of the wall. Ensure that pipe connections to the Structure are watertight. Connect all pipes to water quality Structure according to the manufacturer's recommendations. Add the following subsection: 00470.72 Water Quality Catch Basins- Remove all accumulated sediment and debris before completing the facility. 00470.90 Payment—Add the following pay item to the pay item list: Pay Item Unit of Measurement (1) Water Quality Structures, Catch Basin Each SECTION 00490 -WORK ON EXISTING SEWERS AND STRUCTURES Comply with Section 00490 of the Standard Specifications. SECTION 00495 -TRENCH RESURFACING Comply with Section 00495 of the Standard Specifications. SECTION 00593 - POWDER COATING METAL STRUCTURES Comply with Section 00593 of the Standard Specifications. SECTION 00594 - PREPARING AND COATING METAL STRUCTURES Comply with Section 00594 of the Standard Specifications modified as follows: 00594.90(a) New Metal Structures - Replace this subsection, except for the subsection number and title, with the following: 8 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project No separate payment will be made for preparing and coating new metal Work. Payment for this Work, including correction of damages, will be included in payment made for appropriate items under which this Work is required. SECTION 00641 -AGGREGATE SUBBASE, BASE, AND SHOULDERS Comply with Section 00641 of the Standard Specifications. SECTION 00730 - EMULSIFIED ASPHALT TACK COAT Comply with Section 00730 of the Standard Specifications modified as follows: 00730.11 Emulsified Asphalt - In the paragraph that begins "Obtain samples according to AASHTO T 40..." replace the words "AASHTO T 40" with the words "AASHTO R 66". 00730.90 Payment- Replace this subsection, except for the subsection number and title, with the following: No separate or additional payment will be made for Emulsified Asphalt tack coat. Approximately 0.5 Tons of Emulsified Asphalt in tack coat will be required on this Project. SECTION 00744 -ASPHALT CONCRETE PAVEMENT Comply with Section 00744 of the Standard Specifications modified as follows: 00744.11(a) Asphalt Cement-Add the following to the end of this subsection: Provide PG 64-22 grade asphalt cement for this Project. 00744.44(b) Drop-Offs - Replace the bullet that begins "Provide warning signs and markings..." with the following bullet: • Provide warning signs and markings according to Sections 00221, 00222, 00224 and 00225 where abrupt or sloped edge drop-offs greater than 1 inch in height occur. Add the following subsection: 00744.51 Opening Sections to Traffic- Schedule work so that, during the same shift, the surfaces being paved are paved full width and length through the wearing Course before opening to traffic. SECTION 00748 -ASPHALT CONCRETE PAVEMENT REPAIR Comply with Section 00748 of the Standard Specifications modified as follows: 9 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project 00748.90 Payment- Replace the paragraph that begins "No separate or additional payment..."with the following paragraph: No separate or additional payment will be made for excavation, cold plane Pavement removal, geosynthetics, stone embankment, Aggregate, controlled low strength material, or water. SECTION 00749 - MISCELLANEOUS ASPHALT CONCRETE STRUCTURES Comply with Section 00749 of the Standard Specifications. SECTION 00759 - MISCELLANEOUS PORTLAND CEMENT CONCRETE STRUCTURES Comply with Section 00759 of the Standard Specifications modified as follows: 00759.03(b) Curb Ramp Plan - Replace the bullet that begins "Compliance with Working Drawings and details..." with the following bullet: • Comply with Working Drawings and details submitted under 00759.03(a) Add the following subsection: 00759.55 Metal Coating—Coat anchor plates and bolts according to 01050.40. 00759.90 Payment- Add the following pay item to the pay item list: Pay Item Unit of Measurement (o) Concrete Walks with Wall, ................................................Square Foot Replace the paragraph that begins " Item (k) includes the additional Work required ..." with the following paragraph: Item (k) includes the additional Work required to construct a curb ramp or replace an existing curb ramp. Payment for the area of the curb ramp will be made under the concrete walks Pay item. Add the following paragraph after the paragraph that begins "Item (m) includes ...": In item (o) the type of concrete walks with wall will be inserted in the blank. Item (o) includes vertical wall section, anchor plates, bolts and metal coating, where applicable. SECTION 00850 - COMMON PROVISIONS FOR PAVEMENT MARKINGS Comply with Section 00850 of the Standard Specifications. 10 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project SECTION 00860 - LONGITUDINAL PAVEMENT MARKINGS - PAINT Comply with Section 00860 of the Standard Specifications. SECTION 00867 -TRANSVERSE PAVEMENT MARKINGS - LEGENDS AND BARS Comply with Section 00867 of the Standard Specifications. SECTION 00905 - REMOVAL AND REINSTALLATION OF EXISTING SIGNS Comply with Section 00905 of the Standard Specifications. SECTION 00920 - SIGN SUPPORT FOOTINGS Comply with Section 00920 of the Standard Specifications modified as follows: 00920.80 Measurement-Add the following to the end of this subsection: The estimated quantities of concrete for minor sign supports are: Support Type Quantity Perforated Steel Square Tube Anchor Sign Supports 1.4 cu. yd. SECTION 00930 - METAL SIGN SUPPORTS Comply with Section 00930 of the Standard Specifications modified as follows: 00930.40(f) Tube Bending - Replace this subsection, except for the subsection number and title, with the following: For major sign supports, bend tube using induction heating methods according to TPA-IBS-98 Recommended Standards for Induction Bending of Pipe and Tube. Provide written bend qualifications that include bending procedures, essential variables, material group, and destructive testing results. Destructive testing results shall include yield strength, tensile strength, and elongation at locations indicated in Table 2-1 of the TPA-I13S-98. 00930.80 Measurement-Add the following to the end of this subsection: The estimated quantities of structural steel are as follows: Item Estimated Quantity 11 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project (Pound) Minor Sign Supports Perforated Steel Square Tube Anchor Sign Supports 410 SECTION 00940 -SIGNS Comply with Section 00940 of the Standard Specifications. SECTION 01030 - SEEDING Comply with Section 01030 of the Standard Specifications modified as follows: 01030.13(c) Pure Live Seed - Replace this subsection, except subsection number and title, with the following subsection: Use the PLS specified rate listed in 01030.13(f)for determining PLS application rates. Ensure the PLS application rate meets the PLS specified rate. Apply pre blended seed mixes, with multiple species, at a PLS application rate ensuring all species meet or exceed the PLS specified rate for each species in the seed mix. PLS application rate for an individual seed species is determined as follows: • PLS specified rate is listed in 01030.13(f) • PLS factor is obtained by multiplying the seed label germination percentage times the seed label purity percentage. Use the purity and germination percentages from the label on actual bags of seed to be used on the Project. • PLS application rate is obtained by dividing the PLS specified rate by the PLS factor. For a seed mix, make this calculation for each seed species in the mix and then adjust as follows: • Using the seed tag, determine the weight of each seed species in the bag and use this information to find the percentage, by weight, of each seed species is in 1 pound for the pre-blended mix. • Divide the percentage by weight of each seed species, per pound, for the pre-blended mix, by the PLS application rate for that specific seed species. Determine the highest application rate in the seed mix and apply the seed mix at that application rate. 01030.13(f) Types of Seed Mixes - Add the following to the end of this subsection: Provide the following seed mix formulas: 12 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project • Lawn Seeding: Name PLS Specified Rate (lb/acre) Fine Fescue** Perennial Ryegrass** Kentucky Bluegrass** Colonial Bentgrass** ** Furnish strong growing, site appropriate, disease resistant varieties 01030.13(g) Availability-Add the following sentence to the end of this subsection: Submit the seed and seed mixes to be used on the project according to 00150.37. Projects that have variable slopes may include straw mulch and hydromulch when approved. 01030.40 General -Add the following sentence after the sentence beginning "Notify the Agency...": Notify the Agency of the acreage to be seeded at least 7 Days before seeding begins. Add the following subsection: 01030.43(c) Seed Application Rates - Determine the seeding application rate according to 01030.13(c). Apply seed mixes at the highest application rate calculated to provide not less than the specified application rate for each individual seed species in the mix. SECTION 01040 - PLANTING Comply with Section 01040 of the Standard Specifications. SECTION 01050 - FENCES Comply with Section 01050 of the Standard Specifications modified as follows: 01050.40 General —Add the following to the end of the subsection: When vinyl clad fence fabric is specified, coat the rails, braces, and appurtenances with TGIC-Polyester powder coating of a matching color. Provide coating in accordance with Section 00594. 01050.90(b) Chain Link Fence - Add the following to the end of this subsection: No separate or additional payment will be made for TGIC-Polyester powder coating. 13 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project SECTION 01070 - MAILBOX SUPPORTS Comply with Section 01070 of the Standard Specifications. SECTION 02001 -CONCRETE Comply with Section 02001 of the Standard Specifications modified as follows: 02001.02 Abbreviations and Definitions: Replace the sentence that begins "Pozzolans- Fly ash, silica fume..."with the following sentence: Pozzolans - Fly ash, natural pozzolans, silica fume, and high-reactivity pozzolans. Replace the sentence that begins"Supplementary Cementitious Materials- Fly ash, silica fume..."with the following sentence: Supplementary Cementitious Materials - Pozzolans and ground granulated blast furnace slag. 02001.20(a) Strength - Replace Table 2001-1 with the following Table 2001-1: Table 02001-1 Concrete Strength and Water/Cementitious Material (w/cm) Ratio Type of Strength Maximum Concrete f. (psi) w/cm Ratio 3300 0.50 3300 0.45 (Seal) 4000 Structural 4000 0.48 (Drilled Shaft) HPC4500 HPC(IC)4500 0.40 5000 + Paving 4000 0.44 PPCM's 5000 0.48 (with cast-in- 5500 0.44 place decks and no entrained air) 6000 + 0.42 02001.30(e)(1) HPC Coarse Aggregate Content- Delete the paragraph that begins "Two or more Aggregate products or sources..." 14 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project SECTION 02030 -SUPPLEMENTARY CEMENTITIOUS MATERIALS Comply with Section 02030, of the Standard Specifications modified as follows: 02030.00 Scope - Replace this subsection, except for the subsection number and title, with the following: This Section includes the requirements for fly ash, natural pozzolans, silica fume, ground granulated blast furnace slag and high reactivity pozzolans used in portland cement concrete. 02030.10 Fly Ash - Replace this subsection, except for the subsection number and title,with the following: Furnish Class C and Class F fly ash from the QPL and conforming to AASHTO M 295 (ASTM C618). Add the following subsection: 02030.15 Natural Pozzolans - Furnish Class N natural pozzolans from the QPL and conforming to AASHTO M 295 (ASTM C618). 02030.50 Metakaolin - Replace this subsection with the following: 02030.50 High Reactivity Pozzolans - Furnish high-reactivity pozzolans from the QPL and conforming to AASHTO M 321. SECTION 02415 - PLASTIC PIPE Comply with Section 02415 of the Standard Specifications modified as follows: 02415.40 Polypropylene Pipe- Replace the sentence that begins"Dual wall polypropylene pipe ..."with the following sentence: Dual wall polypropylene pipe and fittings...................ASTM F2764 SECTION 02450 - MANHOLE AND INLET MATERIALS Comply with Section 02450 of the Standard Specifications modified as follows: Add the following subsection: 02450.31 Manhole Covers - Manhole covers located within walking surfaces shall have a non-slip surface having a static coefficient of friction between 0.80 and 1.00 as determined by ASTM C1028. 15 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Frewing Street Sidewalk Infill Project SECTION 03010 - FENCING MATERIALS Comply with Section 03010 of the Standard Specifications modified as follows: 03010.40 Vinyl Clad Fabric- Replace the sentence that begins "The color of..." with the following: The color of the PVC coating shall be as shown or specified, and comply with the Standard Polymer Colors listed in Table 1 of ASTM F934. Unless otherwise indicated, the color shall be black. 16 Frewing Street Sidewalk Infill Project DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D ATTACHMENT M—ADDITIONAL FEDERAL AND CDBG REQUIREMENTS CITY OF TIGARD FREWING STREET SIDEWALK INFILL-CDBG See Next Page DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Contract Clauses Required in All Community Development Block Grant (CDBG) Construction Projects This contract and the work it will carry out is being funded in whole or in part with funding from the U.S. Department of Housing and Urban Development through the Washington County Office of Community Development CDBG program. 1.Access to Records and Retention of Records The Community Development Block Grant(CDBG) recipient, Washington County Office of Community Development, the U.S. Department of Housing and Urban Development(HUD), the Comptroller General of the United States, or any of their duly authorized representatives, shall have access to any books, documents, papers, and records of the contractor which are directly pertinent to this contract,for the purpose of making audit, examination,excerpts, and transcriptions. All required records must be maintained by the contractor for four years after the recipient makes final payments and all other pending matters are closed. 2. Section 3 of the Housing and Community Development Act (Applicable to contracts/subcontracts of$100,000 or more AND when the funding recipient has received$200,000 or more in CDBG and/or other federal funding.) A. The work to be performed under this contract is subject to the requirements of Section 3 of the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701 u (Section 3). The purpose of Section 3 is to ensure that employment and other economic opportunities generated by HUD assistance or HUD-assisted projects covered by Section 3, shall, to the greatest extent feasible, be directed to low- and very low-income persons, particularly persons who are recipients of HUD assistance for housing. B. The parties to this contract agree to comply with HUD's regulations in 24 CFR part 135,which implement Section 3. As evidenced by their execution of this contract, the parties to this contract certify that they are under no contractual or other impediment that would prevent them from complying with the part 135 regulations. C.The contractor agrees to send to each labor organization or representative of workers with which the contractor has a collective bargaining agreement or other understanding, if any, a notice advising the labor organization or workers' representative of the contractor's commitments under this Section 3 clause, and will post copies of the notice in conspicuous places at the work site where both employees and applicants for training and employment positions can see the notice. The notice shall describe the Section 3 preference, shall set forth minimum number and job titles subject to hire, availability of apprenticeship and training positions, the qualifications for each; and the name and location of the person(s)taking applications for each of the positions; and the anticipated date the work shall begin. D.The contractor agrees to include this Section 3 clause in every subcontract subject to compliance with regulations in 24 CFR part 135, and agrees to take appropriate action, as provided in an applicable provision of the subcontract or in this Section 3 clause, upon a finding that the subcontractor is in violation of the regulations in 24 CFR part 135. The contractor will not subcontract with any subcontractor where the contractor has notice or knowledge that the subcontractor has been found in violation of the regulations in 24 CFR part 135. E. The contractor will certify that any vacant employment positions, including training positions, that are filled (1) after the contractor is selected but before the contract is executed, and (2)with persons other than those to whom the regulations of 24 CFR part 135 require employment opportunities to be directed, were not filled to circumvent the contractor's obligations under 24 CFR part 135. DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D F. Noncompliance with HUD's regulations in 24 CFR part 135 may result in sanctions, termination of this Contract for default, and debarment or suspension from future HUD assisted contracts. G. With respect to work performed in connection with Section 3 covered Indian housing assistance, section 7(b)of the Indian Self-Determination and Education Assistance Act (25 U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b) requires that to the greatest extent feasible (i) preference and opportunities for training and employment shall be given to Indians, and (ii) preference in the award of contracts and subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprises. Parties to this Contract that are subject to the provisions of Section 3 and section 7(b) agree to comply with Section 3 to the maximum extent feasible, but not in derogation of compliance with section 7(b). 3. Emerging-Small (ESB), Minority-owned (MBE) and Women-owned (WBE) Business Enterprises (Applicable to contracts/subcontracts of$25,000 or more in CDBG and/or other funding.) Affirmative steps must be taken to assure that emerging small, minority and women-owned businesses and firms located in labor surplus areas are used when possible as sources of supplies, equipment, construction and services. Affirmative steps shall include the following: ❑ Include any such qualified firms on solicitation lists. ❑ Assure that such firms are solicited whenever they are potential sources. ❑ When economically feasible, divide total requirements into smaller tasks or quantities so as to permit such firms maximum opportunities for participation through subcontracting. ❑ Where possible, establish delivery schedules which will encourage such participation. ❑ Use the services and assistance of the Small Business Administration, the Office of Minority, Women and Emerging Small Business (State of Oregon) and other sources when appropriate. 4. Prohibition on the Use of Federal Funds for Lobbying (Applicable to federally funded contracts/subcontracts of$100,000+) The contractor hereby certifies that: a. No federal funds have been paid or will be paid, by or on behalf of Washington County Office of Community Development, to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. b. If any funds other than federal funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this federal contract, grant, loan, or cooperative agreement, the local government shall complete and submit Standard Form-LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. 5. Lead-Based Paint The use of lead-based paint on any interior or exterior surface is prohibited. For properties constructed prior to 1978, the construction work performed under this contract is subject to the Lead-Based Paint Regulations adopted by the Department of Housing and Urban Development (24 CFR Part 35)and by the State of Oregon (OAR 333.069). DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 6. Equal Employment Opportunity Contractor shall comply with the requirements of Executive Order 11246, "Equal Employment Opportunity,"as amended by Executive Orders 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity,"and as supplemented by regulations at 41 CFR Chapter 60, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor,"which provide that no person shall be discriminated against on the basis of race, color, religion, sex or national origin in all phases of employment during the performance of federal or federally assisted construction contracts. Contractors and subcontractors on federal and federally assisted construction contracts shall take affirmative action to insure fair treatment in employment, upgrading, demotion, or transfer; recruitment or recruitment advertising. 7. Copeland "Anti-Kickback"Act Contractor shall comply with the Copeland "Anti-Kickback"Act(18 USC 874), as supplemented by Department of Labor regulations(29 CFR part 3, "Contractors and Subcontractors on Public Building or Public Work Financed in Whole or in Part by Loans or Grants from the United States"). Contractor and all subcontractors shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public work, to give up any part of the compensation to which he is otherwise entitled. 8. Davis-Bacon Act (Applicable to CDBG contracts for construction or rehabilitation of housing containing eight or more CDBG-assisted units;any public facility or public improvement contract exceeding$2,000;applicable to HOME contracts for construction of rehabilitation of twelve or more HOME-assisted units.) All laborers and mechanics employed by contractors or subcontractors on construction work assisted under this part shall be paid wages at rates not less than those prevailing on similar construction in the locality as determined by the Secretary of Labor in accordance with the Davis- Bacon Act, as amended (40 USC 276a-276a-5), and shall receive overtime compensation in accordance with and subject to the provisions of the Contract Work Hours and Safety Standards Act(40 USC 327-333), and the contractors and subcontractors shall comply with all regulations issued pursuant to these Acts and with other applicable Federal laws and regulations pertaining to labor standards. Washington County Office of Community Development uses an on-line payroll management and reporting system called LCPtracker. All contractors and subcontractors are required to record or upload their payroll records electronically using LCPtracker. Payroll entries will be reviewed by staff and data will be extracted from these submissions to report to HUD. No paper copies or other electronic forms of payroll or reporting will be accepted outside of LCPtracker. 9. Contract Work Hours and Safety Standards Act In compliance with Sections 102 of the Contract Work Hours and Safety Standards Act(40 USC. 327-333), as supplemented by Department of Labor regulations (29 CFR part 5), each contractor/subcontractor shall compute the wages of every mechanic and laborer on the basis of a standard workweek of 40 hours. Work in excess of the standard workweek is permissible provided that the worker is compensated at a rate of not less than 1 '/2 times the basic rate of pay for all hours worked in excess of 40 hours in the workweek. In compliance with Section 107 of the Act, no laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. 10. Clean Air Act and the Federal Water Pollution Control Act (Applicable to federally-funded contracts and subcontracts in excess of$100,000) DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D This contract is subject to the requirements of the Clean Air Act, as amended, 42 USC 1857 et seq., the Federal Water Pollution Control Act, as amended, 33 USC 1857 et seq., and the regulations of the Environmental Protection Agency with respect thereto, at 40 CFR Part 15, as amended from time to time. Contractor and any of its subcontractors agree to the following requirements: 1)A stipulation by the contractor and subcontractors that any facility to be utilized in the performance of any nonexempt contract or subcontract is not listed on the List of Violating Facilities issued by the Environmental Protection Agency (EPA) pursuant to 40 CFR 32; 2)Agreement by the contractor to comply with all requirements of Section 114 of the Clean Air Act, as amended (42 USC 1857c-8) and Section 308 of the Federal Water Pollution Control Act, as amended, (33 USC 1318) relating to inspection, monitoring,entry, reports, and information, as well as all other requirements specified in said Section 114 and Section 308, and all regulations and guidelines thereunder; 3)A stipulation that as a condition for the award of the contract, prompt notice will be given of any notification received from the Director, Office of Federal Activities, EPA, indicating that a facility utilized or to be utilized for the contract is under consideration to be listed on the EPA list of Violating Facilities; and 4)Agreement by the contractor that he will include or cause to be included the criteria and requirements in paragraph (1)through (4)of this section in every non-exempt subcontract and requiring that the contractor will take such action as the government may direct as a means of enforcing such provisions. In no event shall any amount provided under this contract be utilized with respect to a facility which has given rise to a conviction under Section 113(c)(1)of the Clean Air Act or Section 309(c)of the Federal Water Pollution Control Act. 11. Debarment and Suspension Contractor certifies that neither it nor any of its employees or subcontractors are parties listed on the General Services Administration's List of Parties Excluded from Federal Procurement or Nonprocurement Programs in accordance with Executive Orders 12549 and 12689, "Debarment and Suspension,"as set forth at 24 CFR part 24. This list contains the names of parties debarred, suspended, or otherwise excluded by agencies, and contractors declared ineligible under statutory or regulatory authority other than E.O. 12549. Contractor must provide a current SAM registration and DUNS number. 12.Termination of Contract 12a. Termination by Owner: 1)Without Cause This contract and the work it will carry out is being funded in whole or in part with funding from the U.S. Department of Housing and Urban Development through the Washington County Office of Community Development CDBG program. The owner may terminate this contract: 1) In the event that the grant funds are rescinded in part or in whole; or 2) If the work is stopped under an order of any court, or other public authority, for a period of thirty(30)calendar days, through no act or fault of the owner, owner's employees, or legal representatives. 2)With Cause DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D The owner may terminate this contract if the contractor is in substantial breach of the provisions contained in the contract documents and/or repeatedly fails to: • Comply with federal, state, and local laws and regulations; • Provide for the safety of all occupants and public at large during the execution of the work; • Properly pay subcontractors or suppliers for material or labor; • Correct defective work; or • Progress in a timely manner which demonstrates that the contractor can complete the project within the specified time-frame. The contractor, upon receipt of written notice from the owner to terminate this contract, shall: 1) Cease operation in a manner that protects and preserves work already performed. 2) Instruct all subcontractors to cease work and cancel all special orders with suppliers. 3) Leave the work site in a condition that is free of hazards to occupants and the public. If the owner terminates the contract, the contractor may be eligible to receive payment for all work completed, and for material orders already in progress and for which cancellation is not possible. Payment is contingent upon the same inspection and approval procedures by owner and grantor as specified for progress payments. If the owner terminates this contract with cause, the owner may withhold payment until all work is otherwise completed by reasonable means determined by owner. If the unpaid balance of this contract is not sufficient to cover reasonable costs incurred by the owner to complete the work, the contractor shall pay the difference to the owner. If the unpaid balance of this contract is in excess of the reasonable costs incurred by the owner to complete the work, then the owner shall pay the difference to the contractor. Reasonable costs include architect fees, administrative fees, and other expenses made necessary by the above causes. 12b. Termination by Contractor Contractor may terminate this contract if: •Work is stopped under an order of any court, or other public authority, for a period of thirty(30) calendar days, through no act or fault of the contractor, contractor's employees, subcontractors, or other persons or agents performing work under direct or indirect contract with the contractor; •Work is stopped due to a declared state of emergency by government action; • Owner fails to make payment within the time-frame and conditions stated in the Contract Documents; • Owner repeatedly, through no fault of the contractor, contractor's employees, subcontractors, or other persons or agents performing work under direct or indirect contract with the contractor, causes delay of the work; and, such delay constitutes in excess of 100 percent of the total number of days scheduled for completion of the work specified in the Contract Documents. 12c. Termination by Mutual Consent Both parties may terminate this contract by mutual written consent. DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D Federal Labor Standards Provisions U.S. Department of Housing and Urban Development Office of Labor Relations Applicability (1) The work to be performed by the classification The Project or Program to which the construction work requested is not performed by a classification in the wage covered by this contract pertains is being assisted by the determination; and United States of America and the following Federal Labor (2) The classification is utilized in the area by the Standards Provisions are included in this Contract construction industry; and pursuant to the provisions applicable to such Federal (3) The proposed wage rate, including any bona fide assistance. fringe benefits, bears a reasonable relationship to the A. 1. (i) Minimum Wages. All laborers and mechanics wage rates contained in the wage determination. employed or working upon the site of the work, will be paid (b) If the contractor and the laborers and mechanics to be unconditionally and not less often than once a week, and employed in the classification (if known), or their without subsequent deduction or rebate on any account representatives, and HUD or its designee agree on the (except such payroll deductions as are permitted by classification and wage rate (including the amount regulations issued by the Secretary of Labor under the designated for fringe benefits where appropriate), a report Copeland Act (29 CFR Part 3), the full amount of wages of the action taken shall be sent by HUD or its designee to and bona fide fringe benefits (or cash equivalents thereof) the Administrator of the Wage and Hour Division, due at time of payment computed at rates not less than Employment Standards Administration, U.S. Department of those contained in the wage determination of the Labor, Washington, D.C. 20210. The Administrator, or an Secretary of Labor which is attached hereto and made a authorized representative, will approve, modify, or part hereof, regardless of any contractual relationship disapprove every additional classification action within 30 which may be alleged to exist between the contractor and days of receipt and so advise HUD or its designee or will such laborers and mechanics. Contributions made or notify HUD or its designee within the 30-day period that costs reasonably anticipated for bona fide fringe benefits additional time is necessary. (Approved by the Office of under Section I(b)(2) of the Davis-Bacon Act on behalf of Management and Budget under OMB control number 1215- laborers or mechanics are considered wages paid to such 0140.) laborers or mechanics, subject to the provisions of 29 CFR 5.5(a)(1)(iv); also, regular contributions made or costs (c) In the event the contractor, the laborers or mechanics incurred for more than a weekly period (but not less often to be employed in the classification or their than quarterly) under plans, funds, or programs, which representatives, and HUD or its designee do not agree on cover the particular weekly period, are deemed to be the proposed classification and wage rate (including the constructively made or incurred during such weekly period. amount designated for fringe benefits, where appropriate), HUD or its designee shall refer the questions, including Such laborers and mechanics shall be paid the appropriate the views of all interested parties and the recommendation wage rate and fringe benefits on the wage determination of HUD or its designee, to the Administrator for for the classification of work actually performed, without determination. The Administrator, or an authorized regard to skill, except as provided in 29 CFR 5.5(a)(4). representative, will issue a determination within 30 days of Laborers or mechanics performing work in more than one receipt and so advise HUD or its designee or will notify classification may be compensated at the rate specified for HUD or its designee within the 30-day period that each classification for the time actually worked therein: additional time is necessary. (Approved by the Office of Provided, That the employer's payroll records accurately Management and Budget under OMB Control Number set forth the time spent in each classification in which 1215-0140.) work is performed. The wage determination (including any additional classification and wage rates conformed under (d) The wage rate (including fringe benefits where 29 CFR 5.5(a)(1)(ii) and the Davis-Bacon poster (WH- appropriate) determined pursuant to subparagraphs 1321) shall be posted at all times by the contractor and its workers or of this paragraph, shall be paid w subcontractors at the site of the work in a prominent and workers perforr ming work in the classification underr this all accessible, place where it can be easily seen by the contract from the first day on which work is performed in the classification. workers. (ii) (a) Any class of laborers or mechanics which is not (iii) Whenever the minimum wage rate prescribed in the listed in the wage determination and which is to be contract for a class of laborers or mechanics includes a employed under the contract shall be classified in fringe benefit which is not expressed as an hourly rate, the conformance with the wage determination. HUD shall contractor shall either pay the benefit as stated in the approve an additional classification and wage rate and wage determination or shall pay another bona fide fringe fringe benefits therefor only when the following criteria benefit or an hourly cash equivalent thereof. have been met: (iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part form HUD-4010(06/2009) Previous editions are obsolete Page 1 of 5 ref. Handbook 1344.1 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D of the wages of any laborer or mechanic the amount of any communicated in writing to the laborers or mechanics costs reasonably anticipated in providing bona fide fringe affected, and records which show the costs anticipated or benefits under a plan or program, Provided, That the the actual cost incurred in providing such benefits. Secretary of Labor has found, upon the written request of Contractors employing apprentices or trainees under the contractor, that the applicable standards of the Davis- approved programs shall maintain written evidence of the Bacon Act have been met. The Secretary of Labor may registration of apprenticeship programs and certification of require the contractor to set aside in a separate account trainee programs, the registration of the apprentices and assets for the meeting of obligations under the plan or trainees, and the ratios and wage rates prescribed in the program. (Approved by the Office of Management and applicable programs. (Approved by the Office of Budget under OMB Control Number 1215-0140.) Management and Budget under OMB Control Numbers 2. Withholding. HUD or its designee shall upon its own 1215-0140 and 1215-0017.) action or upon written request of an authorized (ii) (a) The contractor shall submit weekly for each week representative of the Department of Labor withhold or in which any contract work is performed a copy of all cause to be withheld from the contractor under this payrolls to HUD or its designee if the agency is a party to contract or any other Federal contract with the same prime the contract, but if the agency is not such a party, the contractor, or any other Federally-assisted contract contractor will submit the payrolls to the applicant subject to Davis-Bacon prevailing wage requirements, sponsor, or owner, as the case may be, for transmission to which is held by the same prime contractor so much of the HUD or its designee. The payrolls submitted shall set out accrued payments or advances as may be considered accurately and completely all of the information required necessary to pay laborers and mechanics, including to be maintained under 29 CFR 5.5(a)(3)(i) except that full apprentices, trainees and helpers, employed by the social security numbers and home addresses shall not be contractor or any subcontractor the full amount of wages included on weekly transmittals. Instead the payrolls shall required by the contract In the event of failure to pay any only need to include an individually identifying number for laborer or mechanic, including any apprentice, trainee or each employee (e.g., the last four digits of the employee's helper, employed or working on the site of the work, all or social security number). The required weekly payroll part of the wages required by the contract, HUD or its information may be submitted in any form desired. designee may, after written notice to the contractor, Optional Form WH-347 is available for this purpose from sponsor, applicant, or owner, take such action as may be the Wage and Hour Division Web site at necessary to cause the suspension of any further http://www.dol._qovlesalwhd/formslwh347instr.htm or its payment, advance, or guarantee of funds until such successor site. The prime contractor is responsible for violations have ceased. HUD or its designee may, after the submission of copies of payrolls by all subcontractors. written notice to the contractor, disburse such amounts Contractors and subcontractors shall maintain the full withheld for and on account of the contractor or social security number and current address of each subcontractor to the respective employees to whom they covered worker, and shall provide them upon request to are due. The Comptroller General shall make such HUD or its designee if the agency is a party to the disbursements in the case of direct Davis-Bacon Act contract, but if the agency is not such a party, the contracts. contractor will submit the payrolls to the applicant 3. (i) Payrolls and basic records. Payrolls and basic sponsor, or owner, as the case may be, for transmission to records relating thereto shall be maintained by the HUD or its designee, the contractor, or the Wage and Hour contractor during the course of the work preserved for a Division of the Department of Labor for purposes of an period of three years thereafter for all laborers and investigation or audit of compliance with prevailing wage mechanics working at the site of the work. Such records requirements. It is not a violation of this subparagraph for shall contain the name, address, and social security a prime contractor to require a subcontractor to provide number of each such worker, his or her correct addresses and social security numbers to the prime classification, hourly rates of wages paid (including rates contractor for its own records, without weekly submission of contributions or costs anticipated for bona fide fringe to HUD or its designee. (Approved by the Office of benefits or cash equivalents thereof of the types described Management and Budget under OMB Control Number in Section I(b)(2)(B) of the Davis-bacon Act), daily and 1215-0149.) weekly number of hours worked, deductions made and (b) Each payroll submitted shall be accompanied by a actual wages paid. Whenever the Secretary of Labor has "Statement of Compliance," signed by the contractor or found under 29 CFR 5.5 (a)(1)(iv) that the wages of any subcontractor or his or her agent who pays or supervises laborer or mechanic include the amount of any costs the payment of the persons employed under the contract reasonably anticipated in providing benefits under a plan and shall certify the following: or program described in Section I(b)(2)(B) of the Davis- (1) That the payroll for the payroll period contains the Bacon Act, the contractor shall maintain records which information required to be provided under 29 CFR 5.5 show that the commitment to provide such benefits is (a)(3)(ii), the appropriate information is being maintained enforceable, that the plan or program is financially under 29 CFR 5.5(a)(3)(i), and that such information is responsible, and that the plan or program has been correct and complete; Previous editions are obsolete form HUD-4010(06/2009) Page 2 of 5 ref.Handbook 1344.1 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D (2) That each laborer or mechanic (including each helper, is not registered or otherwise employed as stated above, apprentice, and trainee) employed on the contract during shall be paid not less than the applicable wage rate on the the payroll period has been paid the full weekly wages wage determination for the classification of work actually earned, without rebate, either directly or indirectly, and performed. In addition, any apprentice performing work on that no deductions have been made either directly or the job site in excess of the ratio permitted under the indirectly from the full wages earned, other than registered program shall be paid not less than the permissible deductions as set forth in 29 CFR Part 3; applicable wage rate on the wage determination for the (3) That each laborer or mechanic has been paid not less work actually performed. Where a contractor is performing than the applicable wage rates and fringe benefits or cash construction on a project in a locality other than that in equivalents for the classification of work performed, as which its program is registered, the ratios and wage rates specified in the applicable wage determination (expressed in percentages of the journeyman's hourly incorporated into the contract. rate) specified in the contractor's or subcontractor's registered program shall be observed. Every apprentice (c) The weekly submission of a properly executed must be paid at not less than the rate specified in the certification set forth on the reverse side of Optional Form registered program for the apprentice's level of progress, WH-347 shall satisfy the requirement for submission of the expressed as a percentage of the journeymen hourly rate "Statement of Compliance" required by subparagraph specified in the applicable wage determination. A.3.(ii)(b). Apprentices shall be paid fringe benefits in accordance (d) The falsification of any of the above certifications may with the provisions of the apprenticeship program. If the subject the contractor or subcontractor to civil or criminal apprenticeship program does not specify fringe benefits, prosecution under Section 1001 of Title 18 and Section apprentices must be paid the full amount of fringe benefits 231 of Title 31 of the United States Code. listed on the wage determination for the applicable (iii) The contractor or subcontractor shall make the classification. If the Administrator determines that a records required under subparagraph A.3.(i) available for different practice prevails for the applicable apprentice inspection, copying, or transcription by authorized classification, fringes shall be paid in accordance with that representatives of HUD or its designee or the Department determination. In the event the Office of Apprenticeship of Labor, and shall permit such representatives to Training, Employer and Labor Services, or a State interview employees during working hours on the job. If Apprenticeship Agency recognized by the Office, the contractor or subcontractor fails to submit the required withdraws approval of an apprenticeship program, the records or to make them available, HUD or its designee contractor will no longer be permitted to utilize may, after written notice to the contractor, sponsor, apprentices at less than the applicable predetermined rate applicant or owner, take such action as may be necessary for the work performed until an acceptable program is to cause the suspension of any further payment, advance, approved. or guarantee of funds. Furthermore, failure to submit the (ii) Trainees. Except as provided in 29 CFR 5.16, required records upon request or to make such records trainees will not be permitted to work at less than the available may be grounds for debarment action pursuant to predetermined rate for the work performed unless they are 29 CFR 5.12. employed pursuant ',to and individually registered in a 4. Apprentices and Trainees. program which has received prior approval, evidenced by (i) Apprentices. Apprentices will be permitted to work at formal certification by the U.S. Department of Labor, less than the predetermined rate for the work they Employment and Training Administration. The ratio of performed when they are employed pursuant to and trainees to journeymen on the job site shall not be greater individually registered in a bona fide apprenticeship than permitted under the plan approved by the program registered with the U.S. Department of Labor, Employment and Training Administration. Every trainee Employment and Training Administration, Office of must be paid at not less than the rate specified in the Apprenticeship Training, Employer and Labor Services, or approved program for the trainee's level of progress, with a State Apprenticeship Agency recognized by the expressed as a percentage of the journeyman hourly rate Office, or if a person is employed in his or her first 90 specified in the applicable wage determination. Trainees days of probationary employment as an apprentice in such shall be paid fringe benefits in accordance with the an apprenticeship program, who is not individually provisions of the trainee program. If the trainee program registered in the program, but who has been certified by does not mention fringe benefits, trainees shall be paid the Office of Apprenticeship Training, Employer and Labor the full amount of fringe benefits listed on the wage Services or a State Apprenticeship Agency (where determination unless the Administrator of the Wage and appropriate) to be eligible for probationary employment as Hour Division determines that there is an apprenticeship an apprentice. The allowable ratio of apprentices to program associated with the corresponding journeyman journeymen on the job site in any craft classification shall wage rate on the wage determination which provides for not be greater than the ratio permitted to the contractor as less than full fringe benefits for apprentices. Any to the entire work force under the registered program. Any employee listed on the payroll at a trainee rate who is not worker listed on a payroll at an apprentice wage rate, who registered and participating in a training plan approved by Previous editions are obsolete form HUD-4010(06/2009) Page 3 of 5 ref.Handbook 1344.1 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D the Employment and Training Administration shall be paid awarded HUD contracts or participate in HUD programs not less than the applicable wage rate on the wage pursuant to 24 CFR Part 24. determination for the work actually performed. In addition, (ii) No part of this contract shall be subcontracted to any any trainee performing work on the job site in excess of person or firm ineligible for award of a Government the ratio permitted under the registered program shall be contract by virtue of Section 3(a) of the Davis-Bacon Act paid not less than the applicable wage rate on the wage or 29 CFR 5.12(a)(1) or to be awarded HUD contracts or determination for the work actually performed. In the participate in HUD programs pursuant to 24 CFR Part 24. event the Employment and Training Administration withdraws approval of a training program, the contractor (iii) The penalty for making false statements is prescribed will no longer be permitted to utilize trainees at less than in the U.S. Criminal Code, 18 U.S.C. 1001. Additionally, the applicable predetermined rate for the work performed U.S. Criminal Code, Section 1 01 0, Title 18, U.S.C., until an acceptable program is approved. "Federal Housing Administration transactions", provides in part: "Whoever, for the purpose of . . . influencing in any (iii) Equal employment opportunity. The utilization of way the action of such Administration..... makes, utters or apprentices, trainees and journeymen under 29 CFR Part 5 publishes any statement knowing the same to be false..... shall be in conformity with the equal employment shall be fined not more than $5,000 or imprisoned not opportunity requirements of Executive Order 11246, as more than two years, or both." amended, and 29 CFR Part 30. 11. Complaints, Proceedings, or Testimony by 5. Compliance with Copeland Act requirements. The Employees. No laborer or mechanic to whom the wage, contractor shall comply with the requirements of 29 CFR salary, or other labor standards provisions of this Contract Part 3 which are incorporated by reference in this contract are applicable shall be discharged or in any other manner 6. Subcontracts. The contractor or subcontractor will discriminated against by the Contractor or any insert in any subcontracts the clauses contained in subcontractor because such employee has filed any subparagraphs 1 through 11 in this paragraph A and such complaint or instituted or caused to be instituted any other clauses as HUD or its designee may by appropriate proceeding or has testified or is about to testify in any instructions require, and a copy of the applicable proceeding under or relating to the labor standards prevailing wage decision, and also a clause requiring the applicable under this Contract to his employer. subcontractors to include these clauses in any lower tier B. Contract Work Hours and Safety Standards Act. The subcontracts. The prime contractor shall be responsible provisions of this paragraph B are applicable where the amount of the for the compliance by any subcontractor or lower tier prime contract exceeds $100,000. As used in this paragraph, the subcontractor with all the contract clauses in this terms"laborers"and"mechanics"include watchmen and guards. paragraph. (1) Overtime requirements. No contractor or subcontractor 7. Contract termination; debarment. A breach of the contracting for any part of the contract work which may require or contract clauses in 29 CFR 5.5 may be grounds for involve the employment of laborers or mechanics shall require or termination of the contract and for debarment as a permit any such laborer or mechanic in any workweek in which the contractor and a subcontractor as provided in 29 CFR individual is employed on such work to work in excess of 40 hours in 5.12. such workweek unless such laborer or mechanic receives 8. Compliance with Davis-Bacon and Related Act Requirements. compensation at a rate not less than one and one-half times the basic All rulings and interpretations of the Davis-Bacon and rate of pay for all hours worked in excess of 40 hours in such Related Acts contained in 29 CFR Parts 1, 3, and 5 are workweek. herein incorporated by reference in this contract (2) Violation; liability for unpaid wages; liquidated 9. Disputes concerning labor standards. Disputes damages. In the event of any violation of the clause set arising out of the labor standards provisions of this forth in subparagraph (1) of this paragraph, the contractor contract shall not be subject to the general disputes and any subcontractor responsible therefor shall be liable clause of this contract. Such disputes shall be resolved in for the unpaid wages. In addition, such contractor and accordance with the procedures of the Department of subcontractor shall be liable to the United States (in the Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes case of work done under contract for the District of within the meaning of this clause include disputes between Columbia or a territory, to such District or to such the contractor (or any of its subcontractors) and HUD or territory), for liquidated damages. Such liquidated its designee, the U.S. Department of Labor, or the damages shall be computed with respect to each individual employees or their representatives. laborer or mechanic, including watchmen and guards, 10. (i) Certification of Eligibility. By entering into this employed in violation of the clause set forth in contract the contractor certifies that neither it (nor he or subparagraph (1) of this paragraph, in the sum of$10 for each she) nor any person or firm who has an interest in the calendar day on which such individual was required or permitted to contractor's firm is a person or firm ineligible to be work in excess of the standard workweek of 40 hours without payment awarded Government contracts by virtue of Section 3(a) of of the overtime wages required by the clause set forth in sub the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be paragraph (1) of this paragraph. Previous editions are obsolete form HUD-4010(06/2009) Page 4 of 5 ref.Handbook 1344.1 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D (3) Withholding for unpaid wages and liquidated damages. HUD or its designee shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld, from any moneys payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime contract, or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act which is held by the same prime contractor such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in subparagraph (2) of this paragraph. (4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in subparagraph (1) through (4) of this paragraph and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set forth in subparagraphs (1) through (4) of this paragraph. C. Health and Safety. The provisions of this paragraph C are applicable where the amount of the prime contract exceeds$100,000. (1) No laborer or mechanic shall be required to work in surroundings or under working conditions which are unsanitary, hazardous, or dangerous to his health and safety as determined under construction safety and health standards promulgated by the Secretary of Labor by regulation. (2) The Contractor shall comply with all regulations issued by the Secretary of Labor pursuant to Title 29 Part 1926 and failure to comply may result in imposition of sanctions pursuant to the Contract Work Hours and Safety Standards Act, (Public Law 91-54, 83 Stat 96). 40 USC 3701 et seq. (3) The contractor shall include the provisions of this paragraph in every subcontract so that such provisions will be binding on each subcontractor. The contractor shall take such action with respect to any subcontractor as the Secretary of Housing and Urban Development or the Secretary of Labor shall direct as a means of enforcing such provisions. Previous editions are obsolete form HUD-4010(06/2009) Page 5 of 5 ref.Handbook 1344.1 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov "General Decision Number: OR20210001 07/16/2021 Superseded General Decision Number: OR20200001 State: Oregon Construction Type: Highway Counties: Oregon Statewide. HIGHWAY CONSTRUCTION PROJECTS Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.95 for calendar year 2021 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the E0, the contractor must pay all workers in any classification listed on this wage determination at least $10.95 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2021. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate) . The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60) . Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Modification Number Publication Date 0 01/01/2021 1 02/12/2021 2 04/02/2021 3 06/18/2021 4 07/16/2021 BROROOOI-006 06/01/2020 BAKER, BENTON (NORTH), CLACKAMAS, CLATSOP, COLUMBIA, GILLIAM, HARNEY, HOOD RIVER, LINCOLN (NORTH), LINN (NORTH), MALHEUR (NORTH), MARION, MORROW, MULTNOMAH, POLK, SHERMAN, TILLAMOOK, UMATILLA, UNION, WALLOWA, WASCO (NORTH), WASHINGTON AND YAMHILL COUNTIES Rates Fringes BRICKLAYER. . . . . . . . . . . . . . . . . . . . . . .$ 41.20 22.39 ---------------------------------------------------------------- https://sam.gov/wage-determination/OR20210001/4 1/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov BROROOOI-007 06/01/2020 BENTON (SOUTH), CROOK, DESCHUTES, GRANT, JACKSON, JEFFERSON, KLAMATH, LAKE, LANE, LINCOLN (SOUTH), LINN (SOUTH), MALHEUR (SOUTH), WASCO (SOUTH) AND WHEELER COUNTIES Rates Fringes BRICKLAYER. . . . . . . . . . . . . . . . . . . . . . .$ 41.20 22.39 ---------------------------------------------------------------- CARP9001-001 06/01/2020 ZONE 1: Rates Fringes Carpenters: CARPENTERS. . . . . . . . . . . . . . . . . .$ 42.31 18.30 DIVER STANDBY. . . . . . . . . . . . . . .$ 53.37 18.30 DIVERS TENDERS. . . . . . . . . . . . . .$ 47.14 18.30 DIVERS. . . . . . . . . . . . . . . . . . . . . .$ 91.14 18.30 MANIFOLD AND/OR DECOMPRESSION CHAMBER OPERATORS. . . . . . . . . . . . . . . . . . .$ 47.14 18.30 MILLWRIGHTS. . . . . . . . . . . . . . . . .$ 43.26 18.30 PILEDRIVERS. . . . . . . . . . . . . . . . .$ 42.87 18.30 DEPTH PAY: 50 to 100 feet $2.00 per foot over 50 feet 101 to 150 feet 3.00 per foot over 50 feet 151 to 200 feet 4.00 per foot over 50 feet over 220 feet 5.00 per foot over 50 feet Zone Differential (Add to Zone 1 rates): Zone 2 - $1.25 Zone 3 - 1.70 Zone 4 - 2.00 Zone 5 - 3.00 Zone 6 - 5.00 Zone 7 - 10.00 ZONE 1 - All jobs or projects located within 30 miles of the respective City Hall ZONE 2 - More than 30 miles and less than 40 miles from the respective City Hall ZONE 3 - More than 40 miles and less than 50 miles from the respective City Hall ZONE 4 - More than 50 miles and less than 60 miles from the respective City Hall ZONE 5 - More than 60 miles and less than 70 miles from the respective City Hall ZONE 6 - More than 70 miles from the respective City Hall. hftps://sam.gov/wage-determination/OR20210001/4 2/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov ZONE 7 - More than 100 miles from the respective City Hall. BASEPOINTS CITIES FOR CARPENTERS (EXCLUDING MILLWRIGHTS, PILEDRIVERS AND DIVERS) ALBANY ASTORIA BAKER BEND BROOKINGS BURNS COOS BAY CORVALLIS EUGENE GOLDENDALE GRANTS PASS HERMISTON HOOD RIVER KLAMATH FALLS LAGRANDE LAKEVIEW LONGVIEW MADRAS MEDFORD McMINNVILLE NEWPORT OREGON CITY ONTARIO PENDLETON PORTLAND PORT ORFORD REEDSPORT ROSEBURG SALEM ST. HELENS THE DALLES TILLAMOOK VANCOUVER BASEPOINTS FOR MILLWRIGHTS EUGENE NORTH BEND LONGVIEW PORTLAND MEDFORD THE DALLES VANCOUVER BASEPOINTS FOR PILEDRIVERS AND DIVERS ASTORIA BEND COOS BAY EUGENE KLAMATH FALLS LONGVIEW MEDFORD NEWPORT PORTLAND ROSEBURG SALEM THE DALLES ---------------------------------------------------------------- * ELECO048-006 01/01/2021 CLACKAMAS, CLATSOP, COLUMBIA, HOOD RIVER, MULTNOMAH, TILLAMOOK, WASCO, WASHINGTON, SHERMAN AND YAMHILL (NORTH) COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 44.22 21.50 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 50.35 25.48 HOURLY ZONE PAY: Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay: Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus. hftps://sam.gov/wage-determination/OR20210001/4 3/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov ---------------------------------------------------------------- ELECO112-001 06/01/2021 BAKER, GILLIAM, GRANT, MORROW, UMATILLA, UNION, WALLOWA, AND WHEELER COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 52.50 23.01 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 50.00 22.93 ---------------------------------------------------------------- ELECO280-003 01/01/2020 BENTON, CROOK, DESCHUTES, JEFFERSON, LANE (EAST OF A LINE RUNNING NORTH AND SOUTH FROM THE NORTHEAST CORNER OF COOS COUNTY TO THE SOUTHEAST CORNER OF LINCOLN COUNTY), LINN, MARION, POLK AND YAMHILL (SOUTHERN HALF) COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 49.51 19.79 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 45.01 19.79 ---------------------------------------------------------------- * ELECO291-006 06/01/2021 MALHEUR COUNTY Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 36.77 6%+14.06 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 33.43 6%+14.06 ---------------------------------------------------------------- * ELEC0659-004 02/01/2019 DOUGLAS (EAST OF A LINE RUNNING NORTH AND SOUTH FROM THE NE CORNER OF COOS COUNTY TO THE SE CORNER OF LINCOLN COUNTY), HARNEY, JACKSON, JOSEPHINE, KLAMATH AND LAKE COUNTIES Rates Fringes CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 59.09 20.22 ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 35.19 16.80 ZONE PAY: BASE POINTS ARE FROM THE DOWNTOWN POST OFFICE IN GRANTS PASS, KLAMATH FALLS, ROSEBURG AND MEDFORD. ZONE 1: 0-20 MILES $0.00 PER HOUR ZONE 2: > 20-30 MILES $1.50 PER HOUR ZONE 3: >30-40 MILES $3.30 PER HOUR ZONE 4: >40-50 MILES $5.00 PER HOUR ZONE 5: >50-60 MILES $6.80 PER HOUR ZONE 6: >60 MILES $9.50 PER HOUR *THESE ARE NOT MILES DRIVEN. zONES ARE BASED ON DELORNE STREET ATLAS USA 5.0. hftps://sam.gov/wage-determination/OR20210001/4 4/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov ---------------------------------------------------------------- ELEC0932-004 01/01/2020 COOS, CURRY, LINCOLN, DOUGLAS AND LANE COUNTIES (AREA LYING WEST OF A LINE NORTH AND SOUTH FROM THE N.E. CORNER OF COOS COUNTY TO THE S.E. CORNER OF LINCOLN COUNTY) Rates Fringes ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 40.53 20.27 ---------------------------------------------------------------- ENGI0701-005 01/01/2020 ZONE 1: POWER EQUIPMENT OPERATORS (See Footnote C) Rates Fringes POWER EQUIPMENT OPERATOR GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 45.90 15.35 GROUP 1A. . . . . . . . . . . . . . . . . . . .$ 48.06 15.35 GROUP 1B. . . . . . . . . . . . . . . . . . . .$ 50.22 15.35 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 43.99 15.35 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 42.84 15.35 GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 41.01 15.35 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 39.77 15.35 GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 36.55 15.35 Zone Differential (add to Zone 1 rates): Zone 2 - $3.00 Zone 3 - $6.00 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA; CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt. St. Helens ""Blast Zone"" shall receive Zone I pay for all classifications. All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. hftps://sam.gov/wage-determination/OR20210001/4 5/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov For the following cities: ALBANY; BEND; COOS BAY; EUGENE; GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS Group 1 Concrete Batch Plan and or Wet mix three (3) units or more; Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred (200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200' ) boom Including jib, inserts and/or attachments); Crane, Tower Crane with one hundred seventy five foot (175' ) tower or less and with less than two hundred foot (200' ) jib; Crane, Whirley ninety (90) ton and over; Helicopter when used in erecting work Group 1A Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine (299) ton, with over two hundred foot (200' ) boom (including jib, inserts and/or attachments); Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175' ) tower or over two hundred foot (200' ) jib; Crane, tower Crane on rail system or 2nd tower or more in work radius Group 1B Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200' ) boom (including jib, inserts and/or attachments); Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over Group 2 Asphalt Plant (any type); Asphalt Roto-Mill, pavement profiler eight foot (8' ) lateral cut and over; Auto Grader or ""Trimmer""; Blade, Robotic; Bulldozer, Robotic Equipment (any type); Bulldozer, over one hundred twenty thousand (120,000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head hftps://sam.gov/wage-determination/OR20210001/4 6/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required); Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150' ) boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton; Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (200' ) of boom (including jib inserts and/or attachments); Crane, fifty (50) ton through eighty nine (89) ton with over one hundred fifty foot (150' ) boom (including jib inserts and/or attachments); Crane, Whirley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130,000) lbs.; Loader one hundred twenty thousand (120,000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater Equipment remote or otherwise, when used in construction work; Wheel Excavator any size Group 3 Bulldozer, over seventy thousand (70,000) lbs. up to and including one hundred twenty thousand (120,000) lbs.; Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150') boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150' ) boom or less (including jib inserts and/or attachments); Crane, Shovel, Dragline or Clamshell three (3) cu. yds. but less than five (5) cu. Yds.; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs.; Loader sixty thousand (60,000) lbs. and less than one hundred twenty thousand (120,000) lbs. Group 4 Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (8' ) lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine; Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type); Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70,000) lbs.; Cable-Plow (any type); Cableway up to twenty five (25) ton; Cat Drill (John Henry); Chippers; Compactor, multi-engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile; Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred (100) ton; Crane, Floating Clamshell, Dragline, etc. Operator, under three (3) cu. yds. Or less than thirty (30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100') in height and less than one hundred fifty foot (150' ) jib (on rail included); Diesel-Electric Engineer (Plant or Floating); Directional Drill over twenty hftps://sam.gov/wage-determination/OR20210001/4 7/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov thousand (20,000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20,000) lbs. through eighty thousand (80,000) lbs.; Generator Operator; Grade-all; Guardrail Machines, i.e. punch, auger, etc.; Hammer Operator (Piledriver); Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type); Jack Operator, Elevating Barges, Barge Operator, self-unloading; Loader Operator, front end and overhead, twenty five thousand (25,000) lbs. and less than sixty thousand (60,000) lbs.; Log Skidders; Piledriver Operator (not crane type); Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired Dozers and Pushers; Scraper, all types; Side-Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type); Surface Heater and Planer; Tractor, rubber-tired, over fifty (50) HP Flywheel; Trenching Machine three foot (3') depth and deeper; Tub Grinder (used for wood debris); Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine; Ultra High Pressure Water Jet Cutting Tool System Operator; Vacuum Blasting Machine Operator; Water pulls, Water wagons Group 5 Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix); Asphalt, Roto-Mill pavement profiler ground man; Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work; Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator; Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8') or less; Concrete, Planer; Concrete, Pump; Concrete, Pump Truck; Concrete, Pumperete Operator (any type); Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20,000) lbs. pullback; Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs. ; Hydraulic Backhoe wheel type (any make); Laser Screed; Loaders, rubber-tired type, less than twenty five thousand (25,000) lbs.; Pavement Grinder and/or Grooving Machine (riding type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size); Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser); Sweeper Self-Propelled; Tractor, Rubber-Tired, fifty (50) HP flywheel and under; Trenching Machine Operator, maximum digging capacity three https://sam.gov/wage-determination/OR20210001/4 8/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov foot (3' ) depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc. Group 6 Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler; Boatman; Bobcat, skid steed (less than one (1) yard); Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type); Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler; Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator; Mixer Box (CTB, dry batch, etc. ); Oiler; Plant Oiler; Pump (any power); Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt); Truck, Crane Oiler-Driver ---------------------------------------------------------------- IRON0029-004 07/01/2020 Rates Fringes IRONWORKER. . . . . . . . . . . . . . . . . . . . . . .$ 39.10 29.75 ---------------------------------------------------------------- LAB00737-001 06/01/2020 Rates Fringes Mason Tender/Hod Carrier Tenders to Bricklayers, Tile Setters, Marble Setters and Terrazzo Workers, Topping for Cement Finishers and Mortar Mixers. . . . . . . . . . . . . . .$ 32.71 15.40 ---------------------------------------------------------------- LAB00737-008 06/01/2020 ZONE 1: LABORERS (SEE FOOTNOTE C) Rates Fringes Laborers: GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 31.83 15.40 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 33.01 15.40 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 27.56 15.40 Zone Differential (Add to Zone 1 rates): Zone 2 - $0.85 Zone 3 - 2.00 Zone 4 - 3.00 Zone 5 - 5.00 ZONE 1 - All jobs or projects located within 30 miles of the https://sam.gov/wage-determination/OR20210001/4 9/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov respective City Hall ZONE 2 - More than 30 miles and less than 40 miles from the respective City Hall ZONE 3 - More than 40 miles and less than 50 miles from the respective City Hall ZONE 4 - More than 50 miles and less than 80 miles from the respective City Hall ZONE 5 - More than 80 miles from the respective City Hall. BASEPOINTS: ALBANY ASTORIA BAKER CITY BEND BURNS COOS BAY EUGENE GRANTS PASS HERMISTON KLAMATH FALLS MEDFORD PENDLETON PORTLAND ROSEBURG SALEM THE DALLES LABORER CLASSIFICATIONS GROUP 1: Applicator (including Pot Tender for same) applying protective material by hand or nozzle on utility lines or storage tanks on project, Asphalt Plant; Asphalt Spreader; Batch Weighman; Broomers; Brush Burners and Cutters; Choker Setter; Choker Splicer; Clary Power Spreader; Clean-up Laborer; Clean up Nozzleman (concrete, rock, etc); Concrete Laborer; Crusher Feeder; Curing, Concrete; Demolition, wrecking, and moving; Dopping and Wrapping Pipe; Dumpman (for Grading Crew); Erosion Control Specialist; Fine Graders; Fence Builders; Form Strippers; Guard Rail, Median Rail, Barriers, Reference Post, Guide Post, Right of Way Marker; Remote Control (Dry Pack Machine, jackhammer, Chipping Guns, Compaction, Paving Breakers, Hand Held Concrete Saw, Demo Saw, Core Drill); Precast Concrete Setter; Pressure Washer; Railroad Track Laborer; Ribbon Setter; Rip Rap Map; Sand Blasting (Wet); Scaffold Tender; Self Propelled Concrete Buggy; Sewer Laborer; Sign Erector; Signalman; Scissor and Manlift; Skipman; Slopers; Sprayman; Stake Chaser; Stake Setter; Tamper; Timber Faller and Bucker; Tool Operators (Hand Held, Walk Behind) GROUP 2: Asbestos Removal; Asphalt Rakers, Bit Grinder, Concrete Core Drill, Concrete Pump Nozzleman, Concrete Saw Operator (Walk Behind, Walk Saw, Rail Mounted, Wire); Drill Operator; Grade Checker; Gunite Nozzleman; Hazardous Waste Laborer; High Scalers; Laser Bean (Pipe Laying); Loop Installation; Manhole Builder; Mold Remediation Laborer; Nippers and Timberman; Pipelayer; Powderman; Power Saw Operators (Bucking and Falling); Pumperete Nozzleman; Sand Blasting (Dry); Sewer Timberman; Tugger Operator; Vibrators; Water Blaster GROUP 3: Final Clean-up(detailed clean-up, limited to cleaning up floors, ceilings, walls, windows-prior to acceptance by the owner); Fire Watch; Landscaper; Traffic hftps://sam.gov/wage-determination/OR20210001/4 10/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov Flagger FOOTNOTE C: HANDLING OF HAZARDOUS WAST MATERIALS - Personnel in all craft classifications subject to working inside a federally designated Hazardous Waste perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of Hazardous Waste as outline in the specific Hazardous Waste Project Site Safety Plan: H-1 Base Wage Rate when on a hazardous waste site when not outfitted with protective clothing. H-2 Class ""C"" Suit - Basic hourly wage rate plus $1.00 per hour, fringes plus $0.15. H-3 Class ""B"" Suit - Basic hourly wage rate plus $1.50 per hour, fringes plus $0.15. H-4 Class ""A"" Suit -Basic hourly wage rate plus $2.00 per hour, fringes plus $0.15. ---------------------------------------------------------------- PAIN0055-002 07/01/2019 Rates Fringes PAINTER HIGHWAY & PARKING LOT STRIPER. . . . . . . . . . . . . . . . . . . . .$ 35.45 12.56 ---------------------------------------------------------------- PAIN0055-033 07/01/2020 Rates Fringes PAINTER Area 1: CLACKAMAS, CLATSOP, COLUMBIA, GILLIAM, HOOD RIVER, MARION, MULTNOMAH, MORROW, POLK, SHERMAN, TILLAMOOK, UMATILLA, UNION, WALLOWA, WASCO, WASHINGTON, and YAMHILL Counties Painters. . . . . . . . . . . . . . . . . . .$ 27.14 13.34 Area 2: BAKER, BENTON, CROOK, DESCHUTES, GRANT, HARNEY, JEFFERSON, LAKE, LANE, LINN, LINCOLN, MALHEUR, and WHEELER Counties Painters. . . . . . . . . . . . . . . . . . .$ 24.14 13.34 Area 3: COOS, CURRY, DOUGLAS, JACKSON, hftps://sam.gov/wage-determination/OR20210001/4 11/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov JOSEPHINE, and KLAMATH Counties Painters. . . . . . . . . . . . . . . . . . .$ 22.14 13.34 All high work over 60 ft. = base rate + $0.75 ---------------------------------------------------------------- PLAS0555-001 07/01/2020 ZONE 1: Rates Fringes Cement Masons: (ZONE 1) CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD. .$ 37.32 19.42 CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD. . . . . . . . . . . .$ 36.58 19.42 CEMENT MASONS. . . . . . . . . . . . . . .$ 35.52 19.42 COMPOSITION WORKERS AND POWER MACHINERY OPERATORS. . .$ 36.58 19.42 Zone Differential (Add To Zone 1 Rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 3.00 BASE POINTS: BEND, CORVALLIS, EUGENE, MEDFORD, PORTLAND, SALEM, THE DALLES, VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2: More than 30 miles but less than 40 miles from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 4: More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall ---------------------------------------------------------------- TEAM0037-004 06/01/2020 ZONE 1: TRUCK DRIVERS (See Footnote C): Rates Fringes Truck drivers: GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 29.08 16.40 GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 29.20 16.40 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 29.34 16.40 hftps://sam.gov/wage-determination/OR20210001/4 12/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 29.62 16.40 GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 29.85 16.40 GROUP 6. . . . . . . . . . . . . . . . . . . . .$ 30.03 16.40 GROUP 7. . . . . . . . . . . . . . . . . . . . .$ 30.24 16.40 Zone Differential (add to Zone 1 rates): Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 Zone 1 - All jobs or projects located within 30 miles of the respective City Hall Zone 2 - More than 30 miles and less than 40 miles from the respective City Hall Zone 3 - More than 40 miles and less than 50 miles from the respective City Hall Zone 4 - More than 50 miles and less than 80 miles from the respective City Hall Zone 5 - More than 80 miles from the respective City Hall BASEPOINTS: ALBANY ASTORIA BAKER BEND BINGEN BROOKINGS BURNS COOS BAY CORVALLIS EUGENE GOLDENDALE GRANTS PASS HERMISTON HOOD RIVER KLAMATH FALLS LAGRANDE LAKEVIEW LONGVIEW MADRAS MEDFORD MCMINNVILLE OREGON CITY NEWPORT ONTARIO PENDLETON PORTLAND PORT ORFORD REEDSPORT ROSEBURG SALEM THE DALLES TILLAMOOK VANCOUVER TRUCK DRIVER CLASSIFICATIONS GROUP 1: A-frame or hydra-lift truck w/load bearing surface; Articulated dump truck; Battery rebuilders; Bus or manhaul driver; Concrete buggies (power operated); Concrete pump truck; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: up to and including 10 cu. yds.; Lift jitneys, fork lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or leverman on concrete dry batch plant (manually operated); Lubrication man, fuel truck driver, tireman, wash rack, steam cleaner or combination; Pilot car; Pickup truck; Slurry truck driver or leverman; Solo flat bed and misc. body truck, 0-10 tons; Team drivers; Tireman; Transit mix and wet or dry mix trucks: 5 cu yds. and under; Water wagons (rated capacity) up to 3,000 gallons GROUP 2: Boom truck/hydra-lift or retracting crane; Challenger; Dumpsters or similar equipment-all sizes; Dump trucks/articulated dumps 6 cu to 10 cu.; Flaherty spreader driver or leverman; Low bed equipment, flat bed semi-truck hftps://sam.gov/wage-determination/OR20210001/4 13/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov and trailer or doubles transporting equipment or wet or dry materials; Lumber carrier, driver-straddle carrier (used in loading, unloading and transporting of materials on job site); Oil distributor driver or leverman; Transit mix and wet or dry mix trucks: over 5 cy yds and including 7 cu. yds; Vacuum trucks; Water Wagons (rated capacity) over 3,000 to 5,000 gallons GROUP 3: Ammonia nitrate distributor driver; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 10 cu. yds. and including 30 cu. yds., includes articulated dump trucks; Self-Propelled street sweeper; Transit mix and wet or dry mix trucks, over 7 cu. yds. and including 11 cu. yds.; truck mechanic-Welder-Body repairman; Utility and clean-up truck; Water wagons (rated capacity) 5,000 to 10,000 gallons. GROUP 4: Asphalt Bruner; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds. includes articulated dump trucks; Fire guard; Transit Mix and Wet or Dry Mix Trucks, over 11 cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Composite Crewman; Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds., includes articulated dump trucks GROUP 6: Bulk cement spreader w/o auger; Dry Pre-Batch concrete mix trucks; Dump trucks, side, end and bottom dumps, including semi-trucks and trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds. and includes articulated dump trucks; Skid truck GROUP 7: Dump trucks, side, end and bottom dumps, including semi-trucks and trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds. includes articulated dump trucks; Industrial lift truck (mechanical tailgate) FOOTNOTE C: HANDLING OF HAZARDOUS WAST MATERIALS -(LABORERS, POWER EQUIPMENT OPERATORS, AND TRUCK DRIVERS): Personnel in all craft classifications subject to working inside a federally designated Hazardous Waste perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of Hazardous Waste as outline in the specific Hazardous Waste Project Site Safety Plan: H-1 Base Wage Rate when on a hazardous waste site when not outfitted with protective clothing. H-2 Class ""C"" Suit - Basic hourly wage rate plus $1.00 per hour, fringes plus $0.15. hftps://sam.gov/wage-determination/OR20210001/4 14/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov H-3 Class ""B"" Suit - Basic hourly wage rate plus $1.50 per hour, fringes plus $0.15. H-4 Class ""A"" Suit -Basic hourly wage rate plus $2.00 per hour, fringes plus $0.15. ---------------------------------------------------------------- SUOR1991-003 04/01/1991 Rates Fringes Timber Sales Roads: LABORERS. . . . . . . . . . . . . . . . . . . .$ 8.35 4.30 OPERATING ENGINEERS. . . . . . . . .$ 10.37 4.15 POWER SAW, DRILLER, POWDERMAN. . . . . . . . . . . . . . . . . . .$ 9.12 4.30 TEAMSTERS. . . . . . . . . . . . . . . . . . .$ 9.74 3.74 ---------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- ---------------------------------------------------------------- Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). ---------------------------------------------------------------- The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). hftps://sam.gov/wage-determination/OR20210001/4 15/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG '" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. hftps://sam.gov/wage-determination/OR20210001/4 16/18 DocuSign Envelope ID: 1705B9A1-C34A-4CF7-AC2D-79812E14FD1D 7/21/2021 SAM.gov ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) 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