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Home My WebLink About5578 (,��'l�.�c� � 7�' AGENDA BILL 7 F CITY OF BREMERTON CITY COUNCIL SUBJECT: Award Columbia Pumping 8 Study Session Date: March 9, 2016 Construction, Inc. the construction contract COUNCIL MEETING Date: March 16, 2016 2016 Sewer Rehabilitation Department: PW&U Presenter: Bill Davis Phone: (360) 473-2312 SUMMARY: The work to be completed includes rehabilitating approximately 8179 lineal feet of sanitary sewer using the cure-in-place-pipe (CIPP) method, reinstating approximately 145 side sewers, and installing 27 lineal feet of sanitary sewer using open cut construction. There were three (3) bids received. Columbia Pumping & Construction, Inc. was the lowest responsible, responsive bidder in the amount of$509,748.89 (which includes sales tax). ATTACHMENTS: 1. Council Summary; 2. Agreement; and 3. Bid Tabulation FISCAL IIVIPACTS (Include Budgeted Amount): This project is included in the 2016 Budget and is fully funded. STUDY SESSION AGENDA: Ox No Presentation ❑ Full Presentation STUDY SESSION ACTION: 0 Consent Agenda ❑ General Business ❑ Public Hearing RECOMMENDED MOTION: Move to award the construction bid for 2016 Sewer Rehabilitation from Columbia Pumping & Construction, Inc. in the amount of$509,748.89 (which includes sales tax); and authorize the Mayor to finalize and execute the agreement with substantially the same terms and conditions as presented. COUNCIL ACTION: �Approve ❑ Deny ❑ Table ❑ Continue ❑ No Action � Form Updated 01/07/15 �"� CBPUM-1 OP ID: DM r '��R�� CERTIFICATE OF LIABILITY INSURANCE �ATE(MMl�D/YYYYj 03/25/2016 THIS CERTIFICATE IS IS5UE0 AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THI5 � CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE,HOLQER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION iS WAIVED,subject to ' the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in iieu of such endorsement(s . PRODUCER Phone:509-525-4'I 10 NAME:CT Lloyd's,Inc. Fax: 509-525-4465 PHDNE Fnx PO Box 1318 arc No Ext: A/C No: ' Waila Walla,WA 99362-0303 E-MAIL Elizabeth Boucher aooRess: �NSURER 5 AFFORDItdG COVERAGE NAIC N INSURERA:OFIIO SeCU�I Ins Co ' INSURED Columbia Pumping& INSURER B:A111@CIC8f1 Flf@�CelSUBI Construction,Inc. �r,suReRc:Ohio Casuait Insurance Co 24066 1005 S. Maitland Avenue Pasco,WA 99301 INSURER D: INSURER E: ' INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD lNDICATED. NOTWITHSTANDING ANY RE�UiREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS 1 CERTIFICATE MAY BE 15SUED OR MAY PERTAIN, THE INSURANCE AFFORDEO BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS ANO CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TypE OF INSURANCE POLICY EFF POLICY EXP LTit POLICY NUMBER MMlDD/YYYY MM/ODlYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE 5 'I,OOO�OOO ' /4 X COMMERCIAL GENERAL LlABILITY BKS(16)55573386 08/25/2015 08�25/2016 pREM15ES Ea occurrence 3 ��00,�0 CIAIMS-MA�E � OCCUR MED EXP(Any one person) 5 15,��0 PERSONAL 8 AOV INJURY 5 �,OOO,OOO ' GENERALAGGREGATE 5 Z,OOO,OO GEN'L AGGREGATE LIMIT APPLIES PER. PRODUCTS-COMP/0P AGG 5 Z,OOO,OOO P�LICY X PR� LOC s � AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 'I,OOO,OOO Ea accideni 5 /� X ANY AUTO BAA(16)55573386 08/25/2015 08/25/2016 BOOILY INJURY(Per person) S ALL OWNED SCHEDULED AUTOS AUTOS BODIIY INJURY(Per accident) 5 X HIRED AUTOS )( NON-OWNED PROPERTY DAMAGE 5 ' AUTOS Per accident 5 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 'I,OOO,OOO A El(CESSLIAB CLAIMS�M.DE USO(15)55573386 08/25/2015 08I25l2016 qGGREGATE 5 �r��,��Q � �ED X RETENTION S 'I OOOO 5 WORKERS COMPENSATION X WC STATT- OTH- AND EMPLOYERS'LIABIIITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y� N/A E L.EACH ACCIDENT 5 'I�OOO,OO OFFICEWMEMBEREXCLUOED7 BKS 16 55573386 O$/2$/Z�1$ �8/2$/Z��s ' /�1 (Mandatory in NHJ ( ) E.L.DISEASE-EA EMPLOYEE Y �,��,��D If yes,describe under DESCRIPTION OF OPERA'fIONS balow E L.DISEASE-POLICY lIM1T 5 �,OOO,OOO ' UESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Addltlonal Remarka Schedule,It more apace is requlred) Certificata holder is listed as Additional Iasured for project performed by the named insured. 1 Job: 2016 Sewer Rehabilitation ' CERTIFICATE HOLDER CANCELLATION ' SHOULD ANY OF THE ABOVE DESCRIBEO POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WItL BE DELIVERED iN City of Bremerton ACCORDANCE WITH THE POLICY PROVISIONS. City Hali 345 6th St AUTHORIZED REPRESENTATIVE � Bremerton,WA 98337 , ��` O 1988-2010 ACORD CORPORATION. All rights reserved. J� ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD ` � Named insureq Agent - COLUMBiA PUMPING AND (509) 525-4110 CONSTRUCTION INC LLOYD'S 1NSURANCE iNC POLICY FORIVIS AND ENDORSEMENTS - CONTINUED � This section lists all of the Forms and Endorsements for your policy. Refer to lhese documenls as needed for delailed information concerning your coverage. FORM NUMBER TITLE CG 24 26 04 13 Amendmenl oC Insured Conlract Definition CG 26 77 12 04 Washington- Fungi or Bacteria Exclusion CG 83 20 12 08 Contractors Amendment o[Pollution Exclusion (Job Silcs) CG 84 94 12 08 Exclusion- Cons�lidated Insurance Programs Wrap-Up CG 84 99 08 09 Non-Cumulation Liabilily Limits Same Occurrence CG 85 15 09 03 Exclusion - Professional Services � CG 88 !0 04 13 Commercial Gcneral Liability Extension CG 88 60 12 08 Each Location General Agareaale Limit CG 88 65 12 08 Voluntary Property Damage Exlcnsion CG 88 67 l2 08 Property Damage- Borrowed Equipment - $100,000 Limit CG 88 70 12 08 Construction Projecl(s)-General Aggregate Limit (Per Projecl) CG �8 72 12 08 OCf Premises Property Damage Including Care, Custody or Control CG 88 77 12 08 Medical Expense At Your Request Endorsemcnt CG 88 80 12 08 Property Damagc - Customcrs' Goods ($100,000 Limit) CG 89 27 10 09 Washington Exclusion- Asbcslos CL O1 �3 03 IO Common Poticy Conditions - Washington CL 04 65 O1 O1 Loss Payable Endorsemenl - Washington CL 06 00 O1 15 Certificd Terrorism Loss CL U7 00 10 06 Virus or Bacteria Exclusion CM 00 O1 09 04 Coimnercial Inland Marinc Conditions CM O1 07 O1 OS W�shinoton Changcs CM 76 13 07 13 Waivcr of Theft Deductible CM 88 02 04 OS Commercial Compuler Coverage Form CP 00 10 10 12 Builsiins and Personal Properly Coverage Fonn CP 00 90 07 88 Commerc�al Property Conditions CP O1 26 10 12 Washinglon Chan�es CP O1 40 07 06 Exclusion of Loss Due to Virus or Bacteria - CP Ol 60 l2 98 Washington Changes - Domcstic Abuse CP Ol 79 !0 12 Wnshington Changcs - Excluded Causes of Loss CP 10 30 LO l2 Causes of Loss- Spccial Form CP 70 02 01 O1 Gencral Endorsemcnt To repvri a claim, call your Agent ur i-800-362-0000 DS 70 21 Ol 08 07/27/15 55573386 N0175539 231 NCAOPPNO AGENT COPY 001038 PAGE 9 OF 44 COMMERCIAL GENERAL LIABILITY CG 88 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIABILITY EXTENSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LfABILITY COVERAGE PART INDEX SUBJECT PAGE NON-OWNED AIRCRAFT 2 NON-OWNED WATERCRAFT 2 PROPERTY DAMAGE LIABILITY—ELEVATORS 2 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) 2 MEDICAL PAYMENTS EXTENSION 3 EXTENSION OF SUPPLEMENTARY PAYMENTS—COVERAGES A AND B 3 ADDITIONAL INSUREDS — BY CONTRACT,AGREEMENT OR PERMIT 3 PRIMARY AND NON-CON7RIBUTORY—ADDITIONAL INSURED EXTENSION 5 ADDITIONAL INSUREDS — EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" g WHO IS AN INSURED—INCIDENTAL MEDICAL ERRORS/MALPRACTICE AND WHO IS AN INSURED— g FELLOW EMPLOYEE EXTENSION—MANAGEMENT EMPLOYEES NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 7 FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES � KNOWLEDGE OF OCCURkENCE,OFFENSE, CLAIM OR SUIT 7 LIBERALIZATION CLAUSE 7 � BODILY INJURY REDEFINED 7 EXTENDED PROPERTY DAMAGE 8 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US— $ WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU . .�•:: 0.2013 Liberty Mulual Insurance - 'CG 88•10;,04,13;-=-- ;... . . . Includes copyrighted material ot Insur�nce Seniices Office,Inc.,with its permission. Page 1 of 8 ' With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. A. NON-OWNED AIRCRAFT Under Paragraph 2. Exclusions of Section I—Coverage A- Bodily Injury And Property Damage Liability, exclusion g. Aircraft,Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; 2. It is hired, chartered or loaned with a trained paid crew; 3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial or airline pilot; and 4. It is not being used to carry persons or property for a charge. However, the insurance afforded by this provision does not apply if there is available to the insured other valid and collectible insurance,whether primary, excess (other than insurance written to apply specifically in excess of this policy),contingent or on any other basis, that would also apply to the loss covered under this provision. B. NON-OWNED WATERCRAFT Under Paragraph 2. Exclusions of Section I—Coverage A—Bodily Injury And Property Damage Liability, Subparagraph (Z) of exclusion g.Aircraft,Auto Or Watercraft is replaced by the following: This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY DAMAGE LIABILITY—ELEVATORS 1. Under Paragraph 2. Exclusions of Section I—Coverage A—Bodily Injury And Property Damage Ltability, Subparagraphs (3), (4)and (6) of exclusion J. Damage To Property do not apply if such "property damage"results from the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations. 2. The following is added to Section IV—Commercial General Liability Conditions, Condition 4.Other Insurance, Paragraph b. Excess Insurance: The insurance afforded by this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent or on any other basis. D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) If Damage To Premises Rented To You is not otherwise excluded from this �overage Part: 1, Under Paragraph 2. Exclusions of Section I -Coverage A-Bodily Injury and Property Damage � Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the following: Paragraphs (1), (3) and (4)of this exclusion do not apply to"property damage" (other than damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protec�ion system) to: (i) Premises rented to you for a period of 7 or fewer consecutive days; or (ii) Contents that you rent or lease as part of a premises rental or lease agreement for a period of more than 7 days. Paragraphs(1), (3) and (4)of this exclusion do not apply to"property damage"to contents of premises rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in Section 111—Limits of Insurance. O 2013 Liberty Mufual Insurance CG 88 10 04 13 Includes copyrighled malerial of Insurance Services Office,Inc.,with I►s permission. PBge 2 of 8 b. The last paragraph of subsection 2. Exclusions is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with permission of the owner.A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III—Limits Of Insurance. 2. Paragraph 6, under Section III—Limits Of Insurance is replaced by the following: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of"property damage"to: a. Any one premise: (1) While rented to you; or (2) While rented to you or temporarily occupied by you with permission of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection systems; or b. Contents that you rent or lease as part of a premises rental or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) -Paragraph 9.a. of Definitions is replaced with the following: 9.a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion,smoke, or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with the permission of the owner, or for damage to contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". E. MEDICAL PAYMENTS EXTENSION If Coverage C Medical Payments is not otherwise excluded, the Medical Payments provided by this policy are amended as follows: Under Paragraph 1. Insuring Agreement of Section I—Coverage C—Medical Payments, Subparagraph(b)of Paragraph a, is replaced by the following: (b) The expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION OF SUPPLEMENTARY PAYMENTS—COVERAGES A AND B 1. Under Supple�mentary Payments—Coverages A and B, Paragraph 1.b. is replaced by the following: b. Up to$3,000 For cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the eodily fnjury Liability Coverage applies. We do not have to furnish these bonds. 0 2. Paragraph 1.d. is replaced by the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or"suiY', including actual(oss of earnings up to$500 a day because of time off from work. G. ADDITIONAL INSUREDS - BY CONTRACT,AGREEMENT OR PERMIT 1. Paragraph 2. under Section II—Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract,written agreement or permit. Such person or organization is an additional insured but only with respect to liability for"bodily injury", "property damage"or"personal and advertising injur�' caused in whole or in part by; a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the "bodily injury"or"property damage"occurs, or the "personal and advertising injury"is committed, subsequent to the signing of such written contract or written agreement; or 02013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrlghted material of Insurance Services Office, Inc.,wilh its permission. Page 3 of 8 b. Premises or facilities rented by you or used by you; or c. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; or d. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit su6ject to the following additional provisions: (1) This insurance does not apply to"bodily injury", "property damage", or"persona�and advertising injury" arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to"bodily injury"or"property damage" included within the "completed operations hazard". (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar exposures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. With respect to Paragraph 1.a. above, a person's or organization's status as an additional insured under this endorsement ends when: (1) All work, including materials, parts or equipment furnished in connection with such work, on the p��je^t (other than service, maintenance or repairs) to be performed by or on be'ialf�f';�e additiona!insured(s)at the location of the covered operations has been completed; or (2) That portion of"your work"out of which the injury or damage arises�has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. With respect to Paragraph 1.b. above, a person's or organization's status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises or facilities ends. With respects to Paragraph 1.c, above, this insurance does not apply to any"occurrence"which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to the lessor. . The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury"or"property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a"suit" by the additional insured as required in Paragraph b.of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under Section IV—Commercial General Liabifity Conditions. 02013 Liberiy Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc.,with its permission. Page 4 of 8 2. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I -Coverage A -Bodily Injury And Property Damage Liability: This insurance does not apply to: � a. "Bodily injury"or"property damage"arising from the sole negligence of the additional insured, b. "Bodily injury"or"property damage"that occurs prior to you commencing operations at the location where such"bodily injury"or"property damage"occurs. c. "Bodily injury', "property damage"or"personal and advertising injury"arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment,training or monitoring of others by that insured, if the"occurrence"which caused the"bodily injury"or"prope�ty damage", or the offense which caused the"personal and advertising injury", involved the rendering of,or the failure to render, any professionaharchitectural, engineering or surveying services. d. "Bodily injury"or"property damage"occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. e. Any person or organization specifically designated as an additional insured for ongoing operations by a separate ADDITIONAL INSURED—OWNERS, LESSEES OR CONTRACTORS endorsement issued by us and made a part of this policy. 3. With respect to the insurance afforded to these additional insureds, the following is added to Section III— Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on belialf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the a licable Limits of Ins�� a PP r nce shown m the Declarations; whichever is less. This endorsement shalf not increase the applicable Limits of Insurance shown in the Declarations. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. Condition 4. Other Insurance of SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS is amended as follows: a. The following is added to Paragraph a. Primary tnsurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. 02013 Li6erty Mutual Insurance CG 88 10 04 13 Includes copyrighted material ot Insurance Services Ofiice,Inc.,with its permission. Page 5 of 8 b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facililies rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the additional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. �• ADDITIONAL IPISUREDS -EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. 1. The following is added to Condition 2. Duties In 7he Event Of Occurrence, Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable: a, Give written notice of an"occurrence"or an offense that may result in a claim or"suit" under this insurance to us; b, Tender the defense and indemnity of any claim or"suit"to all insurers whom also have insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a"suit"by the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section III—Limits of Insurance of this policy,whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. J. WHO IS AN INSURED -INCIDENTAL MEDICAL ERRORS I MALPRACTICE WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES Paragraph 2.a.(1) of Section II -Who Is An Insured is replaced with the following: (1) "Bodily injury"or"personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co='employee"while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers"while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co"employee"or"volunteer worker"as a consequence of Paragraph (1) (a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1) (a)or(b)above; or (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing professional health care personnel to others, or if coverage for providing professional health care services is not otherwise excluded by separate endorsement, this provision (Paragraph (d))does not apply. O 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrlghted malerial of Insurance Services Ofiice, �nc.,with its permission. Page 6 of 8 Paragraphs (a) and (b) above do not apply to"bodily injury"or"personal and advertising injury"caused by an "employee"who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the "employee's"job responsibilities assigned by you, includes the direct supervision of other"employees"of yours. However, none of these"employees" are insureds for"bodily injury"or"personal and advertising injury" arising out of their willful conduct, which is defined as the purposeful or willful intent to cause"bodily injury"or"personal and advertising injury", or caused in whole or in part by their intoxication by liquor or controlled substances. The coverage provided by provision J. is excess over any other valid and collectable insurance available to your "employee". K. NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES Paragraph 3. of Section 11 -Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the expiration of the policy period in which the entity was acquired or formed by you; b. Coverage A does not apply to "bodily injury"or"property damage"that occurred before you acquired or formed the organization; and c. Coverage B does not apply to"personal and advertising injury"arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership,joint venture � or limited liability company that is not shown as a Named Insured in the Declarations or qualifies as an insured under this provision. L. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES Under Section IV—Commercial General Liability Conditions,the following is added to Condition 6. Representations: Your failure to disclose all hazards or prior"occurrences"existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior"occurrences" is not intentional. M. KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT lJnder �ection IV—Comm�rcial General Liability Conditions,the following is added to Condition 2. Duties In i The Event of Occurrence, Offense, Claim Or Suit: Knowledge of an"�ccurrence", offense, claim or"suit" by an agent, servant or"employee"of any insured shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of Section II—Who Is An Insured or a person who has been designated by them to receive reports of "occurrences", offenses, claims or"suits" shall have received such notice from the agent, servant or "employee". N. LIBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your state. O. BODILY INJURY REDEFINED Under Section V—Definitions, Definition 3.is replaced by the following: 3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease. O 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material oi Insurance Services Office, Inc.,with its permisslon. Page 7 of 8 P. EXTENDED PROPERTY DAMAGE Exclusion a,of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: a. Expected Or Intended Injury "Bodily injury"or"property damage"expected or intended from the standpoint of the insured. This exclusion does not apply to"bodily injury"or"prope�ty damage"resulting from the use of reasonable fo�ce to protect persons or property. Q. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US—WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU Under Section IV— Commercial General Liability Conditions, the following is added to Condition 8. Transfer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have against a person or organization because of payments we make for injury or damage arising out of your ongoing operations or"your work"done under a contract with that person or organization and included in the"products-completed operations hazard"provided: 1. You and that person or organization have agreed in writing in a contract or agreement that you waive such rights against that person or organization; and 2. The injury or damage occurs subsequent to the execution of the written contract or written agreement. U O 2013 Liberty Mulual Insurance CG 88 10 04 13 Includes copyrighted malerial of Insurance 5ervices Office, Inc.,with its permisslon. Page 8 of 8 \ � CERTIFICATION BY�NGINEER The technical material and data contained in these Speci�cations for the City of �; Bremerton project titled 2016 Sewer Rehabilitation, were prepared under the supervision and direction of the undersigned,whose seal, as a professional engineer licensed to practice as such, is affixed below. � ;� � �' ��' J O w�F ��y�� d -- � 3 '`� � c�'�G � . ... �'�' ��k � o,�F�S�e tio�,w� 21 y 1 � S��N�� Gti � � � . � ' � � . � Prepared by: a1'1 C/�, �� William J. Davis, P.E. � City of Bremerton ` ��: � � � . :� NOTICE INVITING BIDS `�' for 2016 Sewer Rehabiliation �- RECEIPT OF BIDS: Sealed Bids will be received at the office of the Ciry Clerk of the City of Bremerton, located at 345 6th Street, Bremerton, Washington 98337 until 2:00 p.m. PST as shown on the wall clock inside the City Clerk's office on Monday, February 29, 2016 for the project 2016 Sewer Rehabilitation. Bids received after the specified time and date will not be considered. � OPEN[NG OF BIDS: The bids will be publicly opened and read after 2:00 p.m. on Monday, February 29, 2016 in the office of the City Clerk at 345 6rh Street, Bremerton, Washington 98337. COMPLETION OF WORK: The WORK must be completed within 120 calendar davs ,�, after the commencement date stated in the Notice to Proceed. DESCRIPTION OF WORK: The WORK to be completed includes rehabilitating 8179 � lineal feet of sanitary sewer using the cure-in-place-pipe (CIPP) method, reinstating approximately 145 side sewers, installing 27 lineal feet of sanitary sewer using open- cut construction and all other work as identified in the Contract Documents. � PREVIEWING CONTRACT DOCUMENTS: Contract Documents may be previewed at � the ARC Document Solutions website (www.e-arc.com). Go to http://www.e- arc.com�wa�tacoma, then click on the link `Enter Public Planroom'. Scroll down or search to find the project. �1 PURCHASING CONTRACT DOCUMENTS: The Contract Documents may be ordered and purchased from ARC Document Solutions. Payment is typically cost of reproduction (non-refundable). Contact Bid Services at ARC in Tacoma, WA: 1(800) � 337-8103; FAX (253) 272-4064; E-mail: tacoma.bidservicesCa�e-arc.com. ' AVAILABILITY OF PIPE INSPECTION VIDEOS AND PIPE DOCUMENTATION: The � ' � City has performed video inspections of some of the piping scheduled for rehabilitation. To receive theses videos, contact Linda Fulton at the City of Bremerton at (360) 473- 2323 or linda.fulton@ci.bremerton.wa.us. The videos will be mailed out on a USB �- thumb drive using a 1-day mail service. `�� PROPOSALS: All bid proposals must be made on the blank forms furnished in the Contract Documents. Sealed envelopes containing bids shall be entitled: 2016 Sewer , Rehabilitation BID SECURITY: Each bid proposal shall be accompanied by a bid proposal deposit in cash, certified check, cashier's check, or surety bond in an amount equal to five percent �.� (5%) of the amount of such bid proposal. The failure to furnish a bid deposit of a minimum of 5 percent shall make the bid nonresponsive and shall cause the bid to be I � rejected by the Contracting Agency. � � PERFORMANCE BOND: The successful bidder will also be required to provide a Performance Bond for 100 percent of the Contract Price. Should the successful bidder � fail to enter into such contract and furnish satisfactory performance bond within the time stated in the specifications, the bid proposal deposit shall be forfeited to the Ciry of Bremerton. PRE-BID COIVFERENCE: A pre-bid conference will be conducted by the City. The � objective of the pre-bid conference is to acquaint prospective bidders with the work and answer any questions. The pre-bid conference is scheduled for Friday, February 19 at 9 a.m. at 3027 Olympus Drive, Bremerton,WA 98310. Proceed to the second floor of � the building where the Engineering Division offices are located. If the front door is locked, enter through the back door of the building. PROJECT COMMUIVICATION: All communications related to the project shall be � directed to the City prior to opening of Bids: Communic ' n b e f -m ' � at�� h�n ax/e ail: Montee Geister Telephone: (360) 473-5324 � Fax: (360) 473-5398 � . E-mail: Montee.Geister@ci.bremerton.wa.us Communication by mail: � Department of Public Works and Utilities ATTN: Montee Geister �, 3027 Olympus Drive Bremerton,WA 98310 �, CITY'S RIGHTS RESERVED: The City of Bremerton reserves the right to reject any and all bids on any or all schedules or alternates or to waive any informalities in the bidding ,� and shall determine which bid or bidders is the most satisfactory and responsible bidder and shall be the sole judge thereof. No plea of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action ' , based upon the neglect or refusal to execute a contract. � The City of Bremerton hereby notifies all bidders that it will affirmatively ensure that in �` any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, � sexual orientation or national origin in consideration for an award. END OF NOTICE IIVVITING BIDS �. �' '� � � �, 2016 SEWER REHABILITATION � ` TABLE OF COIVTEIVTS �, � INTRODUCTION Certification by Engineer Notice [nviting Bids Table of Contents PART I - BIDDING 12EQUIREMENTS AND COIVTRACT FORMS BidderChecklist.................................................................................................................................[ - i to I - ii � Bid Forms ...........................................................................................................................BF- 1 to BF-16 �. Contract Forms........................................................................................................................CF- 1 to CF- 12 II -AMENDMENTS TO THE STANDARD SPECIFICATIONS PART ' �.� PART III - SPECIAL PROVISIONS Division 1 - General Requirements................................. SP - 4 � Division 7 - Drainage Structures, Storm Sewers, Sanitary •� ` Sewers, Water Mains, and Conduits............... SP - 46 � APPENDICES _ Appendix A - Kitsap County Prevailing Wage Rates Appendix B - Construction Forms . Appendix C - Construction Drawings and Standard Details � ,�� . � :�` �- � ,�: ,�. `t, �" , - PART I BIDDINC REQUIREMENTS AND CONTRACT FORMS �' �. � ,� `� ..-�� ,�: �� '� �' �: .�' �- r� �� - BIDDER CHECKLIST This section lists the contract forms required for this project. The bidder's attention is \� especially directed to the bid forms that must be executed in full as rec�uired anc!submitted with the bid. � BID FORMS Bid forms shall be submitted with the bid. All forms in this section must be executed and submitted to the City with your bid, not later than the designated bid closing date and time. Bids that do not include � all of the forms,properly completed,may be declared unresponsive. � a. Acknowledgement of Bid and Addenda b. Bid Certificate c. Bid Schedule N` d. Bid Bond (This form to be executed by the bidder and the surety company unless bid is accompanied by a certif►ed check The a►nount of this check or bond shall�e not less than 5%(five percent)of the total amount bid and may be shown in dollars or on a percentage basis.) � e. List of Subcontractors (Submit with bid or within 24 hours of bid opening) � f. [nformation Required of Bidder g. Project References and General [nformation (This information must be submitted within 24 hours of the bid opening.) �' h. Non-Collusion Affidavit (This form is to be completed and signed by the contractor and notarized.) � i. Certification b Pro osed Contractor Re ardin E ual Em lo ment 0 ortuni Plan Y P g g 9 P Y PP tY j. Certification of Non-Segregated Facilities N k. Certification of Federal Non-Debarment and Sus ension P �, DOCUMENTS TO BE EXECUTED BY THE SUCCESSFUL BIDDER The following forms are to be executed and submitted to the City after the contract is awarded by the � Bremerton City Council. These forms follow the contract forms in Part 1. Unless noted otherwise,these ' must be submitted within thirty(30) calendar days after the date of Notice of Award of Contract. �� a. Contract b. Contractor Certificate �` c. Performance Bond (Bond is for 100%of the Contract Amount) d. Payment Bond(Bond is for 100%of the Contract Amount) '�' e. Insurance Certificates �� City ofBremerton March 2016 2016 Sewer Rehabi(itation �-� � � DOCUMENTS TO BE EXECUTED PRIOR TO FIRST PAYMENT � a. Statement of Intent to Pay Prevailing Wages - Note: Certified Payroll shall be submitted weekly to document wages paid � DOCUMENTS TO BE EXECUTED PRIOR TO FINAL PAYMENT AND RELEASE OF RETAINAGE � a. Acceptance of Compensation and Release of All Claims(See Appendix B) �; b. Affidavit of Wages Paid (available from Department of Labor&Industries) _ ,�. END OF SECTION � --- ---- ---- -- --- -- - - --..----- -- ------ --�-- �:� ,�� . �� ,�� City of Bremerton March 201 G 2016 Se�ver Rehabilrtation /-�( � � � BID FORMS � ACKNOWLEDG MENT OF BtD AND ADDENDA � B[D T0: CITY OF BREMERTON, PUBLIC WORKS AND UT[LITIES ENGINEERING DIVISION 1. '1'he undersigned Bidder proposes and agrees, if tl�is Bid is accepted, to enter into an ' Agreement�-vith the OWNER in the f�t-m included in the Contract Documents to perEorrn the WORK as specified or indicated in said Contract Documents entitled "2016 Sewer Rehabilitation." � 2. Bidder accepts ali of the terrns and coi�ditions of the Cont►-act Documents, including without limitation those in the Notice Inviting Sids and lnstruction to Bidders, dealing Gvith the disposition af Sici Security. � 3. This 8id�vili remain open for the period stated in the "Notice Inviting Bids" un[ess otherwise i•equired by law. Bidder�vilI enter into an Agreement within the time and in the manner � required in the "Notice (nviting Bids" and the "Instructions to Bidders," and will furnish the insuranee certificates, Payment Bond, and Performance Bond required by the Contract Documents. ' 4. Bidder has examined copies of all the Contract Documents including the following addenda (receipt of all of which is hereby acknowledged). Failure to acknov+�ledge addenda shall render the bid non-responsive and shall be cause for its rejection. 1 Addenda Number: '� Date: � � 5. Bidder has famitiarized itself with the nature and extent of the Cont►-act Documents, WORK, site, locaIity�vhere the WORK is to be performed,the legal requirements (federal, state and lacal laws, ordinances, rules, and regulations),and the conditions affecting cost, progress or perFormance � of the V110RK and has made such independent investigations as Bidder deems necessary. To all the foregoing, and including all Bid Forms contained in this Bid, said Bidder further agrees to � complete the WORK required under the Contract Documents within the Contract Titr.e stiptilated in said Contract Documents,and to accept in full payment therefore the Contract Price based on the Total Bid Price(s) named in the aforementioned Bid Forms. 1 � • r, � ' Dated: �� 6 _ Bidder: �.�. . x`�.��-nQ�iv - ��'�"``�•06� � (C pany tda ' gy; -2i'!•-r L`�s �-( �'� Title: ignature) 1 � � Citv of 8remertan febru.^.ry 201 E 2015 Setver ReFebrf:c�tian 3f'-1 � BID CERTIFICATE � i Cornorabonl � STATE OF �AS�.��,-rp,� ) SS: ' CQUNTY OF �S�sa N i1�•� ) I HEREBY CERTIFY that a meeting of the Boar-d of Directars of tl�e � Cl��`v.rn.f��c�-. �v-'�Q�.c'vct, t \� c�c�G-'�i�.� "c�c7 v s \P�c' � a corparation existing under the laws of the State oF �C� 5�.��G'� hel� c�r � __ � �N �� 'ab��_, 2016, the following resolution �vas duly passed and adopted: ._— � "RESOLVED, that ��.c�c��2 �c:► :3�� as President of the Corporat�on, be and is hereby author•ized t� -----e!ceet�te-the-Bid-tiated—a--�-�--2016,-to-the-Ciry-oF-Br•emerton--by-this corporation----- --------------�- and that his execution thereof, attested by the Secret�ry of the Corpo►•ation, and with the Corporate Seal affixed, shal! be the official act and deed of this Corporation." � I further certify that said resolution is now in full force and effect. � IN WITNESS WHEREOF, i have hereunto set my hand and affixed the official seal of the corporation this � � .c{ay of �3 • 2016. � � cretary � �SE�1L) , � 1 � CiPy{�f Breme�r:+, FPt1t'110tJ 2+71 F, � 2`JiF1$r.'lt'Ci'�,'�?ii7✓ilii,ciC)t3fr a�,•� � � B1D CERTIF[CATE jif Partriershiol , ' STATE OF ) ) SS: CUUNTY OF ) � 1 HEREBY CERTIFY t}�at a meeting of the Partners of the ' _._. . _ ' a partrier•shi existin under the iaws of tlle State of held on P � , "L016, the foliowing r•esolution was c�uly�assed and adoprecE: � "RESOLVED, that as ' of the Partilersl�ip, be and is hereby authorized to execute the Bid dated . 2016, to the City of Bremerton by tliis parmership and that Izis/her execution thereof, attested by the ' shall be the official act and c�eed oF this Partnership." ' 1 further certify that said resolution is now in Full force and effect. ' IN WITNESS WHEREOF, I have hereunto set my hand tl�is .day of 2015. � ' F'armer [SEAL) , ' � , , Ci,��njr3remerr�� Februar}�i016 2016 Se�:�er ReNacii�t�t�on BF•3 � BID CERTIFICATE � �if Jo�nt Venture) ' STATE OF ) , ) S5: COUN7'Y OF ) I E•IEREBY CERTIFY that a meetin of the Princi ais of t�ie � g P _....�. � a ioint venture existing «nder the i��.vs of thP S�te of . held �fi � . 2016, the folio�ving resol��tion tivas duly passed and adopted: � "RES�LVED, that as ------ ----------- — — of the Joint Venture,---- --------- - be and is hereby authorized to execute tl�e Bid dated 2�16, to the City of Sremerton by this joint venture and that his/her execution � thereof, attested by the shall be the official act and deed of this Joint Venture:' � 1 Further certify that said resolution is n��v in full force and effect. [N WITNESS WHERF..OF 1 have hereunt se m • � , o t y h�nd this . ciay of 2016. � Managing Partr�er � (SF.AL) , , . � � CiCyeFBrem.ertnr Fe.L•ruur;2�J16 � 2v"16Seiver Fcerabii:�at�as� g�.4 � . , BID CERTIFICATE jif Liz�tited Liabili�.y Com.�anvl , � STATE OF ) � SS: COUNTY OF } � " 1 HEI�EBY CF.RTIFY that a meetina of the Members of the , _____ —._:_.... ______..._..._ �_...__._ ' a limited liabiliry cornpany existing uncier•the ?�ws of the State of ___. , held on , . 2016,the folk��ving resolution was dtily passed and adopted: ' "RESOLVED,t}�at and as members of the Lirr�ited Liabiliry Company, be and are hereby autharized to ' execute the Agreernent dated,___ . 2016, to the City of Bremerton by this Limited Liability Company and that their execuhon thereof shall be the official act and deed of this Limited Liabiliry Company." � 1 further cer[ify that said resolution is now in full force and effect. , IN WITNESS WHEREOF, I have hereunto Set rny hand this . clay of 2016. � � A Limited Liabili Com an �' P Y I By: Nternber � gy: Member 1 (SEAL) 1 � c:tt��vJ'Etremertcn F�brucr,��'v'16 ' 2ni 6 Sew,F r Rg.'n,;;b;i;:atron 9F.5 � THIS PAGE LEFT INTENTIDNALLY BLANK � . ' � 1 , � . � -- -- _ _ - - - - -- ---- .----- ---.------ ___..------ - � , ' � � , � ' � Crry vf'Sremertvn f's;°bru::�y 201 b � Gs?1GSe�ti•e� i:e'n.abi:;tur;on i3F•6 � � � � � � � � � � � r �r � �r � �s � � BID SC�-[EDU�E 2dD16 Sewer Rehabilitation Forrn In$tructions; In the following schedules,write c��it the ttnit�rice and extension in dolla►•s and cenls usi«g numerals. ln order to not exceed the uverall budget on tt�is projecC,the City reserves the right t.o reduce the'I'otal Sid Price hy deleting individuaf pipe sections from the project after bid apening�i��t prior to bid award. iVote: Tax Rule 170 Ap�lieti to thit�roject Do not include sales tax in tlie indi�idual bid items Payment � — --.�V B�m Specification Item Description Qty Unit Unit Price ($) 7'atal ($) Reference 1 1-09.6 F�ar•ce Account -- LS 40,UU0.00 �U,000.00 2 7-U8 Trench Exc:avation S�f'ety Systern per fZCW 39.04.1f30 -- LS }o�•c�d 9 r000 .o� � 3 SP 7-Oa.S Kitsap I..ake Sanitary Sewer lnstallation - 12-inc:}� Sewer 27 LF � _� Qd� �� .�s�, a � Pre-lnstallation Cleaning and Video Ir�spection fvr 4 SP 7-'L0.5 3170 LF a� Kitsap Lalcc Interc.eptor and)ones Street 5ewer � � � p 5�a�a• 1're-[nstallation [:Ieaning anci Vide�o Inspection for f3- 5 SP 7-Z0.5 5009 LF inch to 12-inch Sewc�r � , (p b ��,� 'y� 6 5P 7.21-5 (:IPP [.iraing for Kitsap Lake interceptor- 12-inch Sewer 1977 LF ,b�y,c�� .S3 ►a 1 , 7 SP 7-21.5 CIPP Lii�ing f�or Kitsa� [,ake lnCerceptor-8-inch Sewer 471 LF �„�a.$L� ac>��8�..t�(o City of Rremertvn F'e6ruary 2016 Z016 Sewer RehobilitaCion �h_7 i � i � � .. i � - �i SP 7-21.5 C1PP Lit�tin�;fc�r Jones Streel-S-inch Sewer � 722 ►1F ' � � �_ I y t�, . b l �3 ��1°1��. �.�_--. � -- � 9 5P 7-21.5 CIPP Linin� Fc►r Velctee Avenue-8-inch Sewer � 1280 1,F __..._. _ �_,_.r -..�.. __.. i `-� �'. 1 t� .5 7� �dy�� - ; _ —. .. � 10 SP 7-21.5 C1PP l,ining fo�-E1i�abe.th Aver�ue- 2(i-inclY Sewer I 1331 I.E � �� -�a ` �"�' jp�, �"5�1�� (v � l l. 5i'7-2 i.5 CIP{' I.rnin�;k'or Sc�oti:�lvenue �;-inch Sevv�r i 705 Lr f,,. '� �_j. 3� 3ti ,°�7�-�� __. .____.........._._.---.._ ...____ .._----_ 1."L SN 7-21.5 Clf'P Lir�ing for Itoswell Easernent -t3-inch Sewer j 1385 1,N - ___. __. _.._.._.........._... ..__.... ._.._..---.............._ � 3�1 � � � .��c , ��a�• c a 13 SP?-2]..5 C:1PF' Liniii�; (or!'eari }'lace Ea�;ernc.nt-S3-i��ch Sewerl 3Q8 LF � : � �.a, _.._....:..�:-.�_.:...�..�__....... _._..._............. � ..._,�...�_........_.,� —.:�s�..........`�,........._• —..-- 1 ► � '`,jj `•� j��(�. .........._......_........_,., _�.:a,,:::::.::...::::.�--_.... ....... . I . _`,...... .... J � ' SUt3TUTAL i �iL.43,950• �2 � � ESTIMA'I"Ei)SA1.ES T�X @ 8.7% , u1 l)�� too 7 i '� GRAND TOTAL � � 509,7'°t8-�� i _._._ . ___.__�__ .. � Ci.ry nf fTrrir,erton j Febr�uars�201 G 20I G Setver RehaGilrtutron �r� 'I ■o � � � � �■s �o rr .w � i� �■n ua� a■� r � � � a� � > B1p B01YD � Ktv'Ob'!hL�.;�,E� f3Y THESE 1'R�SL•'NTS. ' Tl�ar Columtiia Pumping and Construction Inc a� Printipal.and Western Natianal Mutual Insurance Company a� Su+•ctv,arc , held and fi-m�y bound unca Citt•cF B��rr�r,�•[n�i f�erei�tafter called "Ob�-�;�R,"in tlte st.m nf Five Percent of Total amount bid ciulla�•s. , (»ot Iess than 5 perccrt�af the total�mvunt of khe 3id) for the peyment of which sunt, t��elJ and iru)y r,q be ma�a, we bind ourselt�:s, n�r ��irs, cxe�.t�t�t•s. , admir�isb•atc�r�,successor;,ant]�ssign�,�jointly and scvsr:►1lv,firnily b:�thecr��;esen��. b1'HFR�A`,i, said Pt'l'tc.ioal li�+� su�rt�ittr,d a E�id tn satd f,16l�NC� tn pnrFUr�t [ltr. l•b'QRK r�;ipiired urder the bi�!din�sr.)�eci�r�c(s)of chc 04�'�'ER s Contract Dnnacnents eniitlrc{20a6 SewerRehaGilitoNo+�. tlf the f'rir�ci�at �s ativarded tiie Biri ar:d, �vtthin 10 calenciar dsys�Irer -ecei��t of the Contract Uocurnerl {onns ttntn l'he C1�1,'FIEfi, �ai15 [o prnvicle the OLV[dER with tRir. tlui_; ex?cuted P.�rcernent: ti�c ciuly ex�tuted Certillcates of tnsur�ncc, ti�e d�;1y e�rcci�ced PerCo�•�u.lnce B��nd and the dul}' execiitecl Pe}'rrenf Bund, FI1 as � specif;eci tf� the t;ni��ratt Dauim�nts. Ehen �;i� Sure�}• sliali, u•i�l,�u� co��Ji!fon and �.viti�in 30 calcridar �ays i�-o'n ti+n'i[fr.n derr.ar.d (rom thc �11J�F,R, p�y to thc ULY��F.� ir� U.S. funds, h�� terti ie�i or �.��iiiErs chetk, the f►►il ainount of tl:ia Bid 3ond. Tfiis Ban�? ,}�all I�e ira•evcc�ble Fnr �0 d�y5 aftcr the hid openiizg,as clefined in � [he Contract DvCuments. Tne S��rery_ti�ul�tc� anrl a��._�;t1,at thP abli�ation of:aid Sur�ct.y shall �ii��u �vay hc iil�paired or affcctcci by an exte:ision n!rhe [ime �:�ithin tv,yich t(,e OWNCR n�a�acc:epr such Lid and S!rre�}� Furthcr�ti�Ji�e� notice ef 1 �n�� ucl� cxt�nsin,�. 6n rhe et�e►�c s��+�is i,�•ought u�on this bend h:: �aid Ql1•��ER and U�VTdFFt prc�ails, s��d Princip�J �nd StU-Pty Shdll �at�aIl co�ts incurred 6y ;Z�d 04V`a�R in e��ch s�i�, ine�uding atto�nct�'s lecs and encis tv l�e flxed��y lhe rnur[. , SIC,T�Eb nN�SFnl.rll.�his day c,f February 17 --- ?016 � Columbia Pumping and Const�uCtion InC �S�q�,� Western National Mutual Insurance Company{5F�L1 (F' ir[ipal) ' - ��•> ' �. '. � ,, V\, V �• ,i t _� ...� ....r...�... ... .............. _ ......_ .....:....... ..._�.� ._. . .........- ' ... �� , �``,. :, . <, B�-• Eiy; .. �.�.,`,.... � -�.... fSi, arurc) , (S�gnatnr�) ' :F..�,L��D 1JATARt.aL r�Gh,Jn�ti'[.E�GhiG�`T OF SLIRCI 1r'�. � Address oF Surety to which al(n�cices shall be sent Western National Mutual Insurance Company 10851 N Black Canyon Hwy, Ste 630 Phoenix,AZ 85029 , �1dd�@5s f�r ServitC Of Pr�Cess(must b8�t nliysica►.�dd;'c�g} Western National Mutual Insurance Company 10851 N Black Canyon Hwy, Ste 630 Phoenix, AZ 85029 � ti�� .��'°rsmar:0:� :�.+i�f:�Gt!ti Zl�(r: �I��fi��I':!'Y�71(!�q�iM'�{r�i ��..4 ' � STATE OF Oregon ' COUNTYOF Multnomah On February 17,2Q1_6__, before me,......_......._�_ti^,-�` f. �.�.:.� � �:��.,�.�. � > _ ..��..:..... �.�_�.._..........._�_.....__�........_..... ................._....................._...... .........._......._._................... ......... ... � (here insert name of nofaryj pelsonally appearetl Jenifer M. McCormick � , �............_______—...^._...._............_...____ .�_...........�...._._.._........__.._....--�--.—.__. (namejs)of Signer(s)) persona/ly known to me(or proved to me on the basis of satrsfactory eviden�e)ta be the person(s)whose name(s)i�iare 1 subscribed to the�vithin instr�ment and ackno�v/edged to me fhat he�'she:fthey executed the same in hisr�er.?heir aufhorized capacity{res), and that by his;�ei%their signature js)on th�instrument the person(s), or fhe entity upan behalf ol which the person(s)actea! execuled ihe i»strument. ' WlTNESS my hand and official seai. � , ..�.,,.....�:.,.....��,.. ...�._�.�.�._ } flFFfC1AL SERL �R � � �_ SignB��"1�L�_].t._�-�iw.. _. �� `k_..t�t. ..�-�_ ....{SEAL) � . ,�;�� F. ; ��i5t18ERLY�FI�AS � � � ! '� ' '' iGTAi�Y PUBLIC -QREGO�v � � ��<>;�t �� C0�1�471`i�IAl�i N0.�7ts48 ' .iY:,(.��0.1ivil is'a".(:N L'I''�c':.� s�PTF'��lBtR z4,LJ1B ..:.._.,N.._..�.....�....�..�..�,...,,,,..._.�......_......�...�.. - --- ------ ---------------- --...-- ---- - — ---------- --- —-- --- --- --- -- - ---- -------...----.._ _....----- -- ------- ---- --- ---- --- ----�-- lhis aren/i;r Oljir ifrl:l'ulnrzal Seuf � � �PT'I(31VAL Though the data below is not required by law, it may prove vaJuabie;o persons relying on the document and could ' prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT � C1 INDIVIDUAL L�, CORPORATE OFFlCER � ....._._.__...._........_._..W .. .. . ....._...........----�----._._�.� _.._...._.�...._.__._ _____ T1TLE OF TYPE OF DOCUMENT T17LE;3 ❑ PARTNER{Sj L LIMITED � ❑ GENERAL � ATTORNEY-IN-FAGT � � NUMBER OF PAGES ❑ TRUSTEE(S} � C� GUARDIANICOfVSERVAT(7R ❑ OTHER� -- Y -_-- —W-W ��_�� DATE OF DOCUMENT �� , SIGNER IS REPRESENTING: ' fvAME{)F F ERSOti`S:OF Etd?iTY:lES' —'—...___....._.�................... ._._-� ----._............._..__.........___'-_---...�....�.. 1 .« ......__...........--'--..........................._.�..—.._.._..�_._.__.�—....._...._—._�. _ SIGNER{g}OTHER THAN NAMED ABOVE io-i2az{REv. sios� ALL-RURPQSE ACK(V4WLEDGEMEIVT I � � �� W[6T611M N1.TIONAL ' Thr n1arL.uAlp mmpony POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That Western National Mutual Insurance Company, a Minnesota mutua! insurance company, does , make,constitute and appoint: �ames s ewaid,Jenifer M.McCormick,Tma D.DeHut,Shern L Dannat Etliott,Pawell,8aden&8aker,Inc (Agency Code#9456) Its true and lawful Attorney(s)-in-Fact, with full power and au�thonty for and on behalf of the Company as surety, to execute and deliver and affix the seal of the Company thereto (if a seal is required) bond, undertakings recognizances or other written obligations in the nature thereof, (other � than bail bonds, bank depository bonds, mortgage deficiency bonds, mortgage guaranty bonds, guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, hazardous waste remediation bonds or black lung bonds},as fotlows: , All written instruments in an amount not to exceed an aggregate of Seven Ulillion Five Hundred Thousand and 00l100 {$7,500,0�0) for any single obligation, regardless of the number of instruments issued for the obligation. and to bind Westem National Mutual Insurance Company thereby, and all of the acts of said Attorneys-in-Fact, pursuant to these presents, are ratified and con6rmed. This appointment is made under and by authority of the board of directors at a meeting held on September 28, 2Q1d. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resalutions adopted by the board of directors of Westem National Mutual insurance Company on September 28,2010: RESOLVED that the president,any vice president, or assistant vice president in conjunction with the secretary or any assistant secretary, 1 may appoint attorneys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the company to execute and deliver and affix the seal of the Company to bonds, undertakings, recognizances, and suretyship abligations of alf kinds, and said officers may remove any such attorney-in-fact or agent and revoke any Power of Attomey previously granted to such person. 1 RESOLVED Fl1RTHER that any bond, undertaking, recognizance,or suretyship obligation sha11 be valid and binding upon the Company (i) when signed by the president, any vice president or assistant vice president, and attested and sealed (if a seaf be required) by any secretary or assistant secretary; or . (ii) when signed by the president, any vice president or assistant vice president, secretary or assistant secretary, and countersigned and � sealed(if a seal be required)by a duly authorized attorney-in-fact or agent; or (iii) when duly executed and sealed(�f a seal be required) by one or more attorneys-in-fact or agents pursuant to and within the limits of the authority evidenced by the Power of Attorney issued by the Company to such person or persons. RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power , of Attorney or certification thereof authoriiing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF,Western National Mutual Insurance Company has caused these presents to be signed by its proper officer and its corporate seal to be affixed this 4th day of Februarv , 2014. 1 ' ;;�Np Q�r�•. � • �,•• � � ��ZY,:'cP r'•..2' ;W:;SEAL�A: �p.,,� , •/r��'�•�5n -30�• Jon R. Hebeisen, Secretary Larry A. Byers, Sr. Vice President � STATE OF MlNNESOTA,COUN7Y OF DAKOTA On this 4th day of Februarv. 2014, personally came before me, Jon R. Hebeisen and Larry A. Byers and to me known to be the � individuals and officers of the Westem National Mutual Insurance Company who executed the above instrument, and they each acknowlerlged the execution of the same, and being by me duly sworn, did severally dispose and say; that they are the said oFficers of the corporation aforesaid,and that the seal affixed to the above instrument is the seal of the corporation, and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. IJENNIFER AYOUNG /� � NOTARY PUBLIC r / y�� /" - AiINNE80TA �J,,Goh� /_ _ C� L�/�r�r�-�— ++�cos�nwran Eid�+bn.7,.4ot� / v , Jennifer A. Young, Notary Public My commission expires Januarv 39.2018 CERTIFICATE I, the undersigned, assistani secretary of the Western National Mutual Insurance Company, a Minnesota corporation, CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore, that the Resolutions of the board of directors set forth in the Power of Atiorney, are now in force. .�'oM►��ni�:'•.. r i ,•µraq��j;=. i iT�'c. F• ' / � ;W�SEnL`��: 9_,�,�-� / � ��,, :,'• ,.:�.�.: ��'u'�'%'�r,r^" s�.�,j�,:'�M�;,:;��J��f (� '•.� � .• ..»_ . . _..._��_ �.....na�•• Signed and sealed at the City of Edina, MN this�day of..::.:�:`;;_':`. �' :�;';, .�_� Jennifer A. Young,Assistant Sec�etary � � � LIST OF SU�Gn�VTRACTORs , The Bidder shail provide the fa1lo�ving infr�rrt3ation for each Subcontractor�vho ��;il perForm Grork or labor or render service to the CaNTRRCTOR;n or about the constr�Ltion of the�vork or improvernent,or a ' Subcontractor who, under subcontract to the CONTR.ACTflR, specially fabricates anc� installs a portion of the zvork or improveme:�t according to detailed dra�vings conta'.ned ir,the p:ans and speciftcations, in an amaunt in excess of 10 percent of the C(31�TRACTOR`s to4al bid. Tne COitiTR.1CTOR shai! l:st enlv one 5ubeontractor , for each portion oFthe WORK as is deFned �y t?�se CONT:�.ACTOR in ;ts bid. If no Subcontract�r is listed the bidder acknowledges that it does not�ntend t� use any su►�contractar 4vhose work on the CONTRAC'I'�viit exceed 1(1 percent of the bid price. The Bidder's attention �s ��recte� to tne provisions of Artitie 6.06 oFthe Standard Generat Conditians which stipulates the percent o`the�VORK�o �e performed tvith the Bidder`s , own forces. Attach additionat sheets if reqtiired. F�ilure of the prime cantract bidder to submit as part af the bid, or within 24 hours after the bid opening, the names of such subcontractors or to nartze itseif to pertorm such work ar the naming of two or more subcontractors to perform the same � v+ta�k shall render the prime contract bidder's bid nonresponsive and, therefore, void. SUBCONTRACTOR#], � Campany Name: j Subcontractor License#: Work to be performed � � Address/Phone#: i Bid Amount and�!o of Total Bid: � _ _ __ ______�_ SUBCONTRACTOR#2 � Company Name: ; � Subcontractor License#: � Work to be performed: Address/Phone#: � , Bid Amount and o/a of Totai Bid: 5UBCONTRACTOR#3 ' Company Name: Subcontractor License#: � Work to be perfarmed: Address/Phone#: i � Bid Amount and%of Total Bid: j SUBCONTRACTOR#4 Company IYame: ' Subcontractor License#: Work to be performed: ' � Address/Phone#: � Bid Amount and a/o of Total Bid: ' � CIf.V Of B�C;7?�PCDrr Fei�ruary ZD16 26:G.Sewe;kerrbri;tc;=on �� i � NON-COLLUSION AFFIDAViT ' STATE OF Washington ) � S5. COUNTYOF Franklin � � Terry 9oj ta ,being first duly sworn, deposes and says that he or she is president of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any � undisclosed �er-son, partnership, company, association, organization, or corporation; that the bid is genuine and nc�t collusive or sham; that the hidder has not directly or indirectly induced or solicited any other-bidder to put in a false or sham bid, and has not directly or indirectly colJuded, conspired, , connived, or agreed �vith any bidder or anyoile eise to put in a sllati� bid, or that anyone sl�all refrain from bidding; tliat the bidder has not in any manner•, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the hidder or any other bidder, or � to fix any nverheac�, protit, or cost eiement of tlie bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and further, that the bidder has � not, directly ar indirectly, submitted his or her bid price or any breakdo�vn thereof, or the contents thereof, ar divulged information or data relative thereto, or paid, and �vill not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or � agent thereof to effectuate a collusive or sham bid. �I��r2l',fJ: j.r"" t` .�...'� ..._...-.. /�,_..." ,,<�-' i�,�.,`U-"�,;✓:"7""�-��=�.�' . � � r ,r'°f `"�� ^�-� � � ��/�' � ' Subscribed and sworn to before me �y � this 2 6 day of ��b , 2Q�6 � ��:�.. � r�z�`��v�, Notary Public in and�e '�l tCountyof Franklin � State af Washington \`��\tit�,��' �� P,RAH �/ �l/� ,� s� 5 ..��i �J j�13S ��'�r � �/ � �S�1 ,��'��ir � �/ r G�_ ` ��T9 �'f��'� �i ' % -� = �.c '°= : � `. 1 ' D ' � ` m' � a i �, :�u'.�s`ac `'= s �� O�'I�r��9``��``� �e �i�!`t'�yq S H,�G;p`�� 1 � Cir.p oj�r;m ert:i�: � 2Fi155cwer h'ehaL�:lrccttnn Fesn.r�,ry 2D?6 B;••13 � r BID BOND KN�W ALL MEN BY THESE PRESENTS, t That as Principal,and � as Surety,are helcl ancl firmly bound unto City of Bremerton hereinafter called "OWNER," in the su►�� oF � dotlars, (not less than S percent of the tatal arnourlt of the Bid) ' for t4�e paymei�t of whic}� sum, �vell and truly to be made, we bind ourselves, our heirs, executors, administrators, successors,and assigns,jointly and severaily, firmly by these pi�ese�its. � WHEREA5, said PriE�cipal tias submi[ted a Qid to said ��•VRER to perform the �vORK requireci under tiie bidding schedule(s) of the CJWNER's Contract Documents er:titled 2016 Setver Rehabilitatiorr. � lf the f'rincipal is awarded the Bid and, witl�in 10 calendar days after receipt oF the Contract Document forms from the ULNNER, Fails to provide the Q1+VNER t•vith the duly executed Agreement; the duly execifted Certificates of Insurance, the duly execuled Perforrnance 8ond and tlie cluly executed Payment Eiond, all as --------- -------specified-in-the-Contract-Documents; then the Su►•etyshall,-tivithout-condition-<ind-within-30 calendar-days- — - fron� written demand from the OVVNER, pay to the O�VNER in U.S, funds, by certified or cashiers check, the full amount of tl�is Bid Bond. This Bond sha!1 be irrevocable for 90 days after the bid opening, as defined in � tiic Contract Documents. Thc Surety stiputates and agrees that the obiigation of said Surery shall in no way be impaired or affected by an extension of the time �vithin �vhich the OWNER may accept such bid and Surety further waives notice of � any such extension. In the event suit is Urought upon tl�is bond by said OWNER and OWNER prevails, said Principal and Surety shall pay all costs incurred by said OVVNEft in such sui:, :ncluding attorney's fees and costs to be tixed by the court. � SIGNED AND SEALED,this day of . 2016 (SEAL) (SEAL) � (Principal) (Surety) � : � �y�— --- y (Signature) (Sig►lature) � (SEAL AND NO'F�RI�L ACKNOWLEDGN]ENT OF SURETY) Address of 5urety to which all notices shall be sent t Adc3ress for Se�rvice of Pracess (must be a physical address) � � L'it��af Eremertor; F'ef�r�;nr�2�25 � 201.�+Setiver Rehabrrirair�n 4F-9 � � rERTIFICATI�N BY PROP05FD CONTRACTOR REGARDiNG EOUAI EMPLOYMENT OPPORTUNI'f['lr PLAN ' !n accordance�vith Cha ter 56, Laws of 1975 lst Extraorciinary Session, Certification regarding P Equal Qpportunity is required of bidders or prospective contracto:s and their praposed � subcontractors prior to the award of contracts or subcontracCs. � �;,Q. Name of Prisne�cmtractor` a�� ,-,c�,�a „�r�p��v c., `„ -�r�`-��'��-�ri�N �` Address �oc��; �_ ��'�c1 .z L�..��.»_ �3�.: �.�::,F� `'�� 3 o t Ifnternai Revenue Service Einp(oyei-(dentification No. �? 1� � �� _ � a. Contractor has participated in a previous cantract Yes_�No__ Ur subcontract subject to the Equal Opportuniry Clause. � b. Complia��ce reparts�vere required to be f led in Yes�No_ connection r,vith such contract/subcontract. tc. Contractor has tiled all compliance repoc•ts required by Yes�No_ Executive prders 10925, 11114, 11246 or by regulations � oF the Equal Opportunity Commission iss�zed ptarsuant to Title VI I of the Givil Rights Act of 1964. ' d. If ansv+�er to item 'c' is "no", piease explain in detail in the space below. I ��. _ ___. __ ___.� . ._...._.___._.____.. �._.__ e . __. _ �...�__ v .� . ..�_.._...._._ .�._ . . I —____.._ �_......_.__ ._....__._____ . __._...._ �. � ._�_._.. _._.... .� . .��_.._..____.....�____ CERTIEICATION: (,the undersigned,certify that the information above is true and complete to � the best of my knowledge and belief. r� � CD�U e+J �ia. ,�v w� l01 n a �+- H S � �i��- � do� Company Name rd ' 0. ' !rT G � Name an Title o ner[please type or print clearly) � � _ V . � 04 f�' ��j Si tur Date � 1 City of Bremerton February 2016 201 G Se�ver Rehabilrtation BF-S 4 � �ERTIrICATION OF FEDERAL NQN-DEBARMENT AND SU PENSION i INSTRUCTtONS T BIDDE�• THIS FORM SHALL BE EXECUTED BY THE CONTRACTOR AND ' SUBM[TTED WITH THE BID. THE CONTRACTOR SHALL MAKE COPtES AND D3STRiBUTE THIS FORh9 TO ALL SUBCONTRACTORS. � SUBCONTRACTORS MUST 5UBMfT THiS FORM T�THE C[TY PBIOR TO PERFORMi�VG ANY WORK ON THE PRO,JECT. As a prospective contractor for the City of Bremerton and as a requirement of your submittal, ou � Y are required to provide debarment/suspension certification indicating thatyou are in campliance with the below� Federal Executive Order. ' DQbarment: Federal Executive Order(E.O.) 12549 "Debarment and Suspension" requires that all contractors receiving individual awards or using federal funds,and all sub-recipients � certify that the organization and its principals are not debarred,se!spended, proposed �'or debarrnent,declared ineligible, or voluntarily excluded by any Federal department or agency from doing business with the Federal Governrnent or from receiving Federally-assisted � contracts. Your signature certifies Chat��either you noi•your principal is presently debarred, suspended, —proposed-for-debar-ment,-deelar-ed-ineligible,-or�voluntarilyexcluded-frorn-participation-in-tl�is � transaction by any fecleral department or agency. If, at any time during the term of the contract, such condition occurs the Contractor will r�otify the City without delay. � CERTIFICATION: 1, the undersigned, certiCy that the information above is true and complete to the best of rriy knowledge and belief. r , � G�..�cR�_�F1 ��c�-�� ..�,c� , � �- ..:� , t�' �-' � � �C:� -�"C1C�v►-C-Z \G � Company 1Vame � - � Name and Tit! f Signer( 1 se type or print clearly) � .---' „�., v--`�. .. ..... . ...��j� � . ..� _ �. __.__ ..� _ _ 5igna re Date r END OF BID FORMS � � Citv oFBrer:�zrrrr: Fehrvar}�ZGI fi 2036 Se:ver Reh.!�ri�ce[;��n BF•10 � � i � cFRTIFICATION OF NON-SEGREGATED FACI[�TIES 1 . � [Applicable to federaily assisted construction contracts and related subcontracts exceeding $10,000 which are not exempt from the Equal Opportunity clause.) The federally assisted construction contractor certifies that he does not maintain or provide for his � employees any segregated facilities at any of his establishments, and that he does not permit his employees to perform their services at any location, under his control, where segregated facilities are maintained. The fede►•ally assisted construction contractor certiFied, further that he wi11 not ' maintain or provide for his employees a»y segregated facilities at any of his establishments, and that he will nat permit his employees to perform their services at any location, under his control, where segr•egated facilities are maintained. The federally assisted coi�struction contractor agrees � that a breach of this certification is a violation of the Ec�ual Opportunity clause in this contract. As used ii1 this certification,the term "segregated facilities" rneans any waiting rooms,work area, � rest raoms and �vash rooms, restaurants and other eating areas, time clocks, loc!<er rooms and other storage or clressing areas, parkitlg lots, drinking Fountairls, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit , directive ar area, in fact-,segregateci on the basis of race, creed, coloi•, oi• national origin, because of habit, local custom,or ottlei-wise. The federaily assisted construction contractor agrees that (except where he has obtained identical certifications from proposed contractors for specific time �eriods] , tie will obtain identical certifications from pr•oposed subcontractors prior to the award of subcontracts exceeding$10,000 �vhicll are not exempt from tl�e provisions of the Equal Opportunity clause,and that he will retain such, certification in this file. , CERTIFICATION: [,the undersigned, certify that the informati�n above is true and complete to the best of my knowledge and bel�ef. , � t��,.:s. C`� �� i.�,��N ,' ��e:��T��--L�C�v�� - \'N C-' � � Company Name -r S'/ dt � Name and itle af ' er(please type or print clear4y) ! .��-�� Signa e Date r , i 1 C;tt'�?jB�e�rer[J.^ Februar:�"1015 "l{ii6Se,s�e;Re;�uuil�'uGic�t HF-2�' . � � PROjECT REFERENGES &GENERAL INFORMATION To be considered for award, the CONTRACTUR shall have completed at least three (3) projects of � similar type, complexity, and comparable ��alue to that INORK described in Notice Inviting Bids. The projects must have been completed under• the bidder's name as tl�e prime (general) c�ntractar , within the last ten (10)years. ATTACH TO TH IS Bf D, o►•provide within 24 houi•s of Bid Opening,a list of three (3) projects rninimum, completed by the CONTRACTOR, that ac�e similar to this project � in nature,valcie, and comptexiry of work. The list shall include the follo�ving information as a minimum: 1 � Names, address,and telephone nurnber of owner. � n Name of project. o Location of project. � o Brief description of the work involved. --° Co.ntract.amount.— -----------------------------�- o Date of cornpletion of contract. o Name,addr�ess, and telephone number of architect ot•engineer. � o Name oF owiler's project engineer. o List of major equipment used. � o Years in business under current name. p Contracts now in hand, g:oss amount, and percent complete. 1 � � � � � � CfLV Uf Bf'2.':^n'fOt7 Fei�racrv 2'i15 � :.'�315 Se,�cr P,e;:��r�r?af�an QF-i'l � � INFORMATION REO. JIRED OF BID�ER � T r il furn' the followin information. dition eet tt r he B�dde sha �sh g Ad al sh s shali be a ached as equ�red. ' Eailure to complete these items wi11 cause the 8id to be non-responsive and �vill cause its rejection. In any event, no a�vard �vill be made until aIl of the Bidder's Generai (nformation is delivered to the � OWNER. Name of Contractor: ��`.��,��,a �v.r1��NG '� ��'�S��-�-�`�`�' 7 `��'�` ' Primary Classification: ,��,s��r�ca� ��:,Tc�c��'Tc��- � Address i e�o� �_ MA �T L�,r.�-9 ��- �� c� , �(a `�'?30 � � Telephone: �c��~�`t`i -'-�,Q,41 Fax number: �u�-�- �y�t --13e � � E-mail address: �-'C'��-ca� c�'c-N o:-�:ta .�--�'``� � Name and contact information for proposed Project Manager: \�= �� '� C��r... scy -�t��.- � �� ,F�� c-,� -Sy-t - y� 1 � Employment Security Department Number '7 � � Q,� b no � � Washington State industrial Insurance Numbei- +.�..,(�� "1 o d � Washington State Unified Business Identification (UBl) Number �,� t� � ��'"1 5�s � � Washington State Contrattor's Registration Number and Exp. Date Co�ta.��ec..��.:1 K � �`�i�O � �� City of Bremerton Business License number N I� , *�not availat�le.must be obtained priar to mobilization � Na�ne, address, and te(ephane number of Surety Company and agent who will provide the required bonds this contract: �E�_�z�:�cJ ��T�o�v�+�. �1�-z�r-� � `N��=-`��`��-�- � c ' `��5 r �, �Vt-F#L�i ��N�+�jtV C�\G��c\`..��1'1`� St+.��4. ��1 e��.�.v��.� P�Z, �3� o�9 i ! � CityofErerr�ercan Febr�;r,r;�2C116 20i d Sett�er Reh.nbii;tct;on BF-11 � � � � � � � � � � � � � � � � � � � STATEMENT OF QUALIFICATIONS 2/26/2016 1 Masterlinin Customers: Masterlinin Contractor Information � Lineal Footaae/Point Name Address Phone Contact Proiect Name Reaairs 2000 _ ---- --..—. _ - -- PU Box 13U7 Issaquah,WA City of Issaquah A2000 98027-1307 425-837-3437 Tony Sewer Rehab 6341' 2001 F'U tiox 293 F'asco, City of Pasco A2101 wa 99301 509-545-3444 Jess Sun Willows Sewer 16'of 8" 11919 N Jantzen Ave#290 Sanitary Sewer Rehab. Mocon Corporation Portland,oR 97217 503-735-2120 Robert In Dallas, OR 3090' 2221-Pacitic 5treet 100�1-5ewe�Replacemenfs City of Bellingham A2104 Bellingham,wA 98226-5896 360-676-6850 Cape Phase I 9628� PO Box 6108 Kennewick,WA City of Kennewick A2103 99336 509-585-4283 Jim 18" Intercepter Relining 240' 2002 NU F3ox 19U Richland City of Richland A2201 wA 99352 509-942-7331 Jay Lining Pcoject 835' PU tiox 4772 Pasco POW A2203 wA sssoz 509-542-8509 Ray Welch's . 370'of 30" 2251 E-Lanark Mendian, Ridgeway Ind. A2205 i� 83642 208-887-8600 Dan Boise, ID 4' 645 Lockheed�5treet Pasco, US Filter A2202 w,a 99301 509-547-241Q Mark Point Repair 37 of 3' x 8" point repairs 5321-West 1Uth Ave Watts Construction A2204 Kennewick,wa 99336 509-735-7969 Loren Spot Repair 13'of 24" 2003 5305 East 12th Street Central Contra Costa Andes Construction A2308 Oakland,ca saso� 510-536-7832 Dan SS 600' of 36" 1,800'of 30" 9611 SE 36th St. Mercer Sanitary Sewer Repair, City of Mercer Island A2303 Island,wA 98040-3732 206-236-3612 Doug Forest Ave 837'of 8" 9350 Rickreall-Road C-More Pipe A2301 Rickreall,oR 97371 503-623-1319 Rick Port Orchard 789'of 8" 9350 Rickreall Road Karcher Creek, Port C-More Pipe A2307 Rickreall,oR 97371 503-623-1319 Rick Orchard 21'of S"-18" 935U Rickreall Road C-More Pipe A2309 Rickreall,oR 97371 503-623-1319 Rick Winchester 6' of 12" 9350 Rickreall Road C-More Pipe A2310 Rickreall,oR 97371 503-623-1319 Rick Port Orchard 6'of 24" , 5' of 18" 9350 Rickreal!Road Inversion Lining, Salem, C-More Pipe A2311 Rickreall,OR 97371 503-623-1319 Rick OR 11'of 18"&24" #Z--2170(;arpenter Street -- Inlyne A2313 Abbotsford,BC V2T 6B3 604-504-OQ14 Ken Canada 2,500'of 8" 600'of 6" 7y15 Savary Dnve Nasco, Paragon A2304 wa 99301 509-545-8455 Gary Port of Pasco 1A'of 14" Z251 t. Lanark Mendian, Ridgeway Ind. A2305 i� 83642 208-887-8600 Dan Spot Repairs 6'of 6" STA7EMENT OF QUALIFICATIONS 2/26/2016 2 Masterlinin Customers: Masterlinin Contractor Information ; Lineal Footaae/Paint Name Add�ess Phone Contact _Proiect Name ` Repairs 2181 Chico Way NW Triton Marine A23�6 eremerton,w,a 98312 360-373-2863 Dominic Yakima Training Center 68' of 30" PO Box 329 Universal Land A2312 Wood�nvdle,wA 98072 425-483-6200 Jim Mill Creek, Everett, WA 15 of 3' x 8" point repairs 2004 471�I�ickto�d venue Aero Construction Co. -A2403 snonomisn,wA 9e2so 425-334-0082 Gary Davis Lynnwood, WA 5 Point Repairs 4717 8�ckford P,venue --- Aero Construction Co. -A2404 5nohomish,wa sezso 425-334-0082 Gary Davis Lynnwood, WA 3' of 8" 2005 Broadway Vancauver, Clean & Line, Brant Construction A2402 wa, sssss 360-737-1844 Mike Oceanside, OR $0' of 36" 207 West Second�5t�eet City of Grandview-A2409 Grandview,wA 98930 509-882-9211 Cus Artega Grandview, WA 500' of 21 mm, 20" 935U�Rickreall-Rd. - C-More Pipe Services-A2406 Rickreal{,oR 97371 503-623-1319 Rick Stroud Port Orchard 11 Paint Repairs 9350 kickreall-Rd. C-More Pipe Services -A2407 Rickreall,oR 97371 503-623-1319 Rick Stroud Gresham, OR 2 Point Repairs y350�Ftickreall-F�d C-More Pipe Services-A2408 Rickreall,OR 97371 503-623-1319 Rick Stroud Eugene, OR 1,10Q' of 8" 350�Rickreall ftd C-More Pipe Services-A2410 Rickreall,oR 97371 503-623-1319 Rick Stroud Reedsport, �R 400' of 7.5mm 411 Fortuyn Road Grand Structural Repair, Coulee Comm Hospital A2401 Coulee,wA 99133 509-633-6383 Ryan Coulee, WA 3' of 6" point repairs ---._........ 172 E Orangethorpe Av. ary Kana Pipeline, If1C. Placentia,cA sza�o 714-986-1400 Lineberger CA 2,700'of 18" 38U63�Kelly Road"� - Nelson Excavation -A2405 scio,oR 97374 503-394-4127 Bob Nelson Sweet Home, OR 10'of S" 1203 Basin Dr 509-349-2210 - Ochoa Foods, -A2412 Warden,wa 98857 ex259 Bill Engels Warden, WA 195'of 12" plus 1 Point Repair Tri State Construction, Inc.- Po Box sses Jack - A2411 ee��evue,wa 98009-3686 425�55-2570 Corbett Bothell, WA 2 Point Repairs 2Q05 - Thompson Brothers Excavating �82�� N.E.Fourth Plain Rd Steve - A-2501 Vancouver,WA 98682 360-254-7056 Ambuehl Mt Hood at Kelso Road 50 meters 89 point repairs 823' of 10" , 1050 N.E. Hostmark St Christina 62' of 12", 473'of 18", 940'of Tetra-Tech Ec., Inc. -A2502 su�te 2oz Ramply/ 24", 44'of 4", 303'af 6", 220' Bremerton Naval Shipyards �ouisbo,WA 98370 360-598-8100 Lee Boreen Storm Drain Repairs of 8", 3' of 15" �9350�ckreall FF'd— —" --- �•--- C-More Pi e Services-A2503 IRickreall,oR 97371 503-623-1319 jRick Stroud Salem, OR i968' of 8", 4.5mm r rrr ■� � ri � w� � � r � � ■■� r r� r■� � r �r � � r � � �.. � r � � .■� � .r � � � � w a� STATEMENT OF QUALIFICATIONS 2/26/2016 Masterlinin Customers: 3 Masterlinin Contractor Information Lineaf Footaqe!Point _ Name Address Phone Contact Proiect Name Re airs 9611 SE 36th St. Mercer Ciean and Line Storm City of Mercer Island -A2504 Island,wA 98040-3732 206-236-5300 Jerry Judd Drain 132'of 12" 21880 S.W. Farmmgton Rd Terry Spot repair of 30"CIPP �—� Baker Rock Resources-A2505 Beaverton OR 97007-5470 503-642-2531 Guismger Liner for ODOT 135'of 30" Spot repair and internai Po eox 2ze Randy reinstatement of side Nelson 8 Sons -A2506 Woodinville,WA 98072 425-766-9132 Pfiefer service 3'af 8" 9350 Rickreall Rd Instali CIPP Liner plus 3 3 point repairs one 4'of 10" C-More Pipe-A2507 Rickreail,OR 97371 503-623-1319 Rick Stroud paint repairs hnro 3'of 12" PO Box 560 Sanitary Sewer Realm, Inc-A2508 DuPont,WA 98327 360-456-7627 Dave Follett �mprovements 265' CIPP y35U Kickreall Rd C-More Pipe-A2509 R�ckreail,OR 97371 503-623-1319 Rick Stroud Gresham, OR 82'af 12"CIPP Swinerton Builders NW, If1C. - 3180 139th Ave SE Derek A2511 eellevue,WA 99301 425-283-5178 Jaschke Bellevue, WA point repair 3' of 8" 9350 Rickreall Rd 1 point repair at -- C-More Pipe-A2513 Rickreall,OR 97371 503-623-1319 Rick Stroud Hillsboro, OR point repair 3'of 12" 9:i5U Rickreall Rd C-More Pipe-A2514 Rickreall,OR 97371 503-623-1319 Rick Stroud 2005 I&I Spot Repairs 23 point repairs 7211-A NE 43rd Ave BIII Nutter Corporation -A2515 vancouver,WA 996fi1 360-573-200� Gunderson Longview, WA 8 spot repairs of 8"CiPP 2006 9611 SE 36th St Relining 300' of 8" Mercer Island,WA 98040- COflCfet@ SBflltBfy City of Mercer Island -A2619 3732 206-236-5300 Jerry Judd Sewer Main 300' of 7.5mm of 8"CIPP liner 9350 Rickreall Rd Point Repairs in Canby, One 10' by 5", 3mm Point C-More-A2620 (Canby, OR) Rickreall,OR 97371 503-623-1319 Rick Stroud �R Repair 9350 Rickreall Rd Point Repairs in I C-More -A2621 (Stayton, OR) Rickreall,OR 97371 503-623-1319 Rick Stroud Stayton, OR !One 8"6mm Point Repair 9350 Rickreall Rd �336'of S", 6mm CIPP with 7 C-More Pipe-A2601 Rickreatl, OR 97371 503-623-1319 Rick Stroud Independence, OR �la� terals 9350 Rickreall Rd --- C-More Pipe-A2603 Rickreall,OR 97371 5d3-623-1319 Rick Stroud Milwaukee, OR _ �1 point repair 3' of 8"CIPP 9350 Rickrea�l Rd 2 point repairs with 3'x 8" C-More Pipe-A2604 Rickreall,OR 97371 503-623-1319 Rick Stroud Gresham, OR CIPP 9350 Rickreall Rd 4' x 8"point repair; 3' x 8" point C-More Pipe-A2607 Rickreall,OR 97371 503-623-1319 Rick Stroud Independence, OR repair; Nine 4"point repairs 5350 Rickreali�Rd C-More Pipe-A2608 Rickreall,OR 97371 503-623-1319 Rick Stroud Reedsport, OR 1570'of CIPP; 141aterals STATEMENT OF QUALIFICATIONS 2/26/2016 4 Masterlinin Customers: Masterlinin Contractor Information Lineal Footaqe/Point Name Address Phone Contact Proiect Name Rer�airs —`9350�Hickreall R8— -�-- — C-More Pipe-A2611 � R�ckreau_oR s�s7� 503-623-1319 Rick Stroud Long Beach, OR 13 point repairs 9350 Rickreall Rd One 8" x 3' paint repair C-More Pipe-A2612 Rickreall,OR 97371 503-623-1319 Rick Stroud Coroallis, OR One 8"x 5' point repair 9350-R+ck�eaN-Ftd C-More Pipe-A2613 Rickreall,OR 97371 503-623-1319 Rick Stroud Veneta, OR One 12" by 3' point repair �9350 Rickreall Rd Tacoma-Kraft, Tacoma, One 12" point repair, one 10' C-More Pipe-A2615 _ Rickrea��,OR 97371 503-623-1319 Rick Stroud WA paint repair 14831 223rd St SE Old Mukilteo Pipeline 60Q' af 8mm CIPP with 7 Gary Harper-A2618 snonomisn,WA 98296-3938 360-863-1955 Gary Repair Laterals -- PO�Boz 154_.....,.__._ Pe -- Liberty Dirt Works -A2605 Eu,WA 98572 360-262-9838 Steve Napavine, WA 1 S" spot repair over joint 2006 Wastewater 2482' CIPP mainline, fifteen 4' PO Box 1159 La Collection spot repairs, two 12' spot Mike Becker-A2622 (Athena) Grande,OR 97850 541-963-7096 Kevin Improvements repairs 82204 Highway 111 Suite 2Q1 Mocon -A2616 Indio,CA 92201 503-580-4420 Rob Morrow by Eugene, OR 417'of 18" CfPP lining PO Box 2009 Keith Moore Underground-A2617 Fairview,oR s�o2a 503-618-9779 Johnson CIPP Lining Outfall Pipe 142' of 7.5mm 15"CIPP lining 525 West Urantl-Ronde Ray Poland & Sons-A2609 Kennewick,WA 99336 509-947-7845 Brian KID Pipe Repair 15Q'of 12" CIPP 2007 � � 2005 Broadway vancouver, ODOT Culvert Repair at Brant Construction A2713 wA 98663 360-772-3121 Mike MP 30 06 190' of 24" CIPP 9350 Rickreall Rd Point Repairs in One 4', 6mm Point Repair with C-More-A2701 {Stayton, OR) R�ckreall,OR 97371 503-623-1319 Rick Stroud Stayton, Or �ateral reinstatement C-More-A2704 Reeds ort, � P 9350 Rickreall Rd 550'of 8", 6mm ClPP; 11 OR) Rickreall,OR 97371 503-623-1319 Rick Stroud Reedsport, OR laterals One 15' x 6" point repair; �ne C-More-A2705{Port Orchard, g350 Rickreall Rd 5' x 12" point repair; One 3' by WA) Rickreall,OR 97371 503-623-1319 Rick Stroud Port Orchard, OR 8" point repair C-More -A2706{Independence, g350 Rickreall Rd OR) R�ckreall,OR 97371 503-623-1319 Rick Stroud Independence, OR 65' of 24" CIPP C-More-A2748 (Port Orchard, g350 Rickreall Rd Two 3' by 8" point repairs, Qne OR} Rickreall,OR 97371 503-623-1319 Rick Stroud Po�t Orchard, OR 7' by 8"point repair C-More-A2710 (Independence, 9350 Rickreall Rd fndependence, OR - OR) R�ckreall,OR 97371 503-623-1319 Rick Stroud City& School Dist 645' of 8", 6mm, 2 laterals; C-More-A2711 (Springfield, 9350 Rickreall Rd � OR) Rickreall,OR 97371 503-623-1319 Rick Stroud Springfleld, OR 1800' of 6" ClPP plus 1 lateral 9350 Rickreall Rd 72", 6mm, 3' paint repair;l0" C-More-A2712 (Salem, OR) Rickreall,OR 97371 503-623-1319 Rick Stroud Salem, OR CIPP, 6mm 3' point repair; r �r � � � � r� � � r � �■ � �r r r�■� r� �r � �r � � � �. r.o � rr � .■� � r r�.� r � � � � STATEMENT OF QUALIFICATIONS 2/26/2016 Masterlinin Customers: 5 Masterlmin Contractor lnformation � Linea{ Footaqe 1 Point Name Address Phone Contact Proiect Name Repairs C-More-A2714 (Wilsonville 9350 Rickreall Rd Wilsonville Rest Area 245'of 8"; 440'of 8"; one 8"3' Rest Area, OR) Rickreall,OR 97371 503-623-1319 Rick Stroud for ODQT long point repair 9350 Rickreall Rd Three 8", 6mm, 3' long Point C-More-A2717 (5tayton) Rickreall,OR 97371 503-623-1319 Rick Stroud Stayton, OR Repairs 2550 SW Hillsboro Highway North Plains Discharge 320' of 12 5mm CIPP and 320' Clean Water Services -A2716 Hillsboro,OR 97123 503-681-3630 Bill Carley CIPP Project No. 6228 of pre-liner Frank Colussio Construction - ybuu nnaR�n�ucner rc,n9 vuay souch One 8'x 12" point repair; One A2�02 sean�e,WA 98118 206-722-5306 Job#26016 8' x 10" point repair F'U Box 8y� Johnny Cat-A2715 Jacksonville,OR 97530 541-840-9795 Keith Phoenix, OR One 5' long 6" point repair Shoemaker Construction - saooa s�era�ds�oad A2�fl3 Kennewick,WA 99337 582-4769 City of Othello 128LF of CIPP West Coast Construction - Po eox ais Martin Luther King Blvd A2707 Woodinville,WA 98072 425-483-1900 in Yakima, WA 653 LF of 8" Yakama Nation Engineering - z>> s.Toppen�sn A�e A2709 Toppenish,WA 9B948 509-865-1409 Chane Cle Elum Fish Hatchery 4' x 30"point repair; 9350 Rickreall Rd Point Repairs in Salem, 3' long 12"6mm point repair; 3' C-More-A2712 (Salem, OR) Rickreall,OR 97371 503-623-1319 Rick Stroud OR long 10"6mm point repair 2008 -- 7855 S 206th Street Wade Archer Construction -A2807 Kent,WA 98032 2�6-396-1646 Archer Structural Spot Repairs Three 8"x 4' point repairs PU�Box 8 Chris' Excavation -A2804 Ephrata WA 98823 509-754-5118 Chris Point Repairs Three 3'x 8"point repairs Six 3'x 8"point repairs; 270'of 8"CIPP; 289 3'af 8"CIPP; 401.6'of$"ClPP; 75'of 8" CIPP; one 3'x 12"point 9611 SE 36th Street repa�r; 28 internal Mercer Island,wa ssoao- Sanitary Sewer Main reinstatement of side services; City of Mercer Island-A2824 3732 206-236-3612 Terry Smith Repair Project One protruding lateral PO Box 1579 Shawn Cut one lateral in existing CIPP City of Moses Lake-A2805 Moses lake,WA 98637 0'Brien Cut one Lateral liner 380� w Van Giesen �n►est 2008 5ewer Spot 10'x 6"point repair; 8'x 6" City of West Richland -A2825 R�chland,WA 99353 509-967-7128 Heath Repair Project point repair 8", 6mm, 3' long Point Repair, 9350 Rickreall Rd Point Repairs in 8"and 6mm, 10' long Point C-More-A2719 (Stayton) Rickreall,OR 97371 503-623-1319 Rick Stroud Stayton, OR Repair STATEMENT OF QUALIFlCATIONS 2/26/2016 6 Masterlinin Customers: Masterlinin Contractor Information ! Lineal Footaqe!Pofnt Name__ _ Address Phone _lContact � Proiect Name Reaairs 202' of 12" CIPP; 80'of 12" 9350 Rickreall Rd lining far Oregon Dept CIPP; 65'of 12" CIPP; 50' of C-More-A2821 {ODOT) Rickreall,OR 97371 503-623-1319 Rick Stroud of Transportation 12" CIPP 9350 Rickreall Rd Point repairs in Eugene, Three 3'6" long by 14" point C-More-A2810 (Eugene) Rickreall,OR 97371 503-623-1319 Rick Stroud OR repairs 22s Fihn sc 8" Sewer Line CIPP City of Springfield -A2803 Spnngfield,OR 97477 541-726-3761 Rehabilitation 93' of 8"CIRP, 3 laterals Contract#R000009A40 313' of 6"CIPP; 512 LF 8" 1820 Terminal Dr Seth in 300 Area at Hanfard, CIPP; 5 laterals; inspection Fowler General Constr. -A2811 Richland,WA 99354 943-2643 McGary WA and cleaning Point repairs - 3 8"x 3'; 1 10"x3'; 3 12"x6'; 1 15"x3'; 2 18"x3';3 18"x6'; 2 24"x3'; 3 14831 223rd St SE City of Bellevue- Point 24"x6', 1 21"x 3'; heavy Gary Harper-A2820 Snohomish,WA 98296-3938 360-863-1955 Gary Harper Repairs cleaning 1213 S Clodfelter Rd Dustin City of Pasco Point Mahaffey Enterprises-A2812 Kennewick,WA 99338 509-627-4539 Mahaffey Repairs Three 8" x 3' long point repairs 319 118th Drive NE Kenmore Jr. High, 333' 8"6mm CIPP q; 1 side NW Dirtworks-A2818 Lake Stevens,WA 98258 425-512-8457 Bill Lewis Phase 2 service Po eoX�2 Point Repairs at Clark's PLE LLC -A2815 stanwood,WA 98292 360-629-0461 Jeff Pond in Snohomish Ten 8"x 3' long point repairs Pacific Concrete Services - 2s2zo�stn a,�e so Brightwater Treatment A2813 Kent,WA 98032 253-856-2572 Kris Willard Plant in Woodinville One 12" x 3' Iong point repair po�ox �� 255' of 6"CIPP; 110'of 10" Paul Construction -A2822 Meredian, io assao 208-466-2953 James Paul City of Shoshone Idaha CIPP PO Box 158 Gary Point Repairs at Mesa Point repair on underground Puterbaugh Constr-A2808 Grandview,WA 98930-0158 509-882-2419 Puterbaugh Dairy flush valve Madison Ave Sewer Trestle Siope PO Box 850 Stabilization Project in Realm, Inc-A2718 DuPont,WA 98387 360-456-7627 Dave Follett Otympia, WA FEMA-07 134'of 10.5mm CIPP Lilly Road, Percivak Street and Upper Grass Lake Sanitary Sewer 2653' of televideo inspection; PQ Box 850 Rehabilitationl�lympia, 1360' of 15" CIPP; 922'of 8" Realm, Inc-A2806 DuPont,WA 98387 360-456-7627 Dave Follett WA ClPP; 371' of 12"C1PP � � � � � � � � � � � � � A � A � � � �r �r r� ir �. i.�u �■ ■�■f � � � .r � r� � r� r � STATEMENT OF QUALIFICATIONS 2/26/2016 Masterlinin Customers� Masterlinin Contractor Information � I � � Lineai Footaue/Point Name I Address Phone Contact ' Proiect Name �-- -— _ _� Re airs PO Box 850 Union Street in Olympia, 309' of 10"; 866' of 8"; 25 Realm, Inc-A2814 DuPont,WA 98387 360-456-7627 Dave Follett WA laterals PO Box 3130 Terry Point repairs in Central Rogue Valley-A2801 Central Point,oR s�so2 541-779-4186 Sackett Pomt, OR Qne 8' b 17" y point repair Shoreline Constr (City of PO Box 359 2008 Sanitary Sewer Renton) -A2809 woodinvi�ie,WA 98072-0358 425-483-0600 Jon Rickey Repairs- City of Renton 143' of 24"CIPP 3621'af 8", 131 Q'of 10", 604' of 12", seven 4'long 8" pointrepairs, one 16'long 8" point repair,one 16' long 12" point repair, one 4' long 14" 3790 S 5untree Place Roger City of Enterpnse, point repair, 6835' of bypass Titan Technologies-A2802 Bo�se, ID 83706 208-573-2777 Thompson Oregon pumping WF Construction & Sales - 140' 12"CIPP; 1 side service, PO Boz 575 1 chip-out and removal of A2823 Middleton,ID 83680 208-895-0600 Kevin Wade Middleton, Idaho manhole channel Rainier Wastewater - 701 W Marine Ave System Improvements, 380'af 10"CIPP; heavy Wilkins-A2816 Astoria, OR 97103 503-325-3368 Schedule B cleaning 2009 Oregon Ave 5ewer Replacement-Rebid 210 LF 8" CIPP; 1 internal Bandon Concrete& 55356 Rosa Road Bruce Project- Project No. lateral; cleaning and videa of Development-A2920 Bandon,OR 97411 547-347-4615 Kapps 101.52 256.4 LF C1PP -856'of 6"; 3747'of 8"; 2147' of 10"; 1729'of 12"; 8eckle Excavation 8, Utili Inc 1280'of 15"; 28 laterals; 1 y tY� PO Box 999 Marc Infiltrationllnflow protruding tap; 1 3'x 12"point (City of Drain, OR) -A2817 Wmchester,OR 9J'495 541-672-4050 Karrick Improvements repair 15506 SE 4th Place Trenchless Storm Drain Bonner Brothers Construction - �sa�� vE �z2�d Pipe Rehabilitatiort- 80'of 18"cm CIPP, grout 25 A2906 Redmond,wA seos2 425-885-0608 Dan Bonner Olympia voids STATEMENT OF QUALIFICATIONS 2/26/2016 8 Masterlinin Customers: Masterlinin Contractor Information Lineal Footaqe/Point Name � Add�ess Phone Contact Proiec4 Name Repairs 63365 Boat Basin Road TWO 21'X 3' structural point Charleston Sanitary District- Po eox 55zz John repairs; one 8"x 3' structural A2923 Charleston,OR 97420 541-888-3911 Chirrick point repair 8"x 5' point�repair; saw cut Po eox sooi2 Emergency Piling piling and remove; 6 hours of City of Bellevue-A2902 Bellevue,wA ssoos-so�z 425-452-6999 Steve Costa Removal cleaning lines PU F3ox 90012 "' City of Bellevue-A2914 Be�►evue,wA 9aoos-so�z 425-452-6999 Steve Costa Open Ditch Stub ;50'of 8"CIPP Po Box soo�2 Storm Drain Internal � City of Bellevue-A2915 Bellevue,wA saoos-so12 425-452-6999 ,Steve Costa Repair 55'of 7.5mm 12" CIPP One 10' 8"spot repair; one 8' 8" spot repair; one 10' 8"spot repair; one 65'8"spot repair; one 9' 8": spot repair;one 6' 8" spot repair; one 8' 8"spot ;repair; one 10' 8"spot repair; one 6' and one 5' 8"spot repairs; 98'8" liner; 165 LF 8" liner; 330'of 8"liner; 6' 8" spot repair; 8' 8" spot repair; 10'8" spot repair; 399 LF 6" liner; 7' 9611 SE 36th Street 8"spot repair; 6' 10" spot Mercer Island,wA saoao- � 2009 Cured-In-Place repair; 6' 10"spot repair; 8' 8" City of Mercer Island -A2919 s�s2 206-275-7812 `Terry Smith and Spot Repairs spot repair' 8'8"spot repair CIPP-400' of 6"; 2100'of 8"; 1150'of 12"; 31 service connections;171.7'of 8";128.5' of 8", 10 internai line reinstatements; one t-liner; four 2009 Sanitary Sewer 3' CIPP; three 8"x3' spot PO Box 809 Restoration Project, repairs; one iateral City of Mount Vernon -A2911 Mount verno�,WA 98273 360-336-6204 AI Steele Project No. 09-2 reinstatement . 3801 W Van Giesen ; One 10' x 6" pvint repair; one West Richland, WA 2008 Sewer Spot 6'x 8"point repair; 1 internal City of West Richland-A2825 99353 509-967-7128 Heath Repair Project service reinstatement PO Box 69 � Cut 2 laterials in point repairs C-More Pipe-A2901 Rickreall, OR 9737i 503-623-1319 Rick '.Vernita, OR done by C-More Pipe � _ .. PO Box 69 Cut 6 laterials in point repairs C-More Pipe-A2903 ,Rickreall, OR 97371 503-623-1319 Rick Stayton, OR done by C-More Pipe � � � � r � � � � � � � � A A � � � � � � � � �w r wn � ra �m � � r r r� � � � ur STATEMENT OF QUALIFICATIONS 2/26/2016 Masterlinin Customers: 9 Masterlinin Contractor Information Lineal Footaae/Point Name _ _ Address Phone ComQact Proiect Name Re airs PO 8ox 69 — C-More Pipe-A2904 Rickreall, OR 97371 503-623-1319 Rick McMinnville, OR 367'of 8"CIPP; 4 laterals 271'of 8"CIPP; 4 late�als; 1 PO Box 69 lateral in point repair done by C C-More Pipe-A2905 Rickreall, OR 97371 503-623-1319 Rick Yoncalla, OR More PO Box 69 30"by 3' point repair; by-pass C-More Pipe -A2912 Rickreall, OR 97371 503-623-1319 Rick Pendleton, OR pumping PO Box 69 -------.—.—_ C-More Pipe-A2913 Rickreall, OR 97371 503-623-1319 Rick Albany, OR one 21"by 3' point repair PO Box 69 C-More Pipe-A2g16 Rickreall, OR 97371 503-623-1319 Rick McMinnville, OR Reinstate 3 laterals PO Box 69 C-More Pipe-A2917 Rickreall, OR 97371 503-623-1319 Rick Woodburn, OR Reinstate three 4" laterals City of Springfield 308 LF 8" CIPP; 2160 LF 8" Sanitary Sewer CIPP; 50 internal lateral PO Box 2432 Rehabilitation Basins 80-reinstatements; 1335 8"CIPP; H&J Construction -A2921 Eugene,OR 97402 541-689-5863 18 and 20 16 side service reinstatements 993 Prospect Ave Walla Keith Olson -A2910 wana,WA 99362 509-522-0339 Keith Two 3' x 8"point repairs ss2a 12�st st s� Wire removal and One 16" x 5'structural spot LT Fore-A2908 Puyallup,WA 98373 253-445-8259 Shane structural spot repair repair State of WA GA Pleasant Lane/Obrian PO Box 580 Bldg Sewer Repair 90'of CIPP; 3-112'point repair, Realm -A2918 Dupont,WA 98327 360-456-7627 Dave Follett Project-Olympia, WA lateral reinstatment Repair Sewer Lines at PO Box 580 8uilding 04290 at Fort Realm -A2924 Dupont,WA 98327 360-456-7627 Dave Follett Lewis, WA �792' of 8" STATEMENT OF QUALIFICATIONS 2/26/2016 10 Masterlinin Customers: Masterlinin Contractor lnformation � Lineal Footaqe/Point Name � Address j Phone Contact Proiect Name 1 Repairs Shoemaker Construction - ssooa s�erards Road Port of Pasco T-131 A2909 Kennewick,WA 999337 509-582-4769 Sewer Line Point Repair Qne 6' by 8" point repair 489 E-Sunset Dr Welch, Leroy-A2907 Burbank,Wa 99323 509-545-6164 Leray 265' of CIPP 2010 - 4330 8irch Rd Hermiston Irrigation 150' of 30", 13.5mm; One side Big D's -A3017 Pasco,WA 99301 509-542-8322 Dwayne District service, cut out and grout Kennewick Keewaydin Park Restroom Sewer Po aox s�o8 Kathy Line Repair Contract 162'of 4" CIPP liner; two City of Kennewick, WA-A3003 Kennewick,WA 99336 585-4283 Turping No Pi002 structural point repairs Nubnc VVoncs Uept 150 E Main St Stephen City of Hillsboro, OR -A3015 Hillsboro,OR 97123-4Q28 503-681-5227 Lampet City of Hillsboro, OR Cutter Van 155.7'6"CIPP; 1716.2'of 8" CIPP; 92.8'of 10" CtPP; 422' Po Box so9 2010 Sanitary Sewer of 12"CIPP; 60 laterafs; 3- 18" City of Mount Vernon -A3010 Mount Vernon,WA 98273 360-336-6204 AI Steele Lining- Proj#10-3 point repairs 8"x 4 LF structural point 505 Swift Blvd Point Repair on Satus ;repair; reinstate sewer side City of Richtand -A3018 Richland,WA 99352 509-943-7390 Jay Marlow St ,services 505 Swift Blvd Reinstate side sewer � City of Richland -A3019 Richland,WA 99352 509-943-7390 Jay Marlow services on Wright St Reinstate side sewer services 3801 W Van Giesen � �2010 Sewer Relining Remove 6 protruding taps; 210 City of West Richland -A3024 West Richland,WA 99353 509-967-7128 i Heath �Project ^ _ ;LF of 10"CIPP; 2 spot repairs 2550 SW!iilsboro Highway �Randy � Clean Water Services-A3025 Hi�lsboro,OR 97123 503-681-3630 Pfummer �PO#8373 �One 4' x 15", 4mm point repair j210' of 8" CIPP; 3 CIPP sewer Colacurcio Brothers �3287 H Street cuts; 1 Protruding {ateral; By- Construction -A3011 iBiaine,WA 98230 360-322-4044 Hugh Davis Blaine, WA CIPP Lining pass pumping 7 point repairs in Stayton, OR; �PO Box 69 Video w/push cam in Eugene C-More Pipe-A3002 �Rickreall,OR 9737i 503-623-1319 Rick at University � rr �r � � �• �r � � �r r �■w � � � �r � �r � �I � � r � � � � � � � � � � � � � � � � STATEMENT OF QUALIFICATIONS 2/26/2016 Masterlinin Customers: Masterlinin Contractor Information �� Name Lineal Footaae I Point Add�ess Phone��Contact Proiect Name Re airs Po Box ss 2010 Inflow Reduction- C-More Pipe-A3008 (Albany) Rickreall, OR 97371 503-623-1319 Mike Albany, OR 35' point repair PU-Box Ei9 C-More Pipe-A3013 (Veneta, O Rickreall,OR 97371 503-623-1319 Mike City of Veneta, OR 4 laterals PU l3ox 69 C-More Pipe -A3014 (Albany) Rickreall,OR 9737t 503-623-1319 Mike City of Albany, OR One 4 t��t�ox sy " point repair C-More Pipe-A3016 (Stayton, (�Rickreall,OR 97371 503-623-1319 Mike City of Stayton, QR One lateral 18687 West Stackpole Road Brian 295.7 LF 10.5mm CIPP Liner Drainage District#17-A3023 Mount Vernon,WA 98273 360-424-4325 Waltner with pressure seals 635 SE 3rd Ave Maag 8� Shaw-A3007 Camas,WA s86o� 360-772-4479 John Ratliffe 3 point repairs City of Yakima 2009 1098' of 8" CIPP; 11 Lateral Ken Leingang Excavation •- �1��N Z�th Ave Sanitary Sewer Repair Service Reconnections; 374'of A3001 Yakima,WA 98902 509-575-5507 Gary #2293 10"CIPP Ub Uepattment or tne intenor 1008 Crest Drive Wayne Nationai Park Service -A3005 Coulee Dam,WA 98116 509-633-9441 Owens Lake Roosevelt fVRA One 4'x 6"point repair 28655 SW Boones Ferry Rd John 18" Stormdrain Lrning - Pro Pipe -A3009 Wilsonville,oR s�o�o 503-682-9774 Graham Letica in 5t Helens, OR 513 LF of 9mm CIPP 4224 Waller Rd 12" Storm Drains in Tucci& Sons-A3Q20 Tacoma,WA 98443 253-922-6676 Mike Hall Burien 670 LF of 12"CIPP {iner 2011 Advanced Excavation Specialists, LLC -City of La pp gox 53 John City of LaCenter 2011 1315'of CIPP; 11 lateral Center-A3110 Kalarna,wa sas2s 360-673-2700 LaFavre Sewer Repair Project reinstatements B&B Utilities 8� Excavating, LLC -Po�ox 293 24" Culvert CIPP Lining A3107 eocnen,WA 98041-0293 425-398-5906 Jeff Brown Bellevue 151'of 24"CIPP 7.5mm CIPP Nyssa Wastewater 15$0'of 8"CIPP; Reinstate 33 Becker, Michael General IPO Box 1159 La System fmprovements service connections; remove 2 Contractor-A3027 I�rande,OR 97850 541-963-7096 Kevin Sched B protruding taps; Televideoing � 100'of 21"CIPP with T�� !breakback; 200'af 24"CIPP with breakback; 114'of 10" IPO Box 69 CIPP Lining for City of �CIPP; 191'of 10" ; 160'of 12" C-More Pipe Lining -A3101 jRickreall,OR 97371 ;503-623-1319 Michael Stayton, OR (C�pp STATEMENT OF QUALIFICATIONS 2/26/2016 12 Masterlinin Customers: Masterlinin Contractor Information Lineal Footaae/Poi�t Narr�e _ _ Address� Phone Contact Proiect Name Re airs 3672'of 8" CIPP; 33 restore � sewer line connections; 7 service connection seals; 96 connect to existing manholes; 320'of CIPP; Reconnect 11 333 Broadalbin Street SW Chris Project SS-11-04 2011 service laterals; Two 4' point City of Albany-A3106 Albany,OR 9732t 541-917-7646 Cerklowski Inflow Reduction Project repairs PO Box 809 Emergency Point Ciry of Mount Vernon -A3100 Mount Vernon,WA 98273 360-336-6204 AI Steele Repair One 3' x 15" point repair One 8" x 3 LF structural point 155 W Coe Avenue repair; One hour of heavy root Ciry of Stanfield -A3115 Stanfield,OR 97875 541-449-3831 Scott Point Repairs cleaning Tree Hill and 2055 NE 238th Drive Cottonwood 701' of 8"CIPP; 20 internal City of Wood Village-A3102 Wood Vdlage,OR 97060 503-489-6862 Scott Sloan Condominiums reinstatements Nall Blvd Utility Emery& Sons Construction - Po Box aia9 Vince Improvements-City of 2834'of 8"CIPP; 155' of 10" A3104 Salem,OR 97302 503-588-7576 Makinson Beaverton CIPP c/o GP Financial Mgt 210 LF 24"x 9mm CIPP; 2 PO Box 981952 Rick internal reinstatements of side Georgia-Pacific-A3021 EI Paso,TX 79998-1952 360-834-8436 Williams Camas Mill senrices; by-pass pumping Project#P21048 Sanitary Sewer 2334'of 8"CIPP; 528'of 12" H &J Construction - Springfield -Po eox zas2 Rehabilitation 2011- CIPP; Rehab 9 laterals with A3116 Eugene,oR s�ao2 541-689-5863 Michael Basin 22A approved chemical grout Work Order W12302 - Ardmore Substation- Hos Brothers Construction - Po Box�7as Barbara Bell-Red Rd in Bellevue, One 8" by 6 LF structural point Bellevue-A3114 Woodinville,WA 98072-17$8 425-481-5569 Rodgers WA repair tJ 6ox 50 � Landis& Landis-A3123 Maryhursf,OR 97036 503-466-9043 Mike Landis LAloha, OR �2018'of 8"x 4.5mm CIPP Whitesell Street NE PO Box 5so Deeded Lane SW 660'of 8"CIPP liner; 335' of Realm-Orting -A3119 Dupont,WA 98327 360-456-7627 Dave Follett Sanitary Sewer Project 10"CIPP liner � r � �r � � � � � r� �r r� � �r r � r� �r � r r� t� r.� � �o rr r� rrt � � �..� r� � r�■� � � � STATEMENT OF QUALIFICATIONS 2/26/2016 Masterlinin Customers: Masterlinin Contractor Information 13 Name Lineal Footaae/Point Address Phone Contact P�oiect Name Re airs Olympic Sunset Vista Conveyance System Rehabilitation, Limited PO Box 580 Public Works RFQ No. 12"x 10 LF structural point Realm - Pierce County -A3026 Dupont,WA 98327 360-456-7627 Dave Follett 468 repair Woodinville Redmond Rd/160th Street PO Box 580 Sanitary Sewer Reafm -Woodinville-A3118 Dupont,WA 98327 360-456-7627 Dave Follett Upgrade 200'of 12"6mm CIPP liner PO Box 358 Doug Sanitary Sewer Repairs Shoreline Construction -A3105 Woodinwlle,WA 98072-0358 425-463-0600 Suzuki Phase il - Bellevue, WA One 10'x 8' point repair Shoreline Construction -Cedar pp gox 358 Doug 157th PL SE Sewer Sag 185'of 8"CIPP; Reinstate 3 River-A3117 Woodinville,WA 98072-0358 425-483-0600 Suzuki Rehabilitation laterals Hill Street SRV Construction - Monroe, WA p0 Box 481 John Reconstruction#M2002-723'of 8"CIPP; 7 side sewer -A3112 Oak Harbor,WA 98277 360-675-7100 Snyder Q195 reconnections 4828 5outhridge Blvd Watts Construction -A3111 Kennewick WA 99338 509-735-7969 Loren LID 143 Warranty Work Three 2'x$" point repairs 1tl:i3 KenfEilack-U�amond-" Ra 12 Storm Drain Westwater Construction -A3108 auturn,WA 98092 253-631-2420 Don Neel Rehabilitation 135'of 12"6mm CIPP liner 2012 6"Watermain B86 Utilities and Excavation - Po sox 2s3 Rehabilitation in A3202 sotnen,WA 98041-0293 425-398-5906 Jeff Brown Kenmore, WA 350'of 6"x 4.5mm CIPP liner C-More Pipe Services-Veneta, Po aox ss 1624' of 8"x4.5mm CIPP; 27 �R-A3210 Rickreall,OR 97371 503-fi23-1319 Mike McCoy Veneta, OR Internal reinstatements C-More Pipe Services- Maple Pp Box ss Grove-A3214 Rickreall,OR 97371 503-623-1319 Mike McCoy The Dalles, OR 75'of 8"x4.55mm CIPP C-More Pipe Services-Port Po sox ss 2012 Clean, TV, Roots, Orchard -A3224 Rickreall,OR 97371 503-623-1319 Mike McCoy Sanitary Sewer 635' of 12" Lining 2482 Daisy Lane NW Charles Cut-out and replace 2 point CG Contractors-A3226 Salem,oR 503-559-1859 Gleason Newport, OR repairs STATEMENT OF QUALIFICATIONS 2/26/2016 14 Masterlinin Customers: Masterlinin Contractor Information � Lineat Footaqe/Point Name Address ; Phone Contact Proiect Name Reaairs � 1091' of 8"CIPP; 879' of 12" 2012 Inflow Reduction CIPP; 138' of 15"CIPP; 27 333 Broadalb+n Street SW Chris Program SS-12-Q1 lateral reconnections; 5 City of Albany-A3204 Albany,OR 97321 541-917-7646 Cerklowski PO 0085282 protruding tap laterals 333 Broadalbin Street SW Chris Two 12"x3' structural point City of Albany-A3211 Albany,�R 97321 541-917-7646 Cerklowski repairs Bid Call 20i2-22 Cured- 711'of 6"CIPP; 1049'of 8" 501 N Anderson St Coreen In-Place Sewer Line CIPP, 190' of 8" CIPP City of Ellensburg -A3218 Ellensburg,WA 98926 509-925-8614 Reno RehabiMitation (irrigation line); 36 laterals vvastewa[er�uaiity 1055 S Grady Way MIChB@I One 8" x 2 LF Structural Point City of Renton -A3205 Renton,WA 98057 425-430-7206 Benoit Repair 141U"LUth St�Bldg 2 City of Salem-A3203 Salem,OR 97302-1200 Pro�ect no 131 10 Cut one lateral in existing line Traffic control; clean&video 120 5W Mtll Street 2Q12 Sarntary Sewer 957'of 8"line; 957'of 8"CIPP City of Sheridan -A3215 Shendan,OR 97378 503-843-2347 Darryl Rehabilitation Project liner 1294' af 6"; 1524.1' of 8"; 132.3' of 12"; 321.2' of 10"; 9 Po sox 35 Randy 2012 Sanitary Sewer Iateral reinstatements; orte 8"x City of Waitsburg -A3221 Waitsburg,OR 99361 509-337-6371 Hincliffe Relining Project 4 LF point repair 3801 W Van Giesen Drew Emergency Point City of West Richland -A3219 West Richland,WA 99353 967-7128 Woodruff Repair Emergency spot repair COI11111b18 1��Ig2tl0� DlStfiCt- 10 East Kennewick Ave Under Railroad Syphon 6Q LF of 36"x 12mm CIPP pull A3201 Kennewick,WA 99336 509-586-6118 Russ Rehabilitation and inflate liner 63'ofi 6"; �467'ofi-8";5�5' at Roseburg Urban 10"; 714'of 12"; 151'of 15"; Sanitary Authority CIPP 372'af 18" CIPP; 9 Internal Crader Enterprises - Roseburg,- �051 Melrose Road Stephen Sewer Rehabilitatian reinstatemenis; Remove 1 A3208 Roseburg,OR 97470 541-673-3268 Guido Project-2012 protruding tap 130 LF of 8"CIPP; bypass 6239 26th Ave NE Franz pumping; 3 internal Franz Lowenhertz-A3223 Seattle,WA 98115 206-2fi1-7210 Lowenhertz reinstatements with pre-liner Wastewater Collection General Industries -Town of p0 Box 13454 Douglas System Improvements- 5 internal spot repairs; repair a Albion -A3212 Spokane,WA 99213 ,509-928-4268 ,Bacheller Town of Albion, WA sewer lateral .� �r r� r� �r ■�■� �. rr rr r� rr � r■� rr � r r. �r � � � � � � � � � � �� STATEMENT OF QUALfFICATIONS 2/26/2016 Masterlinin Customers: 15 Masterlinin Contractor Information � Lineal Footaae/Point Name Address Phone ,Contact ; Proiect Name� Re airs Pacific Avenue and John D Rapraeger Inc-City of 99262 Winchuck River Rd Mendy Street Sewer Brookings, OR -A3206 erookinqs,OR 97415 541-469-6640 John Line Rehabilitation 1400`of 8" CiPP Echo Glen Children's PO Box 580 Center Sewer Main 503'of 8"4.5mm CIPP; 3 Realm - Echo Glen -A3113 Dupont,WA 98327 364-456-7627 Dave Follett Updates internal reinstatements Bi-Annual Sanitary Clean and video 290'of Sewer Repair and 10"sewer line; 290' of 10" Rodarte Construction-City of �7 E Valley Highway East Replacement 10-02 - 6mm ClPP liner; 1 internal side Auburn -A3213 Auburn,WA 9B092 253-939-0532 Bill Rodarte City of Auburn, WA service reinstatement City of Renton C(ean and video 1673'; 780.5' Shoreline Construction Co-City p0 Box 358 Doug Earlingtan Sewer of 8" C1PP; 892.5 ' of 6" CIPP; of Renton -A3216 Woodmville.WA 98072.-0358 425-483-0600 Suzuki Replacement Phase �I reinstated 30 laterals 2013 Archer Construction - Bellevue - �855 s 2oscn A3305 Kent,WA 98032 206-396-1646 Doug Early Bellevue Mariott Six (6) 8'x 3' point repairs A.C. Davis High School Modernization & 1006.8 LF of 8"x4.5mm CIPP 2550 Borton Road Duane Additions in Yakima, liner; 4 lateral reinstatements; Borton & Sons-Yakima -A3225 Yakima,WA 99903 509-930-3406 Rogers WA Dye testing C-More Pipe Services- Port Po Box ss 928 LF of 8", 4 5mm CIPP; 9 Orchard -A3323 Rickreall,OR 97371 503-623-1319 Mike McCoy Port Orchard 2013 lateral reinstatements C-More Pipe Services - Po soX ss 455 LF of 8"x 4.5mm CIPP; 11 G}adstone-A3328 Rickreall,OR 97371 503-623-1319 Mike McCoy Gladstone, OR service lateral reinstatements Millers Addition Sanitary 939 LF of 8" CIPP; 5 internal Canby Excavation -City of PO Box$48 Sewer Rehabiiitation; reinstatement laterals; 1 McMinnville-A3314 Canby,OR 97013 503-266-2792 Mike Keller PO 67960 protruding tap; video 939 LF 8510 Naketa 8each Rd Chester Chester Chu -A3318 Mukilteo,WA 98275 805-338- 7317 Chu Chu and neighbors 40 LF of 15", 7.5mm CIPP 333 Broadalbin Street SW Finance City of Albany-A3329 Albany,OR 9732f 541-917-7646 Dept PO#0100449 �Point repair for pipe 6028 501 North Anderson Street Rick �Cured-In-Place Sewer I1166.5 LF of 6"CtPP 4.5mm City of Ellensburg-A3311 Ellenburg,WA 98926 509-925-8614_ Bollinger �Line Rehabilitation �CIPP 3500 NE Clearwater Dr ;370 ELF of 12", 6mm CIPP City of McMinnville-A3322 McMinnville,OR 97128 503-434-7313 I PO#2014-1226 �liner; 3 lateral instatements STATEMENT OF QUALIFICATIONS 2/26/2016 16 Masterlinin Customers: Masteriinin Contractor Information ; I Lineai Footaqe!Point . Name Address ; _ Phone_ _�Contact __ Proiect Name _ Reuairs 3219.9 lF of 8" CIPP; 313 LF of 6"CIPP; Twelve 6 LF x 8" 9611 SE 36th St 2012 Cured-In-Place point repairs; one 12 LF x 8" City of Mercer Island -A3217 Mercer ilsland,WA 98040 206-275-7812 Terry Smith Lining and Spot Repair point repairs; 7 laterals Grout and CIPP Line 10" Sewer on Bryant; CIPP 8"iine April 2013 Sewer on Frazer; bypass pumping; 'S5 Moore St Frank Grouting and CIPP remove infltration on 9 sewer City of Walla Walla -A3302 Wal1a Walla,wA ssss2 509-524-4510 Nicholson Lining manhoies; 52 LF CIPP Remove concrete curb, gutter and sidewalk; Remove HMA; replace concrete curb, gulter, sidewalk, HMA and commercial HMA: install 510 LF of 15"CIPP; 15 LF of 15" CIPP; 45 LF 15" CIPP; 65 LF ss Moore st Frank Lincoln Creek at 2nd of 15"CIPP; 10d LF of 15" City of Wslla Walla -A3313 Wal�a Wal�a,WA 99362 509-524-4510 Nicholson Ave; Proj#SW13002 CIPP '4218.6 LF of 10"CIPP: 1799.7 LF of 12" CIPP; 351 LF of 8" 3601 W Van Giesen CIPP; 3 structural point repairs; City of West Richland -A3222 West Richland,wA sss5s 509-967-7128 'Ilka Gilliam 2012 Sewer Line Repair 1 sewer repair , Bid Award 11312-S 129 N Second St Susan Cured In Place Pipe Reinstatement of 5 sewer City of Yakima -A3304 Yakima,wA esso� 509-575-6095 Knotts Repair- PO#1303534 laterals; three (3} point repairs Comerstone Construction of � "� Seattle- Northshore Utility Pq Box 2o2a Narthshore Utility 1762.5 LF of 6"x 4.5mm CIPP; District-A3319 Issaquah,WA 98027 q25-391-5655 'Dustin '�istrict 17 laterals 144 LF of 24" x 10.5mm CiPP; C�o GP Financial 10a LF of 34"x 12mm CtPP; Georgia Pacific-Camas- nnana9emenc Po sox eaiss2 5teve 18 service lateral A3307 E�Pasco,TX 79998-1952 360-834-8469 Rinquest ;reinstatements; heavy cleaning _. Wc1'c3P rinaricia�. . Georgia Pacific-Wauna - nnanayemer,t Po Box sa�es2, :Jeff Contract 01088452; GIPP liner for bleach sewer A3309 E�Pasco,�rx �99sa-�e52 503-739-0434 Sorensen Wauna Receiving Dept Ileak r ri � �r � � �■�■ r � � � - � � r� rrr r� � r � � � � � � � � � � � � � � � � � � � STATEMENT OF QUALIFICATIONS 2/26/2016 Masterlinin Customers: 17 Masterlinin Contractor Information Lineal Footaae/Point Name Address Phone Contact Proiect Name Re airs 80 LF of 6"x 4.5mm CIPP; Johns Excavating & Paving- �6�s�ose st bypass 80 LF around work A3325 Walla Walla,WA 99362 509-529-5790 John CIPP Lining area (street) 3208.6 LF of 8", 4.5mm CIPP; Madeline I/I Abatement 84 LF of 6", 4.5mm; two 4" Landis& Landis-Aloha, OR - Po Box 5o Lance Phase 2 Project No. lateral liners; 16 laterals cut A3317 Maryhurst,OR 97036 503-466-9043 Landis 6607 -Aloha, OR and brushed MVG LLC -City of Bellevue- 2zsso 2sacn St Storm Trenchless A3315 Maple Valley,WA 98038 205-255-3200 Earl Repair-2013 126.6 LF of 18"CIPP Hazel De1{ Rd �- Nutter Corporation - Hazel Rd 7z�1_A NE 43rd Ave Intersection; Proj#13- 138 LF of i8", 10.5mm CIPP; Intersection-A3321 Vancouver,WA 98661 360-573-2000 Ann Parry 0120 cut grouts in pipe; video Rocky Mountain Construction, p0 Box 7489 I-5: Rock Point Seven 228 LF of 8"CIPP; Video LLC -A3310 Klamath Falls,oR 541-882-8377 Ron Criss Oaks#14567 inspection Shoreline Construction Co-City Po Box 35a Doug S 180th Street Sliplining 260 LF of 12", 10.5mm CIPP; 1 of Tukwila-A3301 Woodinville,WA 98072-0358 425-483-0600 Suzuki Project internal reinstatement Shoreline Construction - PO eox 358 Scnber Lake Road 412 LF 8"4.5mm CIPP lining; Lynnwood -A3308 Woodinville,WA 98072-035B 206-571-3571 Brian Delp Sewer Rehabilitation 3 side service connections 58U2 Indus�al Way-Sw e A _ Teton West-A3316 Pasco,WA 99301 509-543-9510 Jamie Balcom & Moe 3 LF x 4" point repair PO Box 38 Town of Albion -A3326 Alb�on,wA ssio2 509-332-5095 public works 4 point repairs 4 -8"x 3LF point repairs 1'tfUUS Fiignway lU7 Twin Rocks Sanitary District- Po eox ss Joe Twin Rocks Sanitary A3306 Rockaway Beach,OR 97136 503-355-2732 Nemeyer Sewer District 150 LF of 8", 4.5mm CIPP liner 112 LF 12", 5mm CIPP; three 3'x 12"point repairs; two Inserta-Tees, 6' to 12"ClPP; poured new inlet structure with 1644 PIa2a Way Sude 727 cut-off walls and new stainless WRO Enterprises-A3320 Walla Walla,WA 99362 509-520-5010 Trenchless Work steel grate 2014 Video and locate existing 1901 N Fir St sewer lines in Walla Walla, Anderson-Perry-A3404 La Grande,OR 97850-0938 541-963-83Q9 Video �/q PU-8ox 73U5- Apollo tnc-A3425 Kennewick,WA 99336 509-586-1104 Lindsey CIPP Pipe Lining 53Q LF of 20"x 18mm 991 LF of 8"x 4.5mm CIPP; 2014 5ewer Cleaning, 353 LF of 12"x 6mm CIPP; 26 C-More Pipe Services LLC- Po sox ss Lining, TV, Root laterals; 2 cut-out in point Port Orchard -A3429 Ricacreat�,OR 97371 503-623-1319 Mike Cutting/Foaming (repairs; 1 protruding tap STATEMENT OF QUALIFICATIONS 2l26/2016 18 Masterlinin Customers: Masterlinin Contractor Information Lineal Footaqe/Point Name Address Phone Contact Proiect Name Repairs CC Edwards Construction Co in Po eox�sa� Shane 175' of 8"x 4.5mm CIPP; 8 Kenmore, WA-A3409 sumner,wA 98390 253-627-1324 Kitchen East Lake Village laterals Cut protruding laterals 333 Broadbalbin St Lindsey per Lindsey's City of Albany-A3452 Albany,OR 97321 541-917-7646 Austin instructions Cut out protruding laterals 330 L.F of 8"; 240 LF of 10";3 protruding taps; 6 reinstallation PO Box 130 Russell side services; heavy root City of Electric City-A3423 Electric City,WA 99123 509-633-1510 Powers Sewer Main Lining cleaning 501 North Anderson St Rick Bid Call 2014-03 CIPP 830 lF of 6"CIPP; 830 LF of City of Ellensburg -A3410 Ellensburg,WA 98926 509-925-8614 Bollinger Job 8" CIPP; reconnect 34 laterals 653.1 LF of 6"CIPP; 6399.1 Po eox aos 2013 Sanitary Sewer LF of 8" CIPP; one 6 LF x 8" City of Mount Vernon -A3312 Mount Vernon,WA 98273 360-419-3239 AI Steele Lining; Project No. 13-3 point repair; 109 laterals 30 LF of 6"x4.5mm CIPP; 30 LF of 15.37"x7.5mm CIPP; 30 525 N 3rd David Reuse Facility Steel LF oF 23-1/2 LFx7.5mm CIPP; City of Pasco-A3402 Pasco,WA 99301 509-545-3444 Tanner Pipe Rehabilitation 40 LF of 29.5"x9mm CIPP PO Box 97010 Lynn NE 95th Sewer Repair 235' of 16"x 9mm CIPP and City of Redmond -A3400 Redmond,WA 98073 425-556-2900 Arakaki PO 1202509 one point repair RM004 Sewer Line 1104 Maple Street Suite 260 Repair from Park Street 272'of '12", 6mm CIPP plus 11 City of Sumner-A3327 Sumner,WA 98390-1423 253-299-5703 Ted Hill, PE to Thompson Street Side Services 1018 LF of 10"x4.5mm CIPP; 262 LF of S"x4.5mm CIPP; 22 818 E Edison Ave Yakima Ave Pipe Lining lateral reinstatements; 1.25 hrs City of Sunnyside-A3447 Sunnyside,WA 98944 509-836-6350 Jim Project of cutting grout 2013 Sewer System 55 Moore St CIPP Alley Lining 770 LF of 8"CIPP; 780 LF of City of Walla Walla-A3330 Walta Walla,WA 99362 509-524-4510 Joel Petty Project ww13006 12" CIPP; 10 laterals Whitman St Drainage 55 Moore St Investigation PO#en- City of Walla Walla-A3401 Walla Walla,WA 99362 509-524-4510 Joel Petty 1497 clean and video Bryant Creek at 3rd 55 Moore St Ave; SW13004; en- City of Walla Walla -A3406 Walla Walla,WA 99362 509-524-4510 Joel Petty 1502 27 LF of 20"CIPP Lining � � � � � � r � � � � � � � � � � � � � � � � � � � � � � � STATEMENT OF QUALIFICATIONS 2/26/2016 Masterlinin Customers: Masterlinin Contractor Infarmation 19 Name � Lineaf Faotaqe/Point Address __ ;_ Phone �Contact Proiect Name Re airs 948'of 6"x4.5mm; 272'of 2014 Sewer System 8"x4.5mm; cut out blockages; 55 Moore St CIPP Lining Profect- seal other leaks;clean and City of Walla Walla-A3426 Walta Walla,w,a ss3sz 509-524-4510 Joel Petty ww14003 video Taumarson Road ss nnoore st Manhole Repair; Praject Sewer manhole- remove and City of Walla Walla -A3427 Walla Walla,WA 99362 509-524-4510 Joel Petty taumar-ww repair 105'of 10"CIPP Lining; 47 LF 55 Moore St Whitman Schedule B af 6" CIPP lining; bypass City of Walla Walla -A3431 Walla Walla,WA 99362 509-524-4510 Joel Pe sw13006 ttY pumping; site restoration 2014 WWTp Mill Creek 55 Moore St Outfall CIPP Lining 100'of 30"x 10.5mm CIPP' City of Walla Walla -A3445 Walla Walla.WA 99362 509-524-4510 Joel Petty ww14005 clean and video line 281 LF of 8"x 4.5mm CIPP; 1 2025 SW Merlo Ct Gabe 86th 8�Copeiand in protruding tap; 2 lateral Clean Water Services-A3415 Beaverton,OR 97006 503-547-8104 Sohler Beaverton, OR reconnections 2025 SW Merlo Ct Gabe 86th & Fairway m Clean Water Services -A3420 Beaverton,OR 97006 503-547-8104 Sohler Beaverton, OR 324 LF of 8" x 4.5mm CIPP Redwood Heights Frontier Management LLC - �a2o er�d9eport Rd su�te ios Assisted living Proj A3421 Portland,OR 97224 503-540-0$22 OR221401 Video and pre-check for lining Jeff Barrows- Benkon Ciry - 2sos rv sas PR NE Jeff A3408 Benton City,WA 99320 509-492-1577 Barrows private 35 LF of 8" CIPP Landis& Landis -Aloha, OR - po eox 5o Lance Continuation at 288.7 LF of 8" x 4.5mm CIPP: A3414 Maryhurst,OR 97036 503-466-9043 Landis Madelaine I/l Phase 2 2 laterals MDM Construction -City of po eox zooa Neil I&I Reduction Project- 823 LF 8"x4.5mm CIPP; 2 Tekoa -A3434 Hayden, �D 83835 208-762-7236 O'Keefe Phase 2 laterals Mount Vernon School District- 124 E�aw�ence sc Accounts A3334 Mount Vernon,WA 98273 360-428-6110 Payable PO#1091300052 One 3 LF x 4" point repair Northwest Pi e Servoces lLC - (236.6 LF of 12"x 6mm CIPP p PO Box 40595 Dawn liner; 28 LF of 8"x 4.5mm; 3 A3436 Eugene,QR 97404 541-357-4448 Shervvood Carvallis, OR �laterais 12735 NW Pacific Coast Hwy Hwy 101 MP 163.5 ' ODOT Area/District 4-A3437 Seal Rock,OR 97333 541-563-6400 Mike Cross Culvert Lining 96 LF CfPP ODOT TMM Central Paint 4141 Hamrick Rd ----- --�— Maintenance-A3403 Central Point,OR 97502 541-890-8703 Gary Centraf Point, QR �256 LF 12"x 7.5mm CIPP ODOT TMM Central Point 4141 Hamrick Rd 256'of 18" Storm Drain �256 LF of 18" x 7.5mm; cut out Main"tenance-A3433 Central Point, OR 97502 541-890-8703 ;Gary Irelined Icatch basin STATEMENT OF QUALIFICATIONS 2/26/2016 20 Mastertinin Customers: Masteriinin Contractor Information � Lineal Faotaqe/Point Name __ _ _ Address Phone �Contact Proiect Name Re airs Noel Canning Industrial Wasteline Extension POW- Noel Canning-City of Po sox a��z Aaron and Sewer Yakima -A3405 �Pasco,WA 99301 509-542-8509 Jones Rehabilitation 1441.9'af 8"CIPP; 21 laterals �� i 100 LF of 8" x 4.55mm; PO 80X 42237 Don internally reinstate 1 side Roto Rooter-A3435 Eigeme.OR 97404 541-689-1711 Sherwood University of Oregon service 128 N 2nd Street Clean and video sewer line; Yakima County Public Services-4tn Fioor courcnouse Joe Stump, sewer repair; plug sewer line, A3407 Yakima,WA 98901 509-574-2300 PE Burr St in Zillah manhole repairs 2015 181.3 LF CIPP for culvert pipe 12" diameter; 402.4 LF CIPP for culvert pipe 18"diameter; Belsaas & Smith Construction po eox s2s Kittitas Safety Highway 173.5 LF of 24"CIPP for Inc-A3444 Ellensburg,wA sas2s 509-525-9747 Improvement Project culvert pipe F'U Box 69 - C-More Pipe Services-A3521 Rockaway Beach,OR 97136 503-623-1319 Mike Independence, OR 20 LF of CIPP lateral lining 226 LF 8"x4 5mm CIPP; 300 PW2015-01 6 Annual LF 10"x4.5mm CIPP; 351LF Sanitary Sewer 8"x4.5mm CIPP; 39.3 LF of Po aox ss Maintenance; �65-15; 8"x4.5mm CtPP; 300 LF of C-More Pipe Services-A3525 Rockaway Beach,OR 97136 503-623-1319 Mike Port Orchard 8"x4.5mm CIPP; 30 laterals 2275.6 LF 8"x4.5mm CIPP; Po eox ss reinstate 30 4" laterals; C-More Pipe Services-A3528 Rockaway Beach,OR 97136 503-623-1319 Mike Brookings reinstate 6 6" laterals Pp eox ss 490 LF of 6"x4.5mm CIPP; 6 C-More Pipe Services-A3528 Rockaway Beach,OR 97136 503-623-1319 Mike Castle Rock internal reinstatements 174 LF of 8"x6mm CIPP; 1 Po BoX eas lateral reinstatement; cut one Canby Excavation -A3532 Canby,OR 97013 503-266-2792 Mike Fairview protruding tap Lori 333 Broadalbin St SW Schumache City of Albany-A3517 Albany,OR 97321 541-917-7653 r PO#0116390; SS15-07 Cut 9 protruding tap repairs 2015 "U"Sanitary ^ Sewer Line Po sox 5a7 Rehabilitation; Contract 3134.2 LF 8" CIPP; 298.7 LF City of Anacortes -A3530 Anacortes,WA 98221 360-299-1971 15-042-SEW-003 10" CIPP; 45 laterals � � V � r � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � STATEMENT OF QUALIFICATIONS 2/26/2016 Masterlinin Customers: Masterlinin Contractor Information 2� Name Lineal FootaQe!Point Address Phone Contact Proiect Name Re airs Emergency Sewer — Po aox s�o�o Lynn Repair- Project 600 LF of 8"CIPP; 5 lateral City of Redmond -A3453 Redmond,WA 98073 425-556-2900 Arakaki 20021322 reinstatements 2014 WWTp-Mill Creek Outfall CIPP 55 Moare St Lining Project- 100 LF o�30"x 10.5mm CIPP City of Walla Walla-A3445 Walla Walla,WA 99362 509-524-4668 Joel Petty ww14005 liner 4306.8 LF of 12"CIPP; Two 4" 2015 Airport Sewer reconnect faterals; 4 Spot 55 Moore 5t CIPP Lining Project- Repairs; Remove 1 Protruding City of Walla Walla-A3506 Walla Walla,WA 99362 509-524-4668 Joel Pe WW15002 � Lateral; 1379.2 LF of 12"CIPP 211 LF of 4" x 4.5mm CIPP; 2nd Ave Stahl Ave 200 LF of 12"x 6mm CIPP; 20 North -Wastewater LF of 12"x 6mm CIPP; 10 LF 55 Moore St Improvements- of 8"x fimm CIPP; 162 LF 6"x City of Waila Walla-A3510 Wa{la Walla,WA 99362 509-524-4668 Joel Petty WW15003 4.5mm CIPP; 2015 E Sumach Sewer 3d0 LF of 10" CIPP Lining; one Main CIPP Lining 10 LF 10"x 8mm CIPP Point s5 nnoore St Project; Project No. Repair; two 5 LF 6"x 4.5mm City of Walla Walla -A3523 Walla Walla,WA ssss2 509-524-4668 Joel Petty WW15006 CIPP Point Repair 2550 South Hillsboro Hiyhway Gabe 205 LF of 10"x 4.5mm CIPP Clean Water Services-A3507 H�usboro,OR 97123 503-681-3630 Sohler Beaverton, OR liner; Idaho Pulp Mill 8,Paperboard Inspection and Cleaning 603 Mill Road Services at the North Canal Po aox��zs Stetson alkali and sawdust bleach acid Clean�vater Paper Corp-A3502 Lewiston, ID 93501 208-799-1694 Steiger PO#60188g5 sewers PO Box 2421 Adam Coastal Excavation -A3520 Sitka,AK 99835 907-747-3836 McLeod 160 LF 42"x18mm CIPP Liner Rose St TBD; 3905 E��A�streec Dan Subcontract 373 in 384 LF of 12"x6mm CIPP; 3 Culbert Construction -A3515 Pasco,WA 99301 509-727-7914 DeRousie Walla Walla internal reinstatements Contract No. 632743 238 Living Springs Rd Jeremy ESB Highway 62 CIPP 44 LF of 36"x 13.5mm CIPP Freedom Builders LLC -A3443 Azalea,oR s�a�o 541-837-3720 Kirkland Culvert Liner ODOT liner STATEMEiVT OF QUALIFICATIONS 2/26/2016 22 Masterlinin Customers: Masterlinin Contractor Information Lineal Footaqe/Paint Name Address Phone Contact Proiect Name Re airs Garfield St Storm Sewer 2482 Daisy Lane Improvement Project GC Contracting LLC -A3519 Sa�em,OR 97305 503-559-2203 Buddy No. 2014-017-29 36 LF of 8" x 4.5mm CIPP Richardson Engineering - �sas Barteen�r��e Jay �"--- A3527 Walla Walla,WA 99362 509-520-5010 Richardson Line latera! 2014-143 IFB Public 614 Division St Mso7. Colby Wokrs Angeline CIPP Kitsap County-A3440 Port Orchard,WA 98366 360-337-5777 Wattling Project 93'of 10"CIPP Liner Central Ave S Pavement Preservation PO Box 97 & Utility Improvements; Marshbank Construction - �ake ste�er,s,wA ss2sa- Rob Project No 13-3004; in 14,696 LF of 8" CIPP; 66 A3524 000s 425-377-9708 Gammell Kent, WA faterals; 45 LF of 14"CIPP Meier Architecture& 8697 Gage Blvd Engineering -A3526 Kennewick,WA 99336 5Q9-735-1589 Highland Middle School 105 LF of 8"x4.5mm CIPP North Central Construction - Po Box aso Point Repairs in C-900 Three 6" x 3' point repairs; A3451 Moses Lake,WA 98837 509-765-5885 pipe clean and video 641LF of 8"x4.5mm CIPP; 4 6"x2LF spot repairs; 7 8"x3LF spot repairs; 13 side service reinstatements; apply grout at 8 other lateral connections; dig 31478 Moore Rd and replace 5LF of 8" sewer Rimrock Home Owners -A3501 Coulee City,WA 99115 pipe;1 Femco coupler King County WO#5 - -- PO Box 188 Manhole 34S Outlet 25000 E Valley Rd,ste C3 425-254-9999 Pipe Cleaning and Road Construction IVW-A3446 Renion.WA 98057 x31 Matt Video Scoping 10" Structural Point Repair Semmling Construction Inc- Po eflX ios2 Sharon ME8-ME10 Sanitary A3448 St Helens,OR 97051 503-397-1809 Wright Sewer Repair 150 LF 6"CIPP Storm Water Pipe Repair and 742.9 LF of 12"x6mm CIPP; 70 PO Box 358 Doug Replacement-City of LF of 18"x12mm CIPP; Cut out Shoreline Constr-A3442 woodinvilie.WA 98072-0358 425�83-0600 Suzuki Shoreline 2 pipe penet�ations 186 LF 12"CIPP; 74 LF of 18" CiPP; 98 LF of 24"CIPP; 36 PO Box 358 Doug 2014 Storm Trenchless �F of 12"; one 6 LF of 12" Shoreline Constr-A3514 Woodinville,WA 98072-0358 425-483-0600 Suzuki Repair- Bellevue CIPP Spot Repair � � � � � � r � � � � � � � � � � � � � � � � � A � � � �f➢ � � � � � � � � � STATEMENT OF QUALIFICATIONS 2/26/2016 Masterlinin Customers: Masterlinin Contractor Information 23 Plame Address Phone ,Contact , Proiect Name Lineal Footaqe/Point �-- -------- Re airs Southwest Suburban Sewer 431 SW Ambaum Blvd JeSOft Contract No. 2015-005 315 LF 6" CIPP; 383 LF of 8" District-A3512 eurien,wq seiss 206-244-9575 Richardson CIPP Main 2nd PI CIPP ' 450 LF of 8"x 4.5mm CIPP po�ox aa� Date Ave Improvement Liner; 7 reinstatement of SRV Construction, Ir1�-A3522 oak Harbor,WA 98277 360-675-710Q Blake Thorn Project; City of Sultan faterals 1904 SE 6th Place CUt OUt t1N0 3 LF S@CflOf15 Of Po eox�soo Todd wrinkled liner; Two 3 LF x 8" Tapani Inc-A3508 Battleground,WA 98604 360-687-1148 Tapani Vancouver, WA � structural point repairs Anacortes Sanitary 1508 LF of 12"x 6mm CIPP; Sewer District- 24 Internal Reinstatements; 6280 Everson Goshen Rd DBf@k fnfiltration and Inflow Remove 6 interna! protruding Tiger Construction Ltd -A3505 Everson,WA 98247 360-966-7252 Lopresti Prevention 2014 taps Trenchless Pipe Repairs- 13�0� 2acn s�reec�ast � � Suite F-10 475 LF of 8"x 6mm ClPP; A3516 sumner,w,a sassa 253-447-8026 Nick 8remerton, WA reinstate 6 side service laterals Twin Rocks Sanita Sewer 2Q59 LF of 8"x 4.5mm CIPP ry Po e�x s9 Joe liner; 37 Internal Dist�ict-A3438 Rockaway eeach,ort s��3s .503-355-2732 Nemeyer reinstatements .r� � CONTRACT (page 1 of 3) � � THIS AGREEMENT is dated the �"� day of Y� � in the year 2016 by and between City of Bremerton(hereinafter called CITl� and � \.o��n�� C.�c�Q�� + Co�� -��c-�ioQJ `�N C. (hereinafter called CONTRACTOR). CITY and CONTRACTOR,in consideration of the mutual covenants hereinafter set forth,agree as follows: � ARTICLE 1. WORK. CONTRACTOR shall complete the WORK as specified or indicated in the CITY's Contract Documents entitled 2016 Sewer Rehabilitation �� ARTICLE 2. CONTRACT TIMES. The WORK shall obtain Substantial Completion within 120 calendar days from the commencement � date stated in the Notice to Proceed. Time is of the essence as to each and every deadline set forth in this agreement. This provision has been specifically negotiated. � ARTICLE 3. LIQUIDATED DAMAGES. CITY and the CONTRACTOR recognize that time is of the essence for this Agreement and that the CITY will suffer financial loss if the WORK is not completed within the time specified in Article 2 herein,plus . � any extensions thereof allowed in accordance with Section 1-08.8 of the Standard Specifications which may be modified by the Special Provisions. They also recognize the delays,expense,and difficulties involved in prov�ng in a legal proceeding the actual loss suffered by the CITY if the WORK is not completed on time. Accordingly,instead of requiring any such proof,the CONTRACTOR shall pay the � CITY liquidated damages in the amount of$500 per day after the date of Substantial Completion. ARTICLE 4. CONTRACT PRICE. � CITY shall pay CONTRACTOR for completion of the WORK in accordance with the Contract Documents in the amount set forth in the Bid Proposal,which shall include sales tax as provided in Section 1- 07.2(2) of the Special Provisions. � ARTICLE 5. PAYMENT PROCEDURES. CONTRACTOR shall submit Applications for Payment in accordance with Section 1-09.9 of the � Standard Specifications which may be modified by the Special Provisions. Applications for Payment will be processed by ENG[NEER as provided in the Special Provisions � � ractor Initials � Crh�of I3remerron h�ebr•z�an�'016 201 b.Se�rer Rehabi(rtal�o�a CF-1 �. CONTRACT � (page 2 of 3) �I ARTICLE 6. COIVTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between CITY and CONTRACTOR � concerning the WORK consist of this Contract and the following which are either attached or incorporated herein by reference: - Notice Inviting Bids, � - Bidders Checklist, - Bid Proposal including the Proposal Forms,Information Required of Bidder, Bid Bond,and all � required certificates and affidavits, - Performance Bond, � - Payment Bond, - Standard Specifications, - Amendments to the Standard Specifications, �� - Appendices, � - Special Provisions, � - Contract Plans, - Addenda numbers to , inclusive. " � - Change Orders which may be delivered or issued after Effective Date of the Agreement and are not attached hereto. 1, There are no Contract Documents other than those listed in this Article 6. The Contract Documents may only be amended by Change Order as provided in Section 1-04.4 of the Standard Specifications � which may be modified by the Special Provisions. ARTICLE 7. INDEMNIFICATION. � The CONTRACTOR and CITY acknowledge and agree that they have negotiated the following in accordance with the requirements of RCW 4.24.115 and the CONTRACTOR specifically waives his immunity under industrial insurance under Title 51 RCW. To the fullest extent permitted by Laws � and Regulations,the CONTRACTOR shall indemnify,defend,and hold harmless the CITY, ENG[NEER, their consultants,subconsultants,and the officers,directors,employees,and agents of each and any of them,against and from any and all claims,injuries,damages,losses or suits, including all legal costs and attorney fees,all claims and liability arising under,by reason of,related,or incidental to the � Contract Documents or any performance of the WORK,but not from the sole negligence or willful misconduct of the CITY and/or the ENGINEER as further defined in the Contract Documents. The � provisions of this section shall survive the termination of the contract. � � Contractor Initials � C�n�of Bremerro�� Febraa�l�?016 � '0!6 Setirer Rehobrl�Iulio�i Cf�-� � � CONTRACT � (page 3 of 3) � ARTICLE 8. ASSIGNMENT No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and � specifically but without limitation monies that may become due and monies that are due may not be assigned without such consent(except to the extent that the effect of this restriction may be limited by law),and unless specifically stated to the contrary in any written consent to an assignment,no � assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. The CITY,in its sole discretion,may refuse to allow the CONTRACTOR to assign any or all of its duties,rights and/or responsibilities under the Agreement,except with regards to an assignment � of funds for security purposes. In the case of an assignment for security purposes the CITY may condition its approval to the extent it deems necessary to assure that there will be adequate funds to complete the WORK and to pay a subcontractors and suppliers. � CITY and CONTRACTOR each binds itself,its partners,successors,assigns and legal representatives to the other party hereto,its partners,successors,assigns and legal representatives in respect of all covenants,agreements and obligations contained in the Contract Documents. � IN W[TNESS WHEREOF,C[TY and CONTRACTOR have caused this Agreement to be executed the day - and year first above written. � CITY: City of Bremerton CONTRACTORC�� .r� . � �� N N�K�COQ'c<� ; � � ( . (Signature) ig re) , gy �.�tT IIG�k �1P� By_/�r e v Vc 1�a (Printed ame) (Printed ame) [CORPORATE SEAL] � . � Attest Attest , ', , �,,.�. � Ad ress for ivin notices Address for giving notices • , ��, � kh JV � lfM/ i��VO�� -!r' W;�J� �b05 S .�1ca� � ��, � �.�..7o c��o. , .. �: ''c' �:W License No. Co`v.��Qc��,�� K�1` � ��..�_. � Appro�ed o Form: � ��- � � , - Agent for service of process: • � '' � � (Sign ure) " �k �. G�- ��.�.� �� -� � � (Title) � Cuy of Rremerron f'ebr•:�nn�?0/6 ?016 Se�rer Rehnhilrtn�ion CH'-3 � COMTRAC'I'CERTIFdCATE � (if Corporation) � STATE OF ) , ) SS: COUNTY OF ) � I HEREBY CERTIFY that a meeting of the Board of Directors of the (� � ( � �p�..v,c+�Q�C'�► `��c�@ t vJ Ca ' \ o� g-r�v.�� a� ��Q.. � a corporation existing under the laws of the State of ��.�,. .�c-r�^�' .held on � �Ac�.�c�c�� \ . 2016,the following resolution�vas duly passed and adopted: "R�,ESOLVED,that `�' � as � ��-.v, � Q.� " N ��► «�o� C President of the Corporation,be and is hereby authorized to execute the CONTRACT dated .2016, by and between this Corporation and City of Bremerton and that his/her execution thereof, � attested by the Secretary of the Cot•poration,and with the Corporate Seal affixeii,shall be the official act and deed of this Corporation." I further certify that said resolution is now in full force and effect. � IN WITNESS WHEREOF, I have hereunto set my hand and affixed the official seal of the � corporation this 3 d .day of �a rG l� � • .2016. � ` � `�-_ . , � . ` ;:' . ,� . , . � ; ' S cretary � �,;.. , . �.;;: :V�., � (SEAL) - i � ... ., • � ' � � r Cm�qf Bremerton Fehri�a�y�l0l6 � :0/6 Seu•er Rehahrl�tunvn Cf'�} � � CONTRACT CERTIFICATE � (if Partnership) , STATE OF ) ) SS: � COUNTY OF ) � I HEREBY CERTIFY that a meeting of the Partners of the � a artnershi existin under the laws of the State of .held on P P g .2016,the following resolution was duly passed and adopted: � "RESOLVED,that .as of the Partnership, ,; ' be and is hereby authorized to execute the CONTRACT dated . 2016,by and between this Partnership and City of Bremerton and that his/her execution . thereof,attested by the shall be the � official act and deed of this Partnership." I further certify that said resolution is now in full force and effect. � IN WITNESS WHEREOF, I have hereunto set my hand this .day of ; 2016. � � Partner � (SEAL) , � � � � C'd}�nf L3remer•ton Feb�wcm�10/< ZOl6.Sen�er Rehuhrl�luho�i CF-5 � CONTRACT CERTIFICATE � (if joint Venture) � STATE OF } ' ) SS: COUNTY OF ) � I HEREBY CERT[FY that a meeting of the Principals of the � a joint venture existing under the laws of the State of .held on � . 2016,the following resolution was duly passed and adopted: � "RESOLVED,that .as of the Joint Venture, A be and is hereby authorized to execute the CONTRACT dated 2016,by and between this Joint Venture and City of Bremerton and that his/her execution thereof,attested by the shall be the � official act and deed of this Joint Venture." I further certify that said resolution is now in full force and effect. � IN W[TNESS WHEREOF, I have hereunto set my hand this .day of 2016. � Mana in Par ner � g g t SEAL � � ) 1 � �--- � Crh�c f�Bremer7on f eb�•r�a�y?0!G � '0!6 Seirer Reh��h�litutra� C!-ti ,� � CONTRACT CERTIFICATE (if Limited Liability Company) � � STATE OF ) ) SS: COUNTY OF ) ' � I HEREBY CERTIFY that a meeting of the Members of the r � � a Limited Liability Company existing under the laws of the State of ,held on � , 2016,the following resolution was duly passed and adopted: "RESOLVED,that .and � as members of the Limited Liability Company, ,,, be and are hereby authorized to execute the CONTRACT dated . 2016,to the City of Bremerton by this Limited Liability Company and that their execution � thereof shall be the official act and deed of this Limited Liability Company." , I further certify that said resolution is now in full force and effect. � IlV WITNESS WHEREOF, I have hereunto set my hand this .day of 2016. � � A Limited Liability Company � BY� Member � BY� Member � (SEAL) � � Citr of B�•emer�a� hebrrrun�?0/6 i � ?(Il6.Sen•erRehabdrtaJrnn CF-7 I i � 1 1 ' PERFORMANCE BOND (page 1 of 2) Bond Number: 29143 ' KNOW ALL MEN BY THESE PRESENTS, That Columbia Pumping 8�Construction Inc as CONTRACTOR, , and Western National Mutual Insurance Companv as Surety, are held and firmly bound unto City of Bremerton hereinafter called"OWNER,"in the sum of � Five Hundred Nine Thousand Seven Hundred Forty Eight and 89/100 - ($509,748.89) dollars, � for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors, administrators,successors,and assigns,jointly and severally,firmly by these presents. � THE CONDITIONS OF TH1S OBLIGATION ARE SUCH,that said CONTRACTOR has been awarded and is about to enter into the annexed Agreement with said OWNER to perfarm the WORK as specified or indicated in the Contract Documents entitled"City of Bremerton,Department of Public Works and � Utilitfes,Bremerton,Washington�2016 Sewer Rehabilitation";now,therefore, In the event CONTRACTOR fails to timely or properly perform any of the requil•ements of the Contract ' Documents at the times and in the manner contained therein, the Surety shall be liable under this bond up to the amount of the bond for the full amount of the OWNERS's expenses to construct or repair all work as well as alt loss, cost, expense or damage suffered by the OWNER in excess of the ' Contract amount due to the CONTRACTOR'S failure to comply with any contract or permit conditions or othei•applicable laws and regulations. The Surety agrees that within 30 calendar days of receiving notice that the OWNER has declared a � CONTRACTOR default and formally terminated the CONTRACTOR'S right to complete the Contract pursuant to its terms and conditions and that the CONTRACTOR has defaulted on all or part of the terms guaranteed by this bond,the Surety shall either: � 1. Notify the OWNER in writing of its intent to cure the default itself within a reasonable period of time acceptable to the OWNER. The OWNER agrees to pay the balance of the � Contract price to the Surety in accordance with the terms of the Contract,or 2. Tender to the OWNER the demanded sum, up to the amount of the bond. However, if the amount necessary for the OWNER to cure the default is less than the amount tendered,the � OWNER will return,without interest,any overpayment to the Surety. PROVIQED,that any alterations in the WORK to be done or the materials to be furnished,or changes in the time of completion,which may be made pursuant to the terms of said Contract Documents, shall � not in any way release said CONTRACTOR or said Surety hereunder, nor shall any extensions of time granted under the provisions of said Contract Documents, release either said CONTRACTOR or said Surety,and notice of such alterations or extensions of the Agreement is hereby waived by said Surety. � � Cit}�vjB�•t�ner�olr Feb�vary 2016 � :016 Ser•rr Rehubili�aiion CF-9 ' ` t ' PERFORMANCE BOND (page 2 of 2) ' The obligation of the Surety shall include reimbursing the City for all costs and expenses, (including, but not ]imited to fees and charges of engineers, architects, attorneys, and other professionals, and court costs if litigation is commenced) incurred by the OWNER in enforcing the provisions of this ' Bond. The CONTRACTOR hereby agrees that the CONTRACTOR'S obligation to perform the required work is ' not limited to the amount of funds held by the Surety.This bond is ii•revocable and cannot be canceled by the Surety or the CONTRACTOR. ' This bond shall remain in full force and effect for a period of one(1)year following final acceptance of the project by the City,and until the bond is released in writing hy the OWNER at the written request of the Surety or CONTRACTOR. ' IN WITIVESS WHEREOF,we have hereunder set oi�r hands and seals this 31 st day of March 2016. ' (SEAL) ($Et�l.l um in 8�Construction Inc este National M al Insurance Company NT CTOR) Su ety) - � ; ' By: gy; � '�l` , �C.�� ignature and S (Signat e 3I1CI SEAL� Jenifer M.McCormick, ornay in fiact. ' (SEAL AND NOTARIAL ACKNOWLEDGEMENT OF SURETl� ' Western National Mutual Insurance Address of Surety to which all notices shall be sent: Company 10851 N Black Canyon Hwy,Suite 630 � Phoenix,AZ 85029 Western Nahonal Mutual Insurance Address of Surety for service of process: Company ' (must be a physical address) 10857 N Black Canyon Hwy,Swte 630 Phoenix,AZ 85029 ' ' ' ' Cin•ojBrenrerron Februtu7�?016 ' 1016 Sex•er RehaGilrrnrron CF-10 ' ' ' ' PAYMENT BOND (page 1 of 2) Bond Number: 29143 ' KNOW ALL MEN BY THESE PRESENTS, That Columbia Pumpinq &Construction Inc as CONTRACTOR, ' and Western National Mutual Insurance Company as Surety, are held and firmly bound unto City of Bremerton hereinafter called "QWNER,"in the sum of Five Hundred Nine Thousand Seven Hundred Forty Eight and 89/100 ' ,�$509 748.891 dollars, for the payment of which sum,well and truly to be made,we bind ourselves,our heirs,executors, , administrators,successors,and assigns,jointly and severally,firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH,that said CONTRACTOR has been awarded and is ' about to enter into the annexed CONTRACT with said OWNER to perform the WORK as specified nr indicated in the Contract Documents entitled"City of Bremerton,Department of Public Works and Utilities,Bremerton�Washington,2016 Sewer Rehabilitation";now,therefore, lf said CONTRACTOR,or subcontractor,fails to pay for any materials,equipment,or other supplies,or � for rental of same,used in connection with the performance of work contracted to be done,or for amounts due under applicable State law for any work or labor thereon,said Surety will pay for the same in an amount not exceeding the sum specified above,and,in the event suit is brought upon this , , bond,reasonable attorney's fees to be fixed by the court. Tliis bond shall inure to the benefit of any persons,companies,or corporations entided to file claims under applicable State law so as to give a ' right of action to the►n or their assigns in any suit brought upon this bond. PROVIDED,that any alterations in the WORK to be done or the materials to be furnished,or changes in the time of completion,which may be made pursuant to the terms of said Contract Documents,shall not in any way release said CONTRACTOR or said Surety thereunder,nor shall any extensions of time granted under the provisions of said Contract Documents release either said CONTRACTOR or said Surety,and notice of such alter•ations or extensions of the COAITRACT is hereby waived by said Surety. ', The obligation of the Surety shall include reimbursing the City of all costs and expenses,[including,but not limited to fee and charges of engineers,architects,attorneys,and other professionals,and court costs if litigation is commenced)incurred by the OWNER in enforcing the provisions of this Bond. ' 'i ! ' ' ' City nf Bremerdat Febrt�an•101G ' 10165eu•erRehabiliratirn� CF-II 1 ' , ' ' PAYMENT BOND (page 2 of 2) ' I[V WITNESS WHEREOF,we have hereunder set our hands and seals this 31st day � of March .2016. � ' Columbia Pumpinq &Construction Inc Western National M u I Insurance Company (CO TRA TOR) ( ur ty) �� B g . � , C:-`� , 1 Y� '�-�<---� gnature and SEA [Signatu alla SEAL) �eni°er ti1.McC�rmick,Attorrey in Fact i ' (SEAI.AN D NOTARIAL ACKNOWLEDGEMENT OF SURE'Tl� Western Nalional Mutual Insurance Address of Surety to which all norices shall Ue sent: comPa^Y ' 10857 N Black Canyon Hwy,Suite 630 oenix, j Western National Mutual Insurance ' Address of Surety for service of process: comPe^Y [must be a physical address) 70851 N Black Canyon Hwy,Suite 630 Phoenix,AZ 85029 ' ' ' ' ' ' �. ' ' , ' t END OF CONTRACT FORMS ' �. 1 Ciri•ojBremerron Febi7ran�?Q16 � ' 1816 Sei�•tr Rehub�liration CFt�� ' `� W68TlRN NATIONAL ' mKwr�.e�y�rv POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS. That Western National Mutual Insurance Company, a Minnesota mutual insurance company, does ' make, COI1StltUt@ 211d 2ppOlflt: .lames S Ewald,Jenifer M McCormick,Tina D.DeHut,Sherri L.Dannat Elliott,Powell,Baden 8 Baker,Inc (Agency Code#9456) Its true and lawful Attorney(s)-in-Fact, with full power and authority for and on behalf of the Company as surety, to execute and deliver and affix the seal of the Company thereto (if a seal is required) bond, undertakings recognizances or other written obligations in the nature thereof, (other ' than bail bonds, bank depository bonds, mortgage deficiency bonds, mortgage guaranty bonds, guarantees of installment paper and note guaranty bonds, self-insurance workers compensation bonds guaranteeing payment of benefits, hazardous waste remediation bonds or black lung bonds),as follows: ' Seven Million Five Hundred Thousand and 00/100($7,500,000) for an All written instruments in an amount not to exceed an aggregate of Y single obligation, regardless of the number of instruments issued for the obligation. and to bind Western National Mutual Insurance Company thereby, and all of the acts of said Attorneys-in-Fact, pursuant to these presents, are tratified and confirmed. This appointment is made under and by authority of the board of directors at a meeting held on September 28, 2010. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the board of directors of Western National Mutual Insurance Company on September 28, 2010: RESOLVED that the president, any vice president, or assistant vice president in conjunction with the secretary or any assistant secretary, t may appoint attorneys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case, for and on behalf of the company to execute and deliver and affix the seal of the Company to bonds, undertakings, recognizances, and suretyship obligations of all kinds, and said officers may remove any such attorney-in-fact or agent and revoke any Power of Attorney previously granted to such person. t RESOLVED FURTHER that any bond, undertaking, recognizance, or suretyship obligation shall be valid and binding upon the Company (i) when signed by the president, any vice president or assistant vice president, and attested and sealed (if a seal be required) by any secretary or assistant secretary; or (ii) when signed by the president, any vice president or assistant vice president, secretary or assistant secretary, and countersigned and ' sealed(if a seal be required)by a duly authorized attorney-in-fact or agent; or (iii) when duly executed and sealed (if a seal be required)by one or more attorneys-in-fact or agents pursuant to and within the limits of the authoriry evidenced by the Power of Attorney issued by the Company to such person or persons. RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power , of Attorney or certification thereof authonzing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligations of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF, Western National Mutual Insurance Company has caused these presents to be signed by its proper officer and its corporate seal to be affixed this 16th day of December , 2015. ' � •��ON�MUTG•, ,� 'µvo'r�r��C�i `'��•� e�:Z: l� ;W;SEAL;b: , :rs,�''��:�: �� .,,�;• �a�,• ..;. Jon R. Hebeisen, Secretary Larry A. Byers, Sr. Vice President ' STATE OF MINNESOTA,COUNTY OF DAKOTA On this 16th day of December. 2015, personally came before me,Jon R. Hebeisen and Larry A. Byers and to me known to be the ' individuals and officers of the Western National Mutual Insurance Company who executed the above instrument,and they each acknowledged the execution of the same,and being by me duly sworn,did severally dispose and say;that they are the said officers of the corporation aforesaid,and that the seal affixed to the above instrument is the seal of the corporation, and that said corporate seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authonty of the board of directors of said corporation IJENNIFER A YOUNG ,�„�„u�G.� � � NOTARIf PUBUC-MIMIESOTA � ��a»�� JenniferA. Young, Notary Public ' My commission expires Januarv 31.2021 CERTIFICATE I, the undersigned, assistant secretary of the Western National Mutual Insurance Company, a Minnesota corporation, CERTlFY that the foregoing , and attached Power of Attorney remains m full force and has not been revoked; and furthermore, that the Resolutions of the�aard,cf directors set forth in the Power of Attorney,are now in force. , , „ •'��aPl M(�..:., �•cP�pPOR,v'�9�i'. : .Z: N� =��SEAL��: 1 9.�� .��--:��y��a��:= Signed and sealed at the City of Edina, MN this'i day of�+�_,�� Jennifer A.Young,Assistant Secretary �*� 1 � � � i � � � � � � � � � � _ _ _ _ � _ �i\;� _'..: �:> i':�'�J ,-----------...--- ---=----�-; - --, i Kan't Kopy'K2 � Kan't Kopy"K2 I I �--------- --�-�---- Prescription Paper I � Prescription Paper I � � ' • Hulden Pantognph . � I • Hidden Pantograph i • Color Match I j • Color Match I • Artifival Wa!ermark � I • Artifival4Natermark � � • Anti-Copy Coin Rub ' j • AntrCopy Coin Rub I i • Security Features Box � � • Securny Features Box I � • Therinochromir,Ink � I • Thermochromic Ink j • Erasurc Protection � � , Erasure Protection ' ' • UY FibCr Glow ' � I I i • UV f-iber Glow � I • UV Paper Dull � • UV Paper Dull • Tamper P.lert � i • Tamper Alert i I� � P • 7oncr Grip • Toner Gri Micropnnt Protetuon I � • Micropnnt ProtecUon j I • Aad Free . ! Aad Free L_._.__'___.'___'__.'_._______� `_______.___�._-._._,__.____J I� �� \\'7 . ._ .�'`.•.�.. �"""""'_""_"'_'""_'""'..'_"_'_ ' -� '_'__'____"___"_"_'___� I Kan't Kopy''K2 ' j Kan't Kopy"K2 I Prescription Paper � � ; Prescription Paper i � � i , •,:�.:.;,.. i • Hidden Pantograph i � ,• 'liidden Pantdgsaph � • Color Ma[ch I ' � _ I I � Arufival Wat;rmark � ; • `CololFdiatF:h� � • AntrCo CoinRub I � �� 9r�iticPai'A:3term�;k i � PY I.�.; .'' An�+-ConyCoinRub; i Security Featur?s Box � � .'�'=5e�urity Features 3ox I � • Thermochromic Ink � -� � � : The�moclvomic Ink � • ErasureProtection I � ��• • Era'surePeotecuon j • i • UV Fiber Glow � �• � � ._ . UV Fiber Glow I j • UV Paper Oull ' • `i� �• -. UV Paper Dull � � • 1�ampe�Alcrt � �;� � .� TamperAlert •' i . i • TonerGrip � �., ',• TonerGiip � . • P.licroprmt Prorectron i I .'Aliuoprmt Protecuon � � • Aac1 Free � � I ��• Acid Free � i � �_'________",_._____'_"_.__'_._ L_`.�____'-__.-___'_'..._._'____'___' � � _.' , PART II -� AMENDMENTS TO THE STANDARD SPECIFICATIONS � � , .' � � . ' � � � � 1 .� �i 1 � 1 INTRO.AP1 � 2 INTRODUCTION 3 The following Amendments and Special Provisions shall be used in conjunction with the 4 2016 Standard Specifications for Road, Bridge, and Municipal Construction. � 5 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' 7 8 The following Amendments to the Standard Specifications are made a part of this contract 9 and supersede any conflicting provisions of the Standard Specifications. For informational 10 purposes, the date following each Amendment title indicates the implementation date of the � 11 Amendment or the latest date of revision. 12 13 Each Amendment contains all current revisions to the applicable section of the Standard � 14 Specifications and may include references which do not apply to this particular project. 15 16 1-06.AP1 � 17 Section 1-06, Control of Material 18 January 4, 2016 , 19 This section is supplemented with the following new section and subsections: 20 1 21 1-06.6 Recycled Materials 22 The Contractor shall make their best effort to utilize recycled materials in the 23 construction of the project; the use of recycled concrete aggregate as specified in 24 Section 1-06.6(1)A is a requirement of the Contract. � 25 26 The Contractor shall submit a Recycled Material Utilization Plan as a Type 1 Working 27 Drawing within 30 calendar days after the Contract is executed. The plan shall provide � 28 the Contractor's anticipated usage of recycled materials for meeting the requirements of 29 these Specifications. The quantity of recycled materials will be provided in tons and as 30 a percentage of the Plan quantity for each material listed in Section 9-03.21(1)E Table � 31 on Maximum Allowable Percent (By Weight) of Recycled Material. When a Contract 32 does not include Work that requires the use of a material that is included in the 33 requirements for using materials the Contractor may state in their plan that no recycled � 34 materials are proposed for use. 35 36 Prior to Physical Completion the Contractor shall report the quantity of recycled ' 37 materials that were utilized in the construction of the project for each of the items listed 38 in Section 9-03.21. The report shall include hot mix asphalt, recycled concrete 39 aggregate, recycled glass, steel furnace slag and other recycled materials (e.g. 40 utilization of on-site material and aggregates from concrete returned to the supplier). � 41 The Contractor's report shall be provided on DOT Form 350-075 Recycled Materials 42 Reporting. 43 � 44 1-06.6(1) Recycling of Aggregate and Concrete Materials 45 46 1-06.6(1)A General � 47 The minimum quantity of recycled concrete aggregate shall be 25 percent of the total 48 quantity of aggregate that is incorporated into the Contract for those items listed in ' , AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/4H 6 1 Section 9-03.21(1)E Table on Maximum Allowable Percent (By Weight) of Recycled � 2 Material that allow the use of recycled concrete aggregate. The percentage of recycled 3 material incorporated into the project for meeting the required percentage will be � 4 calculated in tons based on the quantity of recycled concrete used on the entire 5 Contract and not as individual items. 6 �7 If the Contractor's total cost for Work with recycled concrete aggregate is greater than 8 without the Contractor may choose to not use recycled concrete aggregate. When the 9 Contractor does not meet the minimum requirement of 25 percent recycled concrete ' 10 aggregate for the Contract due to costs or any other reason the following shall be 11 submitted: 12 '13 1. A cost estimate for each material listed in Section 9-03.21(1)E that is utilized 14 on the Contract. The cost estimate shall include the following. 15 16 a. The estimated costs for the Work for each material with 25 percent � 17 recycled concrete aggregate. The cost estimate shall include for each 18 material a copy of the price quote from the supplier with the lowest total 19 cost for the Work. � 20 21 b. The estimated costs for the Work for each material without recycled 22 concrete aggregate. � 23 24 The Contractor's cost estimates shall be submitted as an attachment to the Recycled 25 Materials Reporting form. -- --. —. 26— ---- -— --. — —_ — --- — — -- ---- --- —— ----.. __. 27 1-07.AP1 28 Section 1-07, Legal Relations and Responsibilities to the Public � 29 January 4, 2016 30 1-07.1 Laws to be Observed ' 31 In the second to last sentence of the third paragraph, "WSDOT" is revised to read 32 "Contracting Agency". 33 �34 1-08.AP1 � 35 Section 1-08, Prosecution and Progress � 36 January 4, 2016 37 1-08.1(1) Prompt Payment, Subcontract Completion and Return of Retainage � 38 Withheld 39 In item number 5 of the first paragraph, "WSDOT" is revised to read "Contracting Agency". 40 �41 5-02.AP5 42 Section 5-02, Bituminous Surface Treatment , 43 January 4, 2016 44 5-02.3(2) Preparation of Roadway Surface , 45 This section is supplemented with the following new subsection: � AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK � Revised: 1!4/16 � 1 2 5-02.3(2)E Crack Sealing � 3 Where shown in the Plans, seal cracks and joints in the pavement in accordance with 4 Section 5-04.3(5)C. 5 �. 6 5-04.AP5 7 Section 5-04, Hot Mix Asphalt , 8 January 4, 2016 9 5-04.2 Materials , 10 The first paragraph is supplemented with the following new items: 11 12 Hot Poured Sealant 9-04.2(1)A , 13 Sand Slurry 9-04.2(1)B 14 15 This section is supplemented with the following new paragraph: � 16 17 The requirements of Section 1-06.6 do not apply to the portland cement and fine 18 aggregate used in sand slurry. 19 � 20 5-04.3(5)C Crack Sealing 21 This section's content is deleted and replaced with the following new subsections: 22 , 23 5-04.3(5)C1 General 24 When the Proposal includes a pay item for crack sealing, all cracks and joints '/4 inch in 25 width and greater shall be sealed. Cracks and joints shall be thoroughly clean, dry and i � 26 free of all loose and foreign material when filled with crack sealant material. Immediately 27 prior to filling a crack or joint with the sealant material a hot air lance shall be used to � 28 dry and warm the pavement surfaces within the crack or joint. Pavement shall not be � ' 29 overheated and direct flame dryers shall not be used. Routing cracks and joints is not 30 required. 31 � 32 Where cracks and joints are to be filled with sand slurry thoroughly mix the components 33 and pour the mixture into the cracks and joints until full. Additional CSS-1 emulsified 34 asphalt may be added to the sand slurry as needed for the mixture to be workable to 35 completely fill the crack or joint. Strike off the sand slurry flush with the existing � 36 pavement surface and allow the mixture to cure. Cracks or joints that were not 37 completely filled shall be topped off with additional sand slurry. Do not place the HMA 38 overlay until the slurry has fully cured. � 39 40 Where cracks and joints are to be filled with hot poured sealant the material shall be 41 applied in accordance with these requirements and the manufacturer's � 42 recommendations. The manufacturer's recommendations shall be furnished to the 43 Engineer prior to the start of work and shall include recommended heating time and 44 temperatures, allowable storage time and temperatures after initial heating, allowable , 45 reheating criteria, and application temperature range. 46 47 Crack sealing with hot poured sealants shall be controlled to confine the material within , 48 the crack or joint. Any overflow of sealant shall be cleaned from the pavement surface. 49 If, in the opinion of the Engineer, the Contractor's method of sealing the cracks and 50 joints with hot poured sealant results in an excessive amount of material on the � ' AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/4116 1 pavement surFace, the operation shall be stopped and corrected to eliminate the excess � 2 material. 3 �4 5-04.3(5)C2 Crack Sealing Areas Prior to Paving 5 In areas where HMA will be placed the cracks and joints shall be filled with sand slurry. 6 �7 5-04.3(5)C3 Crack Sealing Areas Not to be Paved 8 In areas where HMA will not be placed the cracks and joints shall be filled as follows: 9 ,10 1. Cracks '/4 inch to 1 inch in width shall be filled with hot poured sealant. 11 12 2. Cracks and joints greater than 1 inch in width shall be filled with sand slurry. , 13 14 5-04.3(5)C4 Crack Sealing Areas Prior to a Bituminous Surface Treatment 15 In areas where a BST will be placed the cracks and joints shall be filled per Section 5- 16 04.3(5)C3. , 17 18 5-04.4 Measurement 19 The following new paragraph is inserted after the third paragraph: e 20 21 Crack Sealing-LF will be measured by the linear foot along the line of the crack. 22 �23 5-04.5 Payment 24 The Bid item "Crack Sealing" is revised to read "Crack Sealing-FA". 25 26 The following is inserted-after the paragraph following-the-Bid item "Crack Sealing-FA", by A - 27 force account (after the preceding Amendment is applied): 28 �29 "Crack Sealing-LF", per linear foot. 30 The unit Contract price per linear foot for "Crack Sealing-LF" shall be full payment for all 31 costs incurred to perform the Work described in Section 5-04.3(5)C. � 32 33 6-02.AP6 34 Section 6-02, Concrete Structures � 35 January 4, 2016 36 6-02.3(2)A�1 Contractor Mix Design for Concrete Class 4000D a 37 The following new sentence is inserted after the second sentence of the last paragraph: 38 39 Mix designs using shrinkage reducing admixture shall state the specific quantity � 40 required. 41 42 The following new sentence is inserted before the last sentence of the last paragraph: � 43 44 Testing samples of mixes using shrinkage reducing admixture shall use the admixture 45 amount specified in the mix design submittal. � 46 47 6-02.3(26)D2 Test Block Dimensions 48 The first sentence is revised to read: ' 49 � AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK a Revised: 1/4/16 , 1 The dimensions of the test block perpendicular to the tendon in each direction shall be 2 the smaller of twice the minimum edge distance or the minimum spacing specified by � 3 the special anchorage device manufacturer, with the stipulation that the concrete cover 4 over any confining reinforcing steel or supplementary skin reinforcement shall be 5 appropriate for the project-specific application and circumstances. � 6 7 6-14.AP6 ' 8 Section 6-14, Geosynthetic Retaining Walls 9 January 4, 2016 10 6-14.5 Payment � 11 The bid item "Concrete Fascia Panel", per square foot, and the paragraph following this bid 12 item are revised to read: � 13 14 "Concrete Fascia Panel For Geosynthetic Wall", per square foot. 15 16 All costs in connection with constructing the concrete fascia panels as specified shall be � 17 included in the unit Contract price per square foot for "Concrete Fascia Panel For 18 Geosynthetic Wall", including all steel reinforcing bars, premolded joint filler, 19 polyethylene bond breaker strip, joint sealant, PVC pipe for weep holes, exterior surface � 20 finish, and pigmented sealer (when specified), constructing and placing the concrete 21 footing, edge beam, anchor beam, anchor rod assembly, and backfill. 22 • , 23 6-19.AP6 24 Section 6-19, Shafts � � 25 January 4, 2016 26 6-19.4 Measurement ' 27 The first paragraph is revised to read: � 28 29 Soil excavation for shaft, including haul, will be measured by the cubic yards of shaft � 30 excavated. The cubic yards will be computed using the shaft diameter, top of shaft 31 elevation and bottom of shaft elevation shown in the Plans, less all rock excavation 32 measured as specified for rock excavation. Excavation between the existing ground 33 line and the top of shaft elevation is considered incidental to soil excavation for shaft � 34 and will not be measured. 35 36 The second paragraph is deleted. � 37 38 6-19.5 Payment 39 The paragraph following the bid item "Soil Excavation For Shaft Including Haul", per cubic � 40 yard is revised to read: 41 42 The unit Contract price per cubic yard for "Soil Excavation For Shaft Including Haul" I , 43 shall be full pay for perForming the work as specified, including all costs in connection 44 with furnishing, mixing, placing, maintaining, containing, collecting, and disposing of all 45 mineral, synthetic, and water slurry, and disposing of groundwater collected by the shaft � 46 excavation, and the incidental excavation of soils between the top of shaft elevation 47 shown in the Plans and the existing ground line. 48 � , AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK Revised: 1/4N 6 1 8-01.AP8 � 2 Section 8-01, Erosion Control and Water Pollution Control ' 3 January 4, 2016 � 4 8-01.2 Materials � 5 This section is supplemented with the following new paragraph: 6 7 Recycled concrete, in any form, shall not be used for any Work defined in Section 8-01. , 8 9 8-10.AP8 . 10 Section 8-10, Guide Posts , 11 January 4, 2016 12 8-10.3 Construction Requirements , 13 The last sentence of the second paragraph is deleted. 14 �15 8-a�.AP8 16 Section 8-22, Pavement Marking 17 January 4, 2016 � 18 8-22.4 Measurement 19 The first two sentences of the fourth paragraph are revised to read: 20. _ 21 The measurement for "Painted Wide Lane Line", "Plastic Wide Lane Line", "Profiled 22 Plastic Wide Lane Line", "Painted Barrier Center Line", "Plastic Barrier Center Line", � 23 "Painted Stop Line", "Plastic Stop Line", "Painted Wide Dotted Entry Line", or "Plastic 24 Wide Dotted Entry Line" will be based on the total length of each painted, plastic or 25 profiled plastic line installed. No deduction will be made for the unmarked area when the ' 26 marking includes a broken line such as, wide broken lane line, drop lane line, wide 27 dotted lane line or wide dotted entry line. 28 �29 8-22.5 Payment 30 The following two new Bid items are inserted after the Bid item "Plastic Crosshatch Marking", 31 per linear foot: � 32 33 "Painted Wide Dotted Entry Line", per linear foot. 34 , 35 "Plastic Wide Dotted Entry Line", per linear foot. 36 37 9-03.AP9 38 Section 9-03, Aggregates , 39 January 4, 2016 40 9-03.21(1)B Concrete Rubble , 41 This section, including title, is revised to read: 42 , � AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK a Revised: 1/4/16 � 1 9-03.21(1)B Recycled Concrete Aggregate 2 Recycled concrete aggregates are coarse and fine aggregates manufactured from � 3 hardened concrete mixtures. 4 5 Recycled concrete, in any form, shall not be placed below the ordinary high water mark � 6 of any water of the State. 7 8 9-04.AP9 , 9 Section 9-04, Joint and Crack Sealing Materials 10 January 4, 2016 � 11 9-04.2(1) Hot Poured Joint Sealants 12 This section's content is deleted and replaced with the following new subsections: � 13 14 9-04.2(1)A Hot Poured Sealant 15 Hot poured sealant shall be sampled in accordance with ASTM D5167 and tested in 16 accordance with ASTM D5329. Hot poured sealant shall have a minimum Cleveland � 17 Open Cup Flash Point of 205°C in accordance with AASHTO T 48. 18 19 9-04.2(1)A1 Hot Poured Sealant for Cement Concrete Pavement � 20 Hot poured sealant for cement concrete pavement shall meet the requirements of 21 ASTM D6690 Type IV, except for the following: 22 1 23 1. The Cone Penetration at 25°C shall be 130 maximum. 24 25 2. The extension for the Bond, non-immersed, shall be 100 percent. � 26 � ;. 27 9-04.2(1)A2 Hot Poured Sealant for Bituminous Pavement 28 Hot poured sealant for bituminous pavement shall meet the requirements of ASTM ' 29 D6690 Type II. i 30 31 9-04.2(1)B Sand Slurry for Bituminous Pavement 32 Sand slurry is mixture consisting of the following components measured by total weight: � 33 34 1. Twenty percent CSS-1 emulsified asphalt, 35 � 36 2. Two percent portland cement, and 37 38 3. Seventy-eight percent fine aggregate meeting the requirements of 9-03.1(2)B � 39 Class 2. Fine aggregate may be damp (no free water). 40 41 9-07.AP9 , 42 Section 9-07, Reinforcing Steel 43 January 4, 2016 , 44 9-07.1(1)A Acceptance of Materials 45 The first sentence of the first paragraph is revised to read: � 46 � AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK ' Revised: 1/4/16 1 Reinforcing steel rebar manufacturers shall comply with the National Transportation � 2 Product Evaluation Program (NTPEP) Work Plan for Reinforcing Steel (rebar) 3 Manufacturers. 1 4 5 The first sentence of the second paragraph is revised to read: 6 ,7 Steel reinforcing bar manufacturers use either English or a Metric size designation while 8 stamping rebar. ' � � � a � . � t � 0 r � � � � AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK � Revised: 1/4/16 � � ' � PART III ' SPECIAL PROVISIONS � , ' ' � i 1 1 1 i 1 1 1 1 1 � SPECIAL PROVISIOIVS-TABLE OF CONTENTS INTRODUCTION TO THE SPECIAL PROVISIONS..........................................................................................3 ' DIVISION 1 GENERAL REQUIREMENTS..................................................................................................4 1-01 DEFINITIONS AND TERMS.................................................................................................................................4 ' 1-01.3 Definitions........................................................................................................................................................ 4 1-02 BID PROCEDURES AND CONDIT[ONS ........................................................................................................... 6 , 1-02.1 Prequalification of Bidders........................................................................................................................ 6 1-02.2 Plans and Specifications.....................:........................................................................................................ 7 1-02.4 Examination of Plans, Specifications,and Site of Work................................................................. 7 � 1-02.5 Proposal Forms............................................................................................................................................... 8 1-02.6 Preparation of Proposal.............................................................................................................................. 8 1-02.7 Bid Deposit..........................................................:............................................................................................ 9 ' 1-02.9 Delivery of Proposal...................................................................................................................................10 1-02.10 Withdrawing, Revising of Supplementary Proposal..................................................................10 1-02.11 Combination and Multiple Proposals...............................................................................................10 ' 1-02.13 Irregular Proposals..................................................................................................................................10 1-02.14 Disqualification of Bidders....................................................................................................................11 1-02.15 Pre-Award [nformation..........................................................................................................................11 , 1-02.16 Addenda and Interpretations of Bid Documents..........................................................................12 1-03 AWARD AND EXECUTION OF THE CONTRACT.......................................................................................12 , 1-03.3 Execution of Contract.................................................................................................................................12 1-03.4 Contract Bond...............................................................................................................................................12 1-03.7 Judicial Review..............................................................................................................................................13 , 1-04 SCOPE OF THE WORK.........................................................................................................................................13 1-04.2 Coordination of Contract Documents, Plans, Special Provisions, Specifications,and Addenda..................................................................................................................................................13 ' 1-04.4 Changes............................................................................................................................................................14 1-04.6 Variation in Estimated Quantities.........................................................................................................15 � 1-05 CONTROL OF WORK............................................................................................................................................15 1-05.2 Authority of Assistants and Inspectors...............................................................................................15 1-05.5 Submittals.................................................................................................................................................15 ' 1-05.7 Removal of Defective and Unauthorized Work.........................................................................19 1-05.11 Final Inspection.........................................................................................................................................20 1-05.13 Superintendents, Labor and Equipment of Contractor.............................................................21 , 1-05.15 Method of Serving Notices....................................................................................................................21 1-05.16 Water and Power......................................................................................................................................22 1-05.17 Oral Agreements........................................................................................................................................22 ' 1-06 CONTROL OF MATERIAL..................................................................................................................................23 1-06.4 Handling and Storing Materials.............................................................................................................23 � 1-07 LEGAL RELATIONS AND RESPONSIBIL[TIES TO THE PUBLIC.........................................................23 1-07.1 Laws to be Observed.............................................................................................................................23 1-07.2 Sales Tax..........................................................................................................................................................24 � City of Bremerton Fe6ruary 2016 ' ZO16 Sewer•Rehabilitation SP-1 � 1-07.5 Environmental Regulations...............................................................................................................25 � 1-07.6 Permits and Licenses..................................................................................................................................25 1-07.17 Utilities and Similar Facilities..............................................................................................................26 , 1-07.18 Public Liability and Property Damage Insurance........................................................................29 1-07.18 Insurance......................................................................................................................................................29 1-07.23 Public Convenience and Safety.........................................................................................................32 � 1-07.24 Rights of Way...........................................................................................................................................33 1-08 PROSECTION AND PROGRESS.......................................................................................................34 1-08.0 Preliminary Matters................................................................................................................ 1 ....................3 4 1-08.1 Subcontracting..............................................................................................................................................35 1-08.3 Progress Schedule..................................................................................................................................36 , 1-08.4 Notice to Proceed..................................................................................................................................36 1-08.5 Time of Completion..............................................................................................................................37 1-08.9 Liquidated Damages.............................................................................................................................37 1-09 MEASUREMENT AND PAYMENT.................................................................................................37 e 1-09.6 Force Account..........................................................................................................................................38 1-09.7 Mobilization....................................................................................................................................................39 Q 1-09.8 Payment for Material on Hand...............................................................................................................39 1-09.9 Payments...................................................................................................................................................40 1-09.11 Disputes and Claims..............................................................................................................................40 �. _ _ -- _ 1-10.. TEMPORARY TRAFFIC CONTROL................................................................................................41 1-10.1 General.......................................................................................................................................................41 � 1-10.2 Traffic Control Management.............................................................................................................42 1-10.3 Traffic Control Labor, Procedures and Devices.........................................................................43 1-10.4 Measu►-ement...........................................................................................................................................44 , 1-10.5 Payment.....................................................................................................................................................44 DIV[SION 7 DRAINAGE STRUCTURES,STORM SEWERS,SANITARY SEWERS,WATER , MAINSAND CONDUITS.......................................................................................................................................46 7-08 GENERAL PIPE INSTALLAT[ON REQUIREMENTS.................................................................46 7-08.4 Measurement..................................................................................................................................................48 a 7-08.5 Payment............................................................................................................................................................48 7-20 PIPE PRE-INSTALLATION CLEANING, INSPECTION AND ASSESSMENT....................49 7-20.1 Description......................................................................................................................................................49 � 7-20.3 Construction Requirements.....................................................................................................................49 , 7-20.4 Measurement..................................................................................................................................................54 7-20.5 Payment............................................................................................................................................................54 7-21 CURE-IN-PLACE PIPE (CIPP) REHABIL[TATION (New Section).....................................55 ' 7-21.1 Description......................................................................................................................................................55 7•21.2 Materials...........................................................................................................................................................57 7-21.3 Construction Reyuirements.....................................................................................................................61 ' , 7-21.4 Measurement..................................................................................................................................................67 j 7-21.5 Payment............................................................................................................................................................67 , Crty of Bremerton Februnry 2016 2016 Sewer Rehab�litation Sp Z a ' � INTRODUCTION TO THE SPECIAL PROVISIONS � (August 14,2013 APWA GSP) , The work on this project shall be accomplished in accordance with the Standard Speci�cations for Road, Bridge and Municipal Construction, 2016 edition,as issued by the Washington State Department of Transportation (WSDOT) and the American Public Works Association (APWA), � Washington State Chapter (hereafter "Standard Specifications"). The Standard Specifications, as modified or supplemented by the Amendments to the Standard Specifications and these Special Provisions,all of which are made a part of the Contract Documents,shall govern all of the Work. � These Special Provisions are made up of both General Special Provisions (GSPs) from various sources,which may have project-specific fill-ins; and project-specific Special Provisions. Each ' Provision either supplements, modifies, or replaces the comparable Standard Specification, or is a new Provision. The deletion,amendment,alteration, or addition to any subsection or portion of the Standard Specifications is meant to pertain only to that particular portion of the section,and in no way should it be interpreted that the balance of the section does not apply. � The project-specific Special Provisions are not labeled as such. The GSPs are labeled under the headers of each GSP,with the effective date of the GSP and its source. For example: . ' (March 8,2013 APWA GSP) (April 1,2013 WSDOT GSP) � (City of Bremerton GSP) - (City of Bremerton GSP, New Section) � Also incorporated into the Contract Documents by reference are: ' Manual on Uniform Traf�c Control Devices for Streets and Highways, currently adopted edition,with Washington State modifications,if any Standard Plans for Road, Bridge and Municipal Construction,WSDOT/APWA, current edition , City of Bremerton Public Works and Utilities Standards Contractor shall obtain copies of these publications,at Contractor's own expense. ' , ' ' ' Ciry of Bremerton February 2016 ' 2016 Sewer Rehabilitation SP-3 � , DIVISION 1 GENERAL REQUIREMENTS 1-01 DEFINITIONS AND TERMS , 1-01.3 Definitions ' (City of Bremerton GSP) Delete the definitions for"Completion Dates,""Contract"and "Contracting Agency." '� This Section is supplemented with the following: All references in the Standard Specifications to the terms "State," "Department of ' Transportation,""Washington State Transportation Commission," "Commission," "Governor," "Secretary of Transportation," "Secretary,""Headquarters," and "State Treasurer"shall be revised to read "Contracting Agency." e All references to"State Materials Laboratory" shall be revised to read "Contracting Agency designated location." � The venue of all causes of action arising from the Call for Bids,Award,execution, and performance of the Contract shall be in the Superior Court of the County where the � Contracting Agency's headquarters are located. Additive � A supplemental unit of work or group of bid items,identified separately in the Proposal, which may,at the discretion of the Contracting Agency,be awarded in addition to the base bid. , Alternate One of two or more units of work or groups of bid items,identified separately in the ' Proposal, from which the Contracting Agency may make a choice between different methods or material of construction for performing the same work. Business Day � A business day is any day from Monday through Friday,except holidays as listed in Section 1-08.5. Ci ' ty The word "City" shall mean the City of Bremerton,WA. Contract � The written agreement between the Contracting Agency and the Contractor. It describes, among other things: , 1. What work will be done,and by when; 2. Who provides labor and materials; and � 3. How the Contractor will be paid. The Contract includes the Contract (Agreement) form, bidder's completed Proposal Form, ' C�ry of Bremerton February 2016 2016 Sewer Rehabilitat�on Sp q a � � all required certificates and affidavits, performance and payment bonds,the most current published version of the Standard Specifications for Road, Bridge and Municipal ' Construction and amendments thereto, Contract Provisions, Contract Plans, Standard Plans, addenda and change orders. ' Contract Documents See definition for"Contract." Contract Time ;t The period of time established by the terms and conditions of the contract within which the work must be completed. � Contracting Agency (Owner) Agency of Government that is responsible for the execution and administration of the , Contract. In this case,the Agency of Government (Owner) is the City of Bremerton,WA. Dates � Bid Opening Date The date on which the Contracting Agency publicly opens and reads the bids. ' Award Date The date of the formal decision of the Contracting Agency to accept the lowest ; responsible and responsive bidder for the Work. � Contract Execution Date . , The date when both the Contractor and the Contracting Agency have signed the , . ' Agreement,binding themselves to the Contract. Notice to Proceed Date , The date stated in the Notice to Proceed on which the Contract time begins. Substantial Completion Date ' The day the Engineer determines the Contracting Agency has full and unrestricted use and benefit of the facilities,both from the operational and safety standpoint,any remaining traffic disruptions will be rare and brief,and only minor incidental work, ' replacement of temporary substitute facilities, plant establishment periods or correction or repair remains for the physical completion of the total Contract. Final Completion Date ' The day all of the Work is physically completed on the project, including demobilization and site restoration. The Engineer has received from the Contractor record drawings, operation and maintenance manuals, manufacturers'affidavits ' and warranties. Final Completion shall be obtained no more than 30 days from the Substantial Complete date unless an extension is granted by the Owner. Final payment will be withheld until Final Completion is obtained. , Force Account Work ' Additional work that may be required because of City-directed changes in the work, I City of Bremerton February 2016 ' 2016 Sewer Rehabilitation SP-5 � differing site conditions,emergencies or other reasons that the Engineer determines is not � included in the Contract unit prices, and for which payment is to be determined as required by Sections 1-04 and 1-09 of this Contract. Force Account Work shall be authorized only by , written Work Change Directive issued by the Engineer. Imported Material ' Materials obtained from sources outside the project site that are not furnished by the City. Materials excavated from anywhere on the project or from designated borrow areas,or that are furnished by the City. , I Notice Inviting Bids See definition for"Call for Bids". All references to"Call for Bids" are replaced with"Notice 1 Inviting Bids." Notice of Award e The written notice from the Contracting Agency to the successful bidder signifying the Contracting Agencv s acceptance of the bid, Notice to Proceed � The written notice from the Contracting Agency or Engineer to the Contractor authorizing and directing the Contractor to proceed with the Work and establishing the date on which the Contract time begins. Traffic Both vehicular and non-vehicular traffic, such as pedestrians,bicyclists,wheelchairs,and � equestrian traffic. Work Change Directive , A written order issued by the Engineer directing a change in the design,specifications, quantities, materials or methods of the work. A Work Change Directive may, or may not, alter the Contract Price or Contract Time. Work Change Directives that increase the overall 1 Contract Price or Contract Times will be aggregated and executed as a formal Change Order. 1-OZ BID PROCEDURES AND CONDITIONS 0 1-02.1 Prequalification of Bidders ' Delete this Section and replace it with the following: 1-02.1 Qualifications of Bidder ' Qanuary 24,2011 APWA GSP) Before award of a public works contract, a bidder must meet at least the minimum ' qualifications of RCW 39.04.350(1) to be considered a responsible bidder and qualified to be awarded a public works project. 1 ' City of Bremerton February 2016 Z016 Sewer Reh�bilitation SP-6 a 1 � 1-02.2 Plans and Specifications (/une 27, 2011 APWA GSP) � Delete this Section and replace it with the following: , Information as to where Bid Documents can be obtained or reviewed can be found in the Call for Bids (Advertisement for Bids) for the work. � After award of the contract,plans and specifications will be issued to the Contractor at no ( cost as detailed below: � To Prime Contractor No.of Sets Basis of Distribution Reduced plans (11"x 17") 3 Furnished automatically u on award. ' Contract Provisions 3 Furnished automatically upon award. ' Large plans (e.g., 22" x 34") IVone Furnished only upon request. 1 Additional plans and Contract Provisions may be obtained by the Contractor from the � source stated in the Call for Bids,at the Contractor's own expense. ' 1-02.4 Examination of Plans S ecifications and Site of Work � p , ' 1-02.4(1) General � (City of Bremerton GSP) � � This Section is supplemented with the following: Contractor shall review the entire Contract to ensure that the completeness of their � Proposal includes all items of Work regardless of where shown in the Contract. Bidders are cautioned that alternate sources of information (copies of the Contract obtained from third parties) are not necessarily an accurate or complete representation of the Contract. Bidders ' shall use such information at their own risk. Videos have been completed for some of the mains. These videos are being made available ' as described in the Notice Inviting Bids. The City does not guarantee the accuracy or completeness of the videos. The videos are not part of the contract and for information purposes only. � 1-02.4(2) Subsurface Information (City of Bremerton GSP) I 1 Delete this Section and replace it with the following: � [f the Contracting Agency has made a subsurface investigation of the site of the proposed I ' I City of Bremerton Febrcrary 2016 ' 20]6 Sewer Rehabilitation SP-7 � Work,the boring log data and soil sample test data accumulated by the Contracting Agency � will be made available for inspection by the Bidders. However, the Contracting Agency makes no representation or warranty, expressed or implied,that: ' a. The Bidders' interpretations from the boring logs may be correct; b. Moisture conditions and indicated water tables will not vary from those found at the � time the borings were made; c. The ground at the location of the borings has not been physically disturbed or tj altered after the boring was made; and d. Conditions below the surface of the ground are consistent throughout the site with 1 the information made available hereunder, or that conditions to be encountered on the site are uniform or consistent with geological conditions usually encountered in e the area. The Contracting Agency makes no representations,guarantees, or warranties as to the condition, materials, or proportions of the materials between the specific borings, � regardless of any subsurface information the Contracting Agency may make available to the prospective Bidders. Bidders are solely responsible for making the necessary investigations to support and/or verify aliy conclusions or assumptions used in preparation of their bids. 1-02.5 Proposal Forms � (June 27,2011 APWA GSP) Delete this Section and replace it with the following: ' The Proposal Form will identify the project and its location and describe the work. It will also list estimated quantities, units of ineasurement,the items of work,and the materials to ' be furnished at the unit bid prices.The bidder shall complete spaces on the proposal form that call for,but are not limited to, unit prices; extensions; summations; the total bid amount; signatures; date; and,where applicable, retail sales taxes and acknowledgment of � addenda; the bidder's name, address, telephone number,and signature; the bidder's D/M/WBE commitment, if applicable; a State of Washington Contractor's Registration Number; and a Business License Number,if applicable. Bids shall be completed by typing or ' shall be printed in ink by hand, preferably in black ink.The required certifications are included as part of the Proposal Form. The Contracting Agency reserves the right to arrange the proposal forms with alternates ' and additives, if such be to the advantage of the Contracting Agency.The bidder shall bid on all alternates and additives set forth in the Proposal Form unless otherwise specified. 1-02.6 Preparation of Proposal , (City of Bremerton GSP) Supplement the second paragraph with the following: ' 4. If a minimum bid amount has been established for any item, the unit or lump sum , Ciry of Bremerton February 2016 2016 Sewer Rehabilitation Sp-g a ' � price must equal or exceed the minimum amount stated. ' S. Any correction to a bid made by interlineation,alteration,or erasure, shall be initialed by the signer of the bid. , Delete the last paragraph, and replace it with the following: All Proposals submitted shall, on their face, remain valid for a period of 60 days following ' the date of Bid opening. In the event of a conflict in this duration,which may appear � elsewhere in the Contract Provisions,the longest duration shall apply. � The Bidder's attention is directed to that portion of the Proposal which requires that the Bidder furnish information concerning its and proposed Subcontractors'experience with work of a similar nature, equipment to be used on this project,and general background information. Information which is incomplete, evasive,or of a general nature only, may be , considered as grounds for rejection of the Proposal. The Bidder shall make no stipulation on the Bid Form,nor qualify the bid in any manner. ' A bid by a corporation shall be executed in the corporate name, by the president or a vice president (or other corporate officer accompanied by evidence of authority to sign). � A bid by a partnership shall be executed in the partnership name,and signed by a partner.A copy of the partnership agreement shall be submitted with the Bid Form if any D/M/WBE requirements are to be satisfied through such an agreement. ' A bid by a joint venture shall be executed in the joint venture name and signed by a member � of the joint venture.A copy of the joint venture agreement shall be submitted with the Bid ' Form if any D/W/MBE requirements are to be satisfied through such an agreement. . ' 1-02.7 Bid Deposit (City of Bremerton GSP) ' Supplement this section with the following: Bid bonds shall contain the following: ' 1. Name of the project; 2. The Contracting Agency named as obligee; 3. The amount of the bid bond stated either as a dollar figure or as a percentage which 1 represents five percent of the maximum bid amount that could be awarded; 4. Signature of the bidder's officer empowered to sign official statements.The signature of the person authorized to submit the bid should agree with the signature on the bond, ' and the title of the person must accompany the said signature; 5. The signature of the surety's officer empowered to sign the bond and the power of ' attorney. The Bidder must use the bond form included in the contract. ' C�ry of Bremerton February 2016 ' 2016 Sewer Rehabilitation SP-9 ' 1-02.9 Delivery of Proposal � (City of Bremerton GSP) De/ete this section in its entirety and replace with the following: , Each proposal shall be submitted in a sealed envelope,with the Project Name as stated in ' the Notice Inviting Bids clearly marked on the outside of the envelope, or as otherwise , re uired in the Bid Documents to ensure ro er handlin and deliv r q . e P P g Y• The Contracting Agency will not open or consider any Bid Proposal, or any supplement to a 1� Proposal,that is received after the time specified in the Notice Inviting Bids for receipt of Bid Proposals, or received in a location other than that specified in the Notice Inviting Bids. ' E-mailed or faxed Proposals or supplements to a Proposal are not acceptable. 1-02.10 Withdrawing,Revising of Supplementary Proposal (Ciry of Bremerton GSP) e Delete the second, third and final paragraph of this section. � 1-02.11 Combination and Multiple Proposals (City of Bremerton GSP) Delete this Section in its entirety. � 1-02.13 prregular Proposals (City of Bremerton GSP) � Delete this section and replace it with the following: A proposal will be considered irregular and will be rejected if: , a. The Bidder is not prequalified when so required; b. The authorized proposal form furnished by the Contracting Agency is not used or is altered; � c. The completed proposal form contains any unauthorized additions,deletions,alternate Bids, or conditions; d. The Bidder adds provisions reserving the right to reject or accept the award, or enter into the Contract; � e. A price per unit cannot be determined from the Bid Proposal; f. The Proposal form is not properly executed; g. The Bidder fails to submit or properly complete a Subcontractor list, if applicable,as ' required in Section 1-02.6; h. The Bid Proposal does not constitute a definite and unqualified offer to meet the material terms of the Bid invitation; or ' i. More than one proposal is submitted for the same project from a Bidder under the same or different names. A proposal may be considered irregular and may be rejected if: 1 a. Proposal may be considered irregular and may be rejected if: b. The Proposal does not include a unit price for every Bid item; ' City of Bremerton February 2016 2016 Sewer Rehabrlitation SP-10 � 1 � c. Any of the unit prices are excessively unbalanced (either above or below the amount of a reasonable Bid) to the potential detriment of the Contracting Agency; ' d. Receipt of Addenda is not acknowledged; e. A member of a joint venture or partnership and the joint venture or partnership submit Proposals for the same project (in such an instance,both Bids may be rejected); or , f. If Proposal form entries are not made in ink. ' 1-02.14 Disqualification of Bidders j (City of Bremerton GSP) � Delete this Section and replace it with the following: A Bidder will be deemed not responsible if the Bidder does not meet the mandatory bidder 1 responsibiliry criteria as follows: 1. Be a registered contractor at the time of bid submittal (RCW 18.27.020), 2. Have a current Unified Business Identifier number; 1 3. Have industrial insurance coverage; 4. Have an employment security department number; 5. Have a state excise tax registration number; and „ t 6. Have never been disqualified from bidding under 39.12.065(3); 7. Not debarred from work in the State of Washington or the Federal Government; 8. The bidder is unable, financially or otherwise, to perform the work, in the � ' opinion of the Contracting Agency. 1-02.15 Pre-Award Information _ ' (August 14,2013 APWA GSP) Delete this Section and replace it with the following: tBefore awarding any Contract, the Contracting Agency may require one or more of these items or actions of the apparent lowest responsible bidder: , 1. A complete statement of the origin, composition, and manufacture of any or all materials to be used, , 2. Samples of these materials for qualiry and fitness tests, 3. A progress schedule (in a form the Contracting Agency requires) showing ' the order of and time required for the various phases of the work, 4. A breakdown of costs assigned to any bid item, ' 5. Attendance at a conference with the Engineer or representatives of the � Engineer, � 6. Obtain, and furnish a copy of, a business license to do business in the city or county where the work is located, � Crty of Bremerton February 2016 , 2016 Sewer Rehabil�tation SP-11 � 7. Any other information or action taken that is deemed necessary to ensure , that the Bidder is the lowest responsible bidder. ' 1-02.16 Addenda and Interpretations of Bid Documents (City of Bremerton GSP, New Section) ' No oral interpretation of the meaning of the plans, specifications or other pre-bid documents will be made to any bidder. Every request for such interpretation shall be ' submitted in writing,addressed to the city's contact person (listed on the cover page of � these contract documents),and to be given consideration,shall be received at least five (5) working days prior to date fixed for Bid Opening. Any and all such interpretations and , supplemental instructions will be in the form of written addenda to the Specifications which, if issued,will be mailed or otherwise delivered to each prospective bidder. Failure of any bidder to receive any such addendum shall not relieve such bidder from any obligation e under his bid as submitted. All addenda so issued shall become a part of the Contract documents. 1-03 AWARD AND EXECUTION OF THE CONTRACT � 1-03.3 Execution of Contract (City of Bremerton GSP) - Delete this Section and replace it with the following: � The City will mail three copies of the unsigned contract to the successful Bidder immediately upon award. The documents will be sent via overnight mail. Within 14 , calendar days from receipt of the documents,the successful bidder shall return three signed original contracts, insurance certificates as required by Section 1-07.18, and satisfactory bonds as required by law and Section 1-03.4. Before execution of the contract by the City, ' the successful bidder shall provide any pre-award information the City may require under Section 1-02.15. Until the City executes a contract, no proposal shall bind the City nor shall any work begin a within the project limits or within City-furnished sites. The Contractor shall bear all risks for any work begun outside such areas and for any materials ordered before the contract is 1 executed by the City. If the bidder's performance of the requirements of this Section is delayed by circumstances beyond the bidder's control,the City may grant up to 14 calendar days of additional time, � provided that the City agrees that circumstances warrant an extension. 1-03.4 Contract Bond ' (Ciry of Bremerton GSP) Revise the first paragraph to read: � The successful bidder shall provide both executed performance and public works payment , City of Bremerton February 2016 2016 Sewer Rehabilitntion Sp 7Z a 1 ' bonds for the full contract amount. The bonds shall: 1 1. Be on Contracting Agency-furnished forms; 2. Be signed by an approved surety (or sureties) that: ' a. [s registered with the Washington State [nsurance Commissioner; and ' b. Appears on the current Authorized Insurance List in the State of Washington � published by the Office of the [nsurance Commissioner. � 3. Be conditioned upon the faithful performance of the contract by the Contractor within the prescribed time; ' 4. Guarantee that the surety shall indemnify,defend,and protect the Contracting Agency against any claim of direct or indirect loss resulting from the failure: a. Of the Contractor (or any of the employees, subcontractors, or lower tier ' subcontractors of the Contractor) to faithfully perform the contract; or b. Of the Contractor (or the subcontractors or lower tier subcontractors of the , Contractor) to pay all laborers, mechanics, subcontractors,lower tier . subcontractors, material person, or any other person who provides supplies or . provisions for carrying out the work. ' 5. Be accompanied by a power of attorney for the Surety's officer empowered to sign the bond; and . � 6. Be signed by an officer of the Contractor empowered to sign official statements (sole F proprietor or partner). If the Contractor is a corporation,the bond must be signed • , by the president or vice-president, unless accompanied by written proof of the authority of the individual signing the bond to bind the corporation (i.e., corporate resolution, power of attorney or a letter to such effect by the president or vice- , president). 1-03.7 Judicial Review ' (Ja►luary 14, 2014 COB GSP) Reference to "Thurston County"shall be amended to "Kitsap County." ' 1-04 SCOPE OF THE WORK ' 1-04.2 Coordination of Contract Documents, Plans,Special Provisions,Specifications,and Addenda (Ciry of Bremerton GSP) � Delete the first two paragraphs of this Section and replace them with the following: ' The complete Contract includes these parts: Contract(Agreement) form, bidder's completed C�ry of Bremerton February 2016 1 2016 Sewer Rehabilrtation SP-13 1 Proposal Form,the 2016 Standard Specifications for Road, Bridge,and Municipal � Construction and amendments thereto, Contract Provisions, Plans, Standard Plans,addenda, all reyuired certificates and affidavits, performance and labor and material payment bonds, 1 and change orders. These parts complement each other in describing a complete Work. Any requirement in one part binds as if stated in all parts. The Contractor shall provide any work or materials clearly implied in the Contract even if the Contract does not mention it ' specifically. Any inconsistency in the parts of the Contract shall be resolved by following this order of precedence (e.g., 1 presiding over 2, 2 over 3, 3 over 4,and so forth): 'j 1. Permits from other agencies as required by law 1 2. Change Orders, 3. Agreement, 4. Addenda, e 5. Contractor's Bid (Bid Forms), 6. Special Provisions, 7. Amendments to the Standard Specifications, 8. WSDOT/APWA Standard Specifications for Road, Bridge and Municipal Construction � (current version) 9. Contract Plans, 10. Contracting Agency's Standard Plans or Details (if any),and � 11. WSDOT/APWA Standard Plans for Road, Bridge,and Municipal Construction 1-04.4 Changes � (Ciry of Bremerton GSP) Replace the wording "written change order"with "Work Change Directive." 1 This Section is supplemented with the following: The City has included the Bid Item "Force Account" in the Bid Proposal to pay for changes in , the work as described in this section. In order to maintain equity among Bidders,the Contracting Agency has entered a fixed amount for this Bid item as listed in the Proposal. a Payment from this Bid Item shall occur only upon executing a Work Change Directive signed by both the City and the Contractor. The Owner and Contractor shall agree upon pricing of the work change as either a 1 negotiated Lump Sum cost or to be tracked as Time and Materials (Force Account). For a Lump Sum cost,the Contractor shall submit a detailed breakdown of estimated labor, equipment,materials,and subcontracted work to perform the change,along with all � markups. The Owner and Contractor must agree upon the Lump Sum cost prior to performing the Work. To avoid delaying the performance of the change in Work,the Contractor shall prepare and submit the Lump Sum cost immediately upon request. When 1 the Owner and Contractor agree to pay for the changed Work as Time and Materials,pricing and tracking of the work shall be done in accordance with Section 1-09.6. I ' � � Ciry of Bremerton February 201 fi 2016 Sewer Rehabilitation SP-14 � � � 1-04.4(1) Minor Changes (February 15,2008 G&0 GSP) � Delete this Section in entirety. � 1-04.6 Variation in Estimated Quantities (June 16,2006 G&0 GSP) Delete this Section and replace it with the following: S Payment to the Contractor will be made only for the actual quantities of Work performed � and accepted in conformance with the Contract. When the accepted quantity of Work performed under a unit item varies from the original Proposal quantity, payment will be at the unit Contract price for all Work. � 1-OS CONTROL OF WORK ' 1-05.2 Authority of Assistants and Inspectors (City of Bremerton GSP) This Section is supplemented with the following: � The presence or absence of an Inspector at the Work site will be at the sole discretion of the � Contracting Agency and will not in any way relieve the Contractor of its responsibility to . properly perform the Woi•k as required by the Contract Provisions. � � The Inspector does not purport to be a safety expert, and is not engaged in that capacity � under this Contract. The Inspector may inform the Contractor of conditions that may constitute safety issues or violations. Such information will be provided solely to cooperate , with and assist the Contractor and shall not make the Inspector or the Engineer responsible for the enforcement of safety laws, rules, regulations or procedures. After receiving information relating to safety issues, the Contractor shall make its own examination and ' analysis of the situation reported and take such action, if any, that the Contractor determines to be appropriate. The Inspector's performance of project representation and observation services shall not make the Inspector responsible for the enforcement of safety � laws, rules, regulations or procedures; nor shall it make the Inspector responsible for construction means, methods, techniques, sequences, or procedures, or for the Contractor's ability to properly perform the Work, all of which are entirely the responsibility of the Contractor. � 1-05.5 Submittals � (City of Bremerton GSP, New SectionJ 1-05.5(1) General 1 The Contractor shall submit information for review by the Owner related to all material to Ue used on the project. Additional submittals are described in this section, as well as in � Division 7. Crty of Bremerton Februarv 2016 2016 Sewer Rehabil�tation SP-]5 � � � Each submittal shall be transmitted to the Owner with the Submittal cover sheet included in Appendix B. [f the Contractor desires to use their own submittal cover sheet, it must be approved by the Owner prior to use. Each submittal shall be uniquely numbered. � Submittals and cover sheets may be transmitted to the Owner in the Adobe PDF format through e-mail. � 1-05.5(2) Required Submittals � The Contractor shall provide the City all required submittals as identified in this section, in Division 7,and where identified elsewhere in the Contract Documents. 1-05.5(Z)A Submittals for the Pre-construction Conference � The following items shall be submitted at the pre-construction conference prior to the Notice � to Proceed. For each item,submit 3 hard copies and an electronic copy on a CD-ROM disk. 1. Contractor's and Subcontractor's Contact Information - Names and 24-hour contact � - telephone numbers of contractor s and each subcontractor's key personnel identified in Standard Specifications Section 1-05.13. 2. Contractor's Labor Classifications and Rates: Classification of all workers to be � employed by the Contractor and its subcontractors in the�vork, excluding the Contractor's Superintendent and General Foremen (if any), and; straight-time and overtime Weighted Wage Rates for each submitted labor classification, computed as required in Standard � Specification Section 1-09.6. Update and resubmit the entire labor classification file whenever worker classifications are changed, added or deleted. Electronic copy shall be in MS Exce% ' 3. Contractor's Equinment Classifications and Rates: Make and model of each item of equipment and small tools to be employed by the Contractor and its subcontractors in the � work, and; working and standby (idle) hourly rates for each submitted item of equipment, computed as required by Standard Specification Section 1-09.6 and the AGC/WSDOT Equipment Rental Rate Agreement referenced therein. Update and resubmit this entire equipment classification file whenever equipment or small tools classifications are � changed,added or deleted. Electronic copy shall be in MS ExceL 4. Contractor's Progress Schedule (Twe A� Progress schedule identified in Special Provisions Section 1-08.3(2)A. Format shall be Microsoft Project orsoftware equal � 5. Cost breakdown for lump sum items(Schedule of Values).if a�plicable. 6. Traffic Control and Erosion Control Sunervisor Certifications - Include names, � certifications,and contact information. 7. List of all Subcontractors,includin� � I a. Percentage value of work assigned. b. Principal contact(s). � �� C�ty of Bremerton February 2016 2016 Sewer Rehabilitation SP-16 � i � c. Address � d. Telephone and fax numbers. 8. List of all requested exceptions to the Contract Documents. tNote: see 1-08.0(1) Preconstruction Conference � 1-05.5(2]B Construction Submittals The following items shall be submitted at least two weeks prior to the associated construction � activity to allow ample time for review and resubmittal if necessary. - Catalog information and data sheets for all materials to be installed on project (See section �. on technical submittals and shop drawings.) - Temporary Bypass Plans for individual pipe sections (See Section 7-08) � = Temporary Traffic Control Plans for each area. Certification for Traffic Control Supervisor(TCS) - Spill Control and Prevention Plan,including 24-hour contact information. � - Weekly look-ahead schedule per 1-08.3(2)D. - Any other construction-related submittal identified elsewhere in the Contract Documents. � 1-05.5(2)C Technical Submittals (Shop Drawings) � In addition to notification of material suppliers and fabricators, the Contractor shall also furnish for the Engineer's review and approval all required shop drawings. Shop drawings are defined as drawings or data, which illustrate how specific items, shall be � fabricated, manufactured, or installed. Shop drawings are required for all shop, field fabricated or manufactured items and shall include all information necessary for the fabrication and installation of the item and to show conformance with these contract � documents. The information shall include, but not be limited to: 1. For fabricated items or those constructed in place, component sizes, layout, materials, and connection details including, but not limited to, connectors, weld type, reinforcement schedules and sizes,and boring and jacking equipment. 2. Shop drawings for reinforced concrete structures shall include,but not be limited to, � reinforcement bending and placing drawings. 3. Piping Fabrication and Placement Drawings. 4. Erection Drawings. 5. Diagrams, Illustrations and Data (product,design, or other). � Manufacturers' standard catalog information and details maybe submitted; however, � standard manufacturers' information and advertising literature may not necessarily be sufficient. 1 I Ciry of Bremerton Febr-uary 2016 I ' 2016 Sewer Rehab�litation SP-17 �- Samples: Physical examples of materials,equipment,or workmanship that are � representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. Samples submitted shall be of sufficient size and quantity to clearly illustrate functional characteristics of products or materials and full � range of colors available. 1-05.5(2)D Additional Administrative Submittals �� The following administrative submittals shall be submitted when noted: � - Retainage account information -Submit prior to first invoice - Intent to Pay Prevailing Wage Rates for prime contractor and subcontractors - Submit prior to performing any work nt the site. '�, - Certified Payrolls-Submit weekly. - Affidavit of Wages Paid -Submit prior to release of retainage. ,� - Form titled " Acceptance of Compensation and Release of All Claims". Submit prior to frnal payment. - Additional submittals where identified in the Contract Documents and as requested by � the Engineer. � 1-05.5(4) Submittal Review Process 1-05.5(4)A Submittal Transmittal Procedure � When the Contract Documents require a submittal, the Contractor shall submit the specified information to the designated City representative via e-mail in Adobe PDF format using the �, cover sheet included in Appendix B. Each submittal shall have a unique number. Only include related items within a single submittal. When multiple items are included, these shall be � numbered (e.g. if Submittal #4 has three items,these shall be 4.A,4.B,and 4.C) Submittals which are incomplete and/or do not have all the information reyuired to be � submitted,including but not limited to a signed and dated submittal transmittal form,and copy of marked-up specifications and/or drawings when specified , are not acceptable and will be returned without review. All submittal information provided by subcontractors shall be � transmitted through the Contractor and shall bear the Contractor's signature. 1-05.5(4)B Submittal Review and Effect � Unless otherwise specified,within 14 calendar days after receipt of a submittal for review and comment, the City shall review the submittal and return the reviewed copy with the � transmittal cover sheet via e-mail in Adobe PDF format 1. If the review indicates that the material or equipment complies with the project � manual, submittal copies will be marked "NO EXCEPTIONS TAKEN." In this event, the Contractor may begin to incorporate the material or equipment covered by the submittal. 1 City of Bremerton February 2016 2016 Sewer Reha6ilitation SP-18 a � �` 2. [f the review indicates limited corrections are required, copies will be marked "MAKE CORRECTIONS NOTED." The Contractor may begin incorporating the material and equipment covered by the submittal in accordance with the noted corrections. Where � submittal information will be incorporated in 0&M data, a corrected copy shall be provided. � 3. If the review reveals that the submittal is insufficient or contains incorrect data, copies will be marked "AMEND AND RESUBMIT." Except at his own risk, the Contractor shall not undertake work covered by this submittal until it has been revised, resubmitted � and returned marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." 4. If the review indicates that the material, equipment, or work method does not comply with the Contract Documents, copies of the submittal will be marked "REJECTED - SEE REMARKS. Submittals with deviations which have not been identified clearly may be rejected. Except at his own risk, the Contractor shall not undertake the work covered �, by such submittals unril a new submittal is made and returned marked either "NO EXCEPTIONS TAKEN"or"MAKE CORRECTIONS NOTED." � 5. If the review indicates that the submittal is Product Data or a Required Submittal (Product Data) for Information Only the submittal will be marked "PRODUCT DATA/NOT REVIEWED. Acceptability of the material, equipment, or work shall be determined under normal inspection procedures. � Review of drawings or information regarding materials or equipment the Contractor proposes to provide, shall not relieve the Contractor of his responsibility for errors therein and shall not � be regarded as an assumption of risks or liability by the City, or by any delegated representative, officer or employee thereof, and the Contractor shall have no claim under the � contract on account of the failure, or partial failure, of material, or equipment so reviewed. A _ . mark of"NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED" shall mean that the City has no objection to the Contractor, upon his own responsibility, using the plan or method of work proposed,or providing the materials or equipment proposed. � f ho drawin s or other submittals b the Ci is onl for eneral conformance Approval o s p g y ty y g with the design concept of the product and general compliance with the Contract Documents. , Any action required is subject to the requirements of the Plans and Specifications. The Contractor is responsible for dimensions which shall be confirmed and correlated at the job site, coordination of his work with that of all other trades, and the satisfactory performance of � his work. � 1-05.7 Removal of Defective and Unauthorized Work (October 1,2005 APWA GSP) Supplement this section with the following: If the Contractor fails to remedy defective or unauthorized work within the time specified in � a written notice from the Engineer,or fails to perform any part of the work reyuired by the Contract Documents,the Engineer may correct and remedy such work as may be identified in the written notice,with Contracting Agency forces or by such other means as the ' Contracting Agency may deem necessary. Ciry of Bremerton February 2016 ' 2016 Sewer Rehabilitntron SP-19 �: � If the Contractor fails to comply with a written order to remedy what the Engineer determines to be an emergency situation,the Engineer may have the defective and unauthorized work corrected immediately, have the rejected work removed and replaced, � or have work the Contractor refuses to perform completed by using Contracting Agency or other forces.An emergency situation is any situation when, in the opinion of the Engineer,a delay in its remedy could be potentially unsafe, or might cause serious risk of loss or � damage to the public. Direct or indirect costs incurred by the Contracting Agency attributable to correcting and � remedying defective or unauthorized work, or work the Contractor failed or refused to perform, shall be paid by the Contractor. Payment will be deducted by the Engineer from � monies due, or to become due,the Contractor. Such direct and indirect costs shall include in particular,but without limitation, compensation for additional professional services required,and costs for repair and replacement of work of others destroyed or damaged by correction, removal, or replacement of the Contractor's unauthorized work. r ! No adjustment in contract time or compensation will be allowed because of the delay in the performance of the work attributable to the exercise of the Contracting Agency's rights � provided by this Section. The rights exercised under the provisions of this section shall not diminish the Contracting � Agency's right to pursue any other avenue for additional remedy or damages with respect to the Contractor's failure to perform the work as reyuired. � 1-05.11 Final Inspection (City of Bre►nerton GSP) � Delete this Section and replace it with the following: 1-05.11(1) Substantial Completion Date � When the Contractor considers the Work to be substantially complete, the Contractor shall notify the Engineer in writing and request that the Engineer establish the Substantial a I Completion Date. The Contractor's notice shall list the specific items of the Work that remain to be completed in order to achieve Final Completion. The Engineer will schedule an inspection of the Work with the Contractor to determine the status of completion. The � Engineer may also establish the Substantial Completion Date unilaterally. If, after inspection, the Engineer concurs with the Contractor that the Work is substantially � complete and ready for its intended use, the Engineer, by written notice to the Contractor, will establish the Substantial Completion Date. [f, after inspection, the Engineer does not consider the Work to be substantially complete and ready for its intended use, the Engineer , will notify the Contractor in writing and provide the reasons therefor. Upon receipt of written notice either establishing the Substantial Completion Date or informing the Contractor that the Work is not substantially complete, whichever is r applicable, the Contractor shall pursue vigorously, diligently and without unauthorized interruption, the work necessary to reach substantial completion and physical completion �- Ciry of Bremerton February 2016 2016 Sewer Rehabilitation SP-20 � �. � of the Work. The Contractor shall provide the Engineer with a revised schedule indicating when the Contractor expects to reach substantial and final completion of the Work. � The above process shall be repeated until the Engineer establishes the Substantial Completion Date and the Contractor considers the Work physically complete and ready for � final inspection. 1-05.11(2) Final Completion and Acceptance � When the Contractor considers the Work to be physically complete in entirety, including site demobilization, restoration, submitting of any record document or inspection reports, and ready for final inspection, the Contractor shall provide written notice to the Engineer ,, requesting a final inspection. The Engineer will then schedule a date for final inspection. � The Engineer and the Contractor will then make a final inspection, and the Engineer will -- notify the Contractor in writing of all particulars in which the final inspection reveals the � Work to be incomplete or unacceptable. The Contractor shall immediately take such corrective measures as are necessary to remedy the listed deficiencies. Corrective work shall be pursued vigorously, diligently,and without interruption until the listed deficiencies � have been completed. This process will continue until the Contracting Agency is satisfied the listed deficiencies have been corrected and the Work is physically complete. If action to correct the listed deficiencies is not initiated within seven days after receipt;of - ... � the written notice listing the deficiencies, the Contracting Agency may, upon written notice ... to the Contractor, take whatever steps are necessary to correct those deficiencies pursuant to Section 1-05.7. The Contractor will not be allowed any extension of the Contract time or �, additional compensation because of a delay in the performance of the Work attributable to the exercise of the Contracting Agency's rights hereunder. �, Upon correction of all deficiencies, the Engineer will notify the Contractor and the � Contracting Agency, in writing, of the date upon which the Work was considered to have . obtained Final Completion and acceptance. That date shall constitute the Final Completion �, Date of the Contract and shall constitute full acceptance of the Work. �� 1-05.13 Superintendents, Labor and Equipment of Contractor (August 14,2013 APWA GSP) �, Delete the sixth and seventh paragraph of this Section. � 1-05.15 Method of Serving Notices (March 25, 2009 APWA GSP) � Revise the second paragraph to read: � All correspondence from the Contractor shall be directed to the Project Engineer. All City of Bremerton February 2016 2016 Sewer Reha6il�tation SP-21 ,� correspondence from the Contractor constituting any notification, notice of protest, notice of dispute,or other correspondence constituting notification required to be furnished under the Contract, must be in paper format, hand delivered or sent via mail delivery service to r` the Project Engineer's office. Electronic formats such as e-mails or electronically delivered copies of correspondence will not constitute such notice and will not comply with the requirements of the Contract. � Add the following new sections 1-05.16 and 1-05.17: 1- .1 Water and Power �� 05 6 (City of Bremerton GSP, New Section) , The Contractor shall make necessary arrangements and shall bear the costs for supplying ��. power for the performance of the work. The Contractor is ermitted to use water su lied from Ci h drants durin the work. � P PP tY Y g There is no guarantee that all fire hydrants will be available for use for cleaning,lining, or any other construction activities associated with this project. Prior to construction � activities, it shall be the Contractor's responsibility to verify which hydrants will be available by contacting the City. The Contractor shall use only those hydrants permitted by the City. �, A hydrant meter and backflow preventer assembly must be installed at the hydrant prior to usage. The meter and assembly will be supplied and installed by City staff at a hydrant to be designated by the Contractor. No charge for water•will be made unless there is obvious ,� waste. The Contractoi•may relocate the meter and assembly as needed to other hydrants during the work. The Contractor is solely responsible for security and protection of the �� meter and assembly at all times during the work. � To obtain a meter and assembly, coordinate directly with the City Inspector or Project Engineer, who will pi•ovide additional direction for obtaining the hydrant from Department ;�� of Community Development. A deposit of$2000 is required prior to obtaining the meter - and assembly. The deposit will be returned upon completion of the project if the hydrant � meter is returned undamaged. 1-05.17 Oral A reements � g (October 1, 2005 AWPA, New Section) No oral agreement or conversation with any officer, a ent, or em lo ee of the Contractin �•� g P Y g Agency, either before or after execution of the contract, shall affect or modify any of the terms or obligations contained in any of the documents comprising the contract. Such oral � agreement or conversation shall be considered as unofficial information and in no way binding upon the Contracting Agency, unless subsequently put in writing and signed by tlie Contracting Agency. � r Crty of Bremerton February 2016 2016 Sewer Rehabilitation Sp-ZZ � Ir�� 1-06 CONTROL OF MATERIAL .. � � � t 1-06.4 Handling and Storing Materials ,%.�' Ci o Bremerton GSP) . � �1' f r This Section is supplemented with the following: �. �„ ' The Contractor may be required to provide off-site storage of equipment and materials to enable construction to occur at the construction site. The Contractor has full responsibility � �'� to secure all off-site storage areas, if needed, and shall include the costs for providing such �c. storage areas in the Proposal for the individual eyuipment and material bid items requiring -- - off-site storage. All off-site storage areas shall be fenced, secure and have access restricted �� or withheld from the general public. ,. �� 1-07 LEGAL RELATIONS A1VD RESPOIVSIBILITIES TO THE PUBLIC � l � .. � 1-07.1 Laws to be Observed ' (October 1,2005 APWA GSP) � �, Supplement this section with the following: .�. �� . � In cases of conflict between different safety regulations,the more stringent regulation shall � aPP1Y• . , . _.;�:.. �� The Washington State Department of Labor and [ndustries shall be the sole and paramount � ' � � '�'� '� � administrative agency responsible for the administration of the provisions of the '� � - , Washington Industrial Safety and Health Act of 1973 (WISHA). � �� The Contractor shall maintain at the project site office, or other well known place at the project site,all articles necessary for providing first aid to the injured. The Contractor shall �. establish,publish,and make known to all employees, procedures for ensuring immediate � � removal to a hospital, or doctor's care,persons, including employees,who may have been injured on the project site. Employees should not be permitted to work on the project site ( before the Contractor has established and made known procedures for removal of injured !_� persons to a hospital or a doctor's care. � . - _ 4_�� , . : � � � . � �. � . � �_ ►_� � _ _ City of Bremerton . . February 2016 ` � 2016 Sewer Rehabi(itation SP-23 ' �_� i � The Contractor shall obtain a City of Bremerton business license before mobilizing to the site. No City of Bremerton permits are required for this project. Any additional permits required for the work from state and federal agencies must be obtained by Contractor. � Add the following new section: � 1-07.16 (5) Public Notification Prior to Starting Work (City of Bremerton GSP, New Section) i NOTIFICATION IMMEDIATELY PRIOR TO LINING WORK: The Contractor shall contact all � property tenants, via flyer or door hanger, a minimum of 48 to 72 hours prior to start of the lining operation. The Contractor shall submit a draft of the property owner notification to the City for review at least 5 calendar days prior to distribution. The ;� notification shall advise the owners and tenants of the type of work, schedule and indicate the Contractor's name, contact person and telephone numbers. The notification shall state to avoid water use and flushing of toilets during the operation and describe any noxious odors or loud activities that may result from the work. ,` i� 1-07.17 Utilities and Similar Facilities ,.� Add the following new section: 1-07.17(3) Contractor's Responsibility for Utility Properties&Services � (City of Bremerton GSP, New Section) Where the Contractor's operations could cause damage or inconvenience to railway, � telegraph, telephone, television, power, vil, gas, water, sewer, storm sewer, or irrigation systems, operations shall be suspended until all arrangements necessary for the � protection of these utilities and services have been made by the Contractor. The Contractor shall protect, in place, all railway, telegraph, telephone (including poles, �� guy wires and anchors), television, power (including poles, guy wires, and anchors), oil, gas, water, sewer, storm sewer, or irrigation systems from damage. If interfering railway, telegraph, telephone (including poles, guy wires, and anchors), television, power . � (including poles, guy wires, and anchors), oil, gas,water, sewer, storm sewer, or irrigation systems are encountered notify the Engineer and the appropriate utility company at least two (2) working days in advance of construction operations to permit the necessary arrangements for protection or relocation of the interfering structure. The Contractor � shall pay all costs of protecting and/or relocation of such facilities. In the event of interruption to domestic water,sewer,storm drain, or other utility services � as a result on accidental breakage due to construction operations, the Contractor shall promptly notify the proper authority, cooperate with said authority in restoration of service as promptly as possible and bear all associated costs of repair subject to � determination of responsibility. In no case shall interruption of any water or utility service be allowed to exist outside working hours unless prior approval is granted. . � City of Bremerton February 2016 2016 Sewer Rehab�litation SP-26 � ' � In the event the Contractor encounters water and sewer service lines that interfere with trenching or that must be relocated to avoid the new pipeline, the services may be cut, and the trench dug through, only after obtaining prior approval of the Water Department, 1` Engineering Department, or Fire Department, as applicable, and the Engineer. All work and repairs to the water system shall be performed by City forces only. The services will � be restored with similar or equal materials. The Contractor shall replace, at his own expense, any and all other existing utilities or structures removed or damaged during construction, unless otherwise provided for in , these Contract Documents or ordered by the Engineer. � Existing water mains are generally buried at 3' depth from the ground surface to the top of pipe. � 1-07.17(5) List of Utility Owners Following is a list of the utilities serving the work area indicating the name (if available) and telephone number of the responsible authority of the various utilities which should - be notified if conflicts or emergencies arise during the progress of the work. Outside normal working hours, report emergencies and initiate contact with the appropriate � individual by calling 911. .. � � �.. � . -. ,� UTILITY CONTACT TABLE Within City of Bremerton, Department of Public Works and Utilities (PWU): � UTILITY UTILITY 1VAME . CONTACT � TELEPHONE# Bremertonl PWU First Response 473-5920 � Storm and Sanitary PWU Pat Jacobsen 473-5327 Sewers Bill Davis 473-2312 � Water PWU Bob Zurbrugg 473-5249 Bill Davis 473-2312 � Streets PWU Jim Orton 473-5359 ]erry Hauth 473-2354 � Contact City Engineer Tom Knuckey at 473-2376 if unable to contact PWU individuals above OTHER UTILITIES , Power Puget Sound Energy Dispatcher 888-225-5773 City of Bremerton February 2016 2016 Sewer Rehabilitation SP-2� � � Telephone Century Link Repair Dept. 800-573-1311 � Gas Cascade Natural Gas Mike Dunn 479-3966 Cable TV Comcast Jerry Biggs 377-8528 � , 415-2477 (pager) Underground Utilities Locate Service 800-424-5555 � All numbers are 360 refix unless noted otherwise - � � � � � � � ' `� � � �, � � � City of Bremerton Febn�ary 2016 2016 Sewer Rehab�litntion SP-28 � � � 1-07.18 Public Liability and Property Damage Insurance � Delete this section in its entirety, and replace it with the following: � 1-07.18 Insurance (City of Bremerton GSP) ,' 1-07.18(iD General Requirements A. The Contractor shall obtain the insurance described in this section from insurers approved � by the State [nsurance Commissioner pursuant to RCW Title 48. The insurance must be provided by an insurer with a rating of A-: VII or higher in the A.M. Best's Key Rating Guide, which is licensed to do business in the state of Washington (or issued as a surplus line by a Washington Surplus lines broker). The Contracting Agency reserves the right to approve or � reject the insurance provided,based on the insurer (including financial condition),terms and coverage,the Certificate of[nsurance, and/or endorsements. � B. The Contractor shall keep this insurance in force during the term of the contract and for _ thirty (30) days after the Physical Completion date, unless otherwise indicated (see C. below). � C. If any insurance policy is written on a claims made form, its retroactive date, and that of all subsequent renewals, shall be no later than the effective date of this Contract. The policy shall state that coverage is claims made,and state the retroactive date. Claims-made form � coverage shall be maintained by the Contractor for a minimum of 36 months following the Final Completion or earlier termination of this contract,and the Contractor shall annually provide the Contracting Agency with proof of renewal. If renewal of the claims made form � of coverage becomes unavailable, or economically prohibitive,the Contractor shall purchase an extended reporting period ("tail") or execute another form of guarantee acceptable to the Contracting Agency to assure financial responsibility for liability for services performed. � D. The insurance policies shall contain a"cross liability" provision. �' E. The Contractor's and all subcontractors' insurance coverage shall be primary and non- � contributory insurance as respects the Contracting Agency's insurance,self-insurance, or insurance pool coverage and shall contain a waiver of subrogation against the Contracting Agency for claims arising out of any operations,liabilities and obligations to which coverage applies. �' F. The Contractor shall provide the Contracting Agency and all Additional [nsureds with ,� written notice of any policy cancellation, within two business days of their receipt of such notice. � G. Upon request,the Contractor shall forward to the Contracting Agency a full and certified � copy of the insurance policy(s). Gty of Bremerton Fe6ru�ry 2016 � 2016 Sewer Rehabilitation SP-29 � � H. The Contractor shall not begin work under the contract until the required insurance has been obtained and approved by the Contracting Agency. , I. Failure on the part of the Contractor to maintain the insurance as required shall constitute a , material breach of contract,upon which the Contracting Agency may, after giving five business days notice to the Contractor to correct the breach, immediately terminate the , contract or,at its discretion, procure or renew such insurance and pay any and all premiums in connection therewith,with any sums so expended to be repaid to the Contracting Agency on demand, or at the sole discretion of the Contracting Agency,offset � against funds due the Contractor from the Contracting Agency. J. All costs for insurance shall be incidental to and included in the unit or lump sum prices of � the contract and no additional payment will be made. 1-07.18(2) Additional Insured � All insurance policies,with the exception of Professional Liability and Workers Compensation, shall name the following listed entities as additional insured(s): - the Contracting Agency and its officers, elected officials, employees,agents,and volunteers � The above-listed entities shall be additional insured(s) for the full available limits of liability maintained by the Contractor,whether primary,excess, contingent or otherwise, � irrespective of whether such limits maintained by the Contractor are greater than those required by this Contract,and irrespective of whether the Certificate of[nsurance provided by the Contractor pursuant to 1-07.18(3) describes limits lower than those maintained by � the Contractor. 1-07.18(3) Subcontractors Contractor shall ensure that each subcontractor of every tier obtains and maintains at a � minimum the insurance coverages listed in 1-07.18(5)A and 1-07.18(5)B. Upon reyuest of the Contracting Agency,the Contractor shall provide evidence of such insurance. 1-07.18(4) Evidence of Insurance � The Contractor shall deliver to the Contracting Agency a Certificate(s) of Insurance and endorsements for each policy of insurance meeting the requirements set forth herein when � the Contractor delivers the signed Contract for the work. The certificate and endorsements must conform to the following requirements: 1. An ACORD certificate or a form determined by the Contracting Agency to be � equivalent. 2. Copies of all endorsements naming Contracting Agency and all other entities listed � in 1-07.18(2) as Additional Insured(s),showing the policy number. The Contractor may submit a copy of any blanket additional insured clause from its policies instead � City of Bremerton February 2016 2016 Sewer Rehabilitation SP-30 � � � of a separate endorsement. A statement of additional insured status on an ACORD Certificate of Insurance shall not satisfy this requirement. � 3. Any other amendatory endorsements to show the coverage required herein. � 1-07.18(5) Coverages and Limits The insurance shall provide the minimum coverages and limits set forth below. Providing coverage in these stated minimum limits shall not be construed to relieve the Contractor � from liability in excess of such limits. All deductibles and self-insured retentions must be disclosed and are subject to approval by the Contracting Agency. The cost of any claim � payments falling within the deductible shall be the responsibility of the Contractor. Commercial General Liabilitv � A policy of Commercial General Liability Insurance, including: - Per project aggregate - Premises/Operations Liability � - Products/Completed Operations - for a period of one year following final acceptance of the work. - Personal/Advertising Injury � � � = Contractual Liability •� Independent Contractors Liability - Stop Gap/ Employers' Liability �. - Explosion, Collapse,or Underground Property Damage (XCU) t - Blasting(only required when the Contractor's work under this Contract includes exposures to which this specified coverage responds) � Such policy must provide the following minimum limits: ' . � - $1,000,000 Each Occurrence :" - $2,000,000 General Aggregate � - $1,000,000 Products&Completed Operations Aggregate - $1,000,000 Personal&Advertising [njury, each offence �, Stop Gap / Employers' Liability - $1,000,000 Each Accident - $1,000,000 Disease - Policy Limit � � - $1,000,000 Disease- Each Employee � Automobile Liabilitv Automobile Liability for owned, non-owned,hired,and leased vehicles,with an MCS 90 endorsement and a CA 9948 endorsement attached if"pollutants"are to be transported. �� Such policy(ies) must provide the following minimum limit: - $1,000,000 combined single limit 1� Worker's Compensation The Contractor shall comply with Workers' Compensation coverage as required by the � Industrial Insurance laws of the state of Washington. City of Bremerton February 2016 � 2016 Sewer Rehab�litat�on SP-3] � .� Excess or Umbrella Liabilitv The Contractor shall provide Excess or Umbrella Liability coverage at limits of one (1) � million per occurrence and annual aggregate. This excess or umbrella liability coverage shall apply,at a minimum,to both the Commercial General and Auto insurance policy coverage. � This requirement may be satisfied instead through the Contractor's primary Commercial � General and Automobile Liability coverage, or any combination thereof. Pollution Liabilitv � The Contractor shall provide a Pollution Liability policy, providing coverage for claims involving bodily injury,property damage (including loss of use of tangible property that has not been physically injured), cleanup costs, remediation,disposal or other handling of � pollutants, including costs and expenses incurred in the investigation, defense, or settlement of claims arising out of: 1. Contractor's operations related to this project; and/or � 2. Remediation,abatement,repair,maintenance or other work with lead-based paint or materials containing asbestos; and/or �' 3. Transportation of hazardous materials away from any site related to this project. Such Pollution Liability policy shall provide the following minimum coverage: �� - $1,000,000 each loss and annual aggregate 1-07.23 Public Convenience and Safety �� (City of Bremerton GSP) Supplement this section with the following � Work areas shall be barricaded to prevent public access and provide a buffer between the � work zone and the public. 1-07.23(2) Construction and Maintenance of Detours � (City of Bremerton GSP) Delete this section a►id replace with the following: r Unless otherwise noted, the Contractor shall maintain two-way traffic during construction. � The Contractor shall build, maintain in a safe condition, keep open to traffic, and remove when no longer needed: 1. Detours and detour bridges that will accommodate traffic diverted from the roadway or � bridge during construction, 2. Detour crossings of intersecting highways,and r City of Bremerton February 2016 2016 Sewer Rehabilitat�on SP-32 � ! � 3. Temporary approaches. � The construction and maintenance of detours including traffic control and signing is the sole responsibility of the Contractor. The Contractor will be required to submit Traffic Control Plans in accordance with MUTCD, WSDOT requirements, and these specifications. � Payment for Construction and Maintenance of Detours will be incidental to the project and included into other bid items. � 1-07.24 Ri hts of Way g (October 1,2005 APWA GSP) � Delete this section in its entirety, and replace it with the following: � Street right of way lines, limits of easements,and limits of construction permits are indicated in the Plans. The Contractor's construction activities shall be confined within these limits,unless arrangements for use of private property are made. � Whenever easements or rights of entry have not been acquired prior to advertising,these areas are generally or specifically described herein. Access to manholes on Sheets C1, C2, , C3,and C8 will require entering onto private property. The City is coordinating with private property owners to ensure access prior to construction. � Whenever any of the work is accomplished on or through property other than public right of way,the Contractor shall meet and fulfill all covenants and stipulations of any easement � agreement obtained by the Contracting Agency from the owner of the private property. Copies of the easement agreements may be included in the Contract Provisions or made available to the Contractor as soon as practical after they have been obtained by the Engineer. � The Contractor shall not roceed with an ortion of the work in areas where right of way, P Yp easements or rights of entry have not been acquired until the Engineer certifies to the � Contractor that the right of way or easement is available or that the right of entry has been received. If the Contractor is delayed due to acts of omission on the part of the Contracting Agency in obtaining easements,rights of entry or right of way,the Contractor will be � entitled to an extension of time. The Contractor agrees that such delay shall not be a breach of contract. � Each property owner shall be given 48 hours notice prior to entry by the Contractor. This includes entry onto easements and private property where private improvements must be adjusted. ' � The Contractor shall be responsible for providing,without expense or liability to the Contracting Agency,any additional land and access thereto that the Contractor may desire � for temporary construction facilities,storage of materials, or other Contractor needs. However,before using any private property,whether adjoining the work or not,the Contractor shall file with the Engineer a written permission of the private property owner, and,upon vacating the premises, a written release from the property owner of each � City of Bremerton Fe6ruary 2016 � 2016 Sewer Rehab�litation SP-33 � property disturbed or otherwise interfered with by reasons of construction pursued under � this contract. The statement shall be signed by the private property owner, or proper authority acting for the owner of the private property affected,stating that permission has been granted to use the property and all necessary permits have been obtained or,in the �' case of a release,that the restoration of the property has been satisfactorily accomplished. The statement shall include the parcel number, address,and date of signature. Written � releases must be filed with the Engineer before the Completion Date will be established. � � 1-08 PROSECTION AN� PItOGRESS Acid the following new section(s): � 1-08.0 Preliminary Matters (City of Bremerton GSP) e 1-08.0(1) Preconstruction Conference (Ciry of Bremerton GSP) � Prior to the Contractor beginning the Work, a preconstruction conference will be held between the Contractor, the Contracting Agency, the Engineer and such other persons as A may be invited. The purpose of the preconstruction conference will be: 1. To review the initial progress schedule; 2. To establish a working understanding among the various persons associated �• with or affected by the Work; � 3. To establish and review procedures for progress payment, notifications, � approvals, submittals, etc.; i 4. To establish normal working hours for the Work; 5. To review traffic control; and 6. To discuss such other related items as may be pertinent to the Work. � The Contractor shall prepare and bring to the meeting the pre-construction submittals � listed in paragraph 1-05.5(2)A. 1-08.0(2) Hours of Work � (City of Bremerton GSP) Except in the case of emergency, or unless otherwise approved or directed by the � Contracting Agency, the normal straight time working hours for the Contract shall be any consecutive 8-hour period between 7:00 a.m. and 6:00 p.m. of a working day with a maximum 1-hour lunch break and a 5-day work week. The normal straight time 8-hour � working period for the Contract shall be established at the preconstruction conference or prior to the Contractor commencing the work. A 10-hour work day four days per week will also be permitted by the Owner upon written request by the Contractor. � ' City of Bremerton February 2016 2016 Sewer Rehabilitation SP-34 � � � Written permission from the Engineer is required, if a Contractor desires to perform work on holidays, Saturdays, or Sundays; before 7:00 a.m. or after 6:00 p.m. on any day; or � longer than the regularly scheduled workday (8 or 10 hour workday) on any day. The Contractor shall apply in writing to the Engineer for such permission to work outside the work window at least 7 days in advance. `�, If the Owner approves work between the hours of 10:00 p.m. and 7:00 a.m. during weekdays and between the hours of 10:00 p.m. and 9:00 a.m. on weekends or holidays, it � will be subject to noise control requirements. Approval to continue work during these hours may be revoked at any time the Contractor exceeds the Contracting Agency's noise control regulations or if complaints are received from the public or adjoining property owners regarding the noise from the Contractor's operations. The Contractor shall have � no claim for damages or delays should such permission be revoked for these reasons. If requesting to work at night, at least 7 days of notice to the City shall be given to allow time for the City inspector to adjust their schedule. � The Engineer may require designated representatives to be present during the work. � Representatives who may be deemed necessary by the Engineer include, but are not limited to: survey crews; personnel from the Contracting Agency's material testing lab; inspectors; and other Contracting Agency employees when in the opinion of the Engineer, such work necessitates their presence. The Contractor will be required to reimburse the ' / Contracting Agency for the costs in excess of straight-time costs for Contracting Agency ,� � representatives who worked during such times. � If the Owner permits the Contractor to work outside the agreed upon work hours, this does not imply that the Owner agrees to pay for any wages or costs associated with overtime or extra work. Costs associated with overtime work shall always be borne by the � Contractor, unless the Owner specifically directs in writing that overtime work must be used to accomplish a task. - � 1-08.1 Subcontracting � (City of Bremerton GSP) Delete the 8t��and 9th paragraphs. The 8th paragraph starts with "On all projects..." ' 1-08.3(2)A Type A Progress Schedule I (March 13, 2012 APWA GSP) Revise this section to read: � The Contractor shall submit five copies of a Type A Progress Schedule no later than at the preconstruction conference, or some other mutually agreed upon submittal time. The schedule may be a critical path method (CPM) schedule, bar chart, or other standard � schedule format. Regardless of which format used, the schedule shall identify the critical path. The Engineer will evaluate the Type A Progress Schedule and approve or return the schedule for corrections within 15 calendar days of receiving the submittal. � City of Brernerton February 2016 , 2016 Sewer Rehabilitation SP-35 � � 1-08.0(3) Construction ivleetings (City of Bremerton GSP, New Section) � Weekly meetings shall be held at a mutually agreed-upon location and day of the week and time. The purpose of the meeting will be to discuss the work, resolve any quantity or force � account disagreements, review the Contractor's Progress and Schedule, and review the record drawings. The Contracting Agency shall develop an agenda for each weekly meeting. The Contractor shall provide an updated 3-week look-ahead schedule for each meeting. At the � Owner's discretion, these meetings may be cancelled. At a minimum, the Contractor's superintendent shall attend the meeting weekly meeting. The Owner may schedule additional meetings that the Contractor shall attend to review and i discuss specific issues on topics that may be too involved for inclusion in the weekly progress meeting or require involvement from others not directly associated with the project. When a special meeting is reyuired,the Engineer will coordinate time and place for � all required attendees. Special meeting topics may include, traffic control, work sequence, and bypassing flow. � 1-08.3 Progress Schedule 1-08.3(1) General Requirements � (City of Bremerton GSP) Supplement this section with the following: � The Contractor shall submit a Type A Schedule. � The Contractor shall use the following scheduling software: - Primavera Systems, Primavera Project Planner or SureTrak 2007 or later � - Microsoft Project 2003 or later - Other, only as approved by the Owner � 1-08.4 Notice to Proceed (City of Bremerton GSP) ' Delete the text in this section and replace with the following paragrnph: Notice to Proceed will be given after the contract has been executed and the contract bond � and evidence of insurance have been approved and filed by the Contracting Agency. The Contractor shall not commence with the work until the Notice to Proceed has been given by � the Engineer. The Contractor shall commence construction activities on the project site within ten days of the Notice to Proceed Date, unless otherwise approved in writing. The Contractor shall diligently pursue the work to the physical completion date within the time � specified in the contract. Voluntary shutdown or slowing of operations by the Contractor shall not relieve the Contractor of the responsibility to complete the work within the time(s) specified in the contract. ' C�ty of Bremerton February 2016 2016 Sewer Rehabil�tat�on SP-36 � � i � 1-08.5 Time of Completion (City of Bremerton GSP) � Delete the text in this section and replace with the following paragraph: The Contractor shall begin work within ten (10) calendar days of the Notice to Proceed � date. The Work shall obtain Substantial Completion within the time designated in 'Article 2' of the CONTRACT. � Time lost in replacing improper work or material shall not furnish any grounds to the Contractor for claiming an extension of time for the completion of the work and shall not release the Contractor from damages or liabilities for failure to complete the work within � the time stipulated. � 1-08.9 Liquidated Damages (City of Bremerton GSP) De/ete and replace the second paragraph with the following: � Li uidated dama es are established er 'Article 3' of the CONTRACT. The En ineer will q g P g ' deduct the accumulated amount from any money due or coming due to the Contractor. � 1-09 MEASUREMENT AND PAYMENT Add the following new section: 1 1-09.1(1) Quantity Reporting Requirements (City of Bremerton GSP, New Section) � 1. General. a. Requirement: Preparation of daily Quantity Reports generally as described � in this Section is hereby required of both the City and Contractor. b. Controlling Record: City and Contractor hereby acknowledge that the purpose of such daily Quantity Reports is to create a valid, contemporaneous record of all bid-item work performed by the Contractor, with the goal of limiting disputes by tracking and agreeing on the various quantities of work � as it is performed. The daily Quantity Reports required herein shall become the controlling record and source documentation of the work performed and the materials provided by the Contractor each day. � c. Correction of Errors: Nothing in this Section shall bar later adjustment of quantities for the purpose of correcting errors or omissions when such � adjustment is authorized by the Engineer. City and Contractor hereby agree C�ty of Bremerton February 2016 � 2016SewerRehabilitat�on SP-37 � that the Engineer's decision regarding corrections shall be final, as provided � in Standard Specifications Section 1-05.1. d. Dispute Resolution: For the purposes of this Section only, daily Quantity �' Reports for the preceding week shall be reviewed by the Contractor and Engineer at each weekly construction meeting and, to the extent possible, � any dispute related to the quantity work performed during the preceding week shall be resolved and final bid item quantities agreed upon. 2. Daily Quantity Report � a. Report Preparation: The Engineer will complete a daily Quantity report for each day that work is performed. The Contractor shall furnish any required � material invoices or load receipts to the Engineer each day in time for completion of the day's report. The Engineer and Contractor.shall review each day's report not later than the end of the next business day. Both the Engineer and Contractor shall sign each day's Quantity Report, � acknowledging the quantities of work and materials indicated in the Report. A sample of the City-provided form that will be used for all such reports is included in the Appendix of these Special Provisions. � 1-09.6 Force Account (City of Bremerton GSP) Supplement this section with the following: The bid item"Force Account"has been included in the Bid Proposal for changes: � - As directed by the Owner in accordance with Section 1-04.4. This will be issued as � Work Change Directives and incorporated into the contract via a Change Order. - Due to differing site conditions, as described in Section 1-04.7, for which the Engineer determines the Contractor is due additional compensation per Section 1-04.7 and � which is not covered by the contract unit prices. No payment will be made for any work from this bid item that has not been expressly approved in writing by the Engineer. � Add the following new section: � 1-09.6(1) Force Account Reporting Requirements (Ciry of Bremerton GSP, New Section) � 1. General. a. Requirement: Preparation of daily reports generally as described in this Section,of � all Force Account Work authorized by the City, is hereby required of both the City and Contractor. b. Controlling Record: City and Contractor hereby acknowledge that the purpose of � such daily reports is to create a valid, contemporaneous record of all work performed by the Contractor in response to Work Change Directives (WCD) issued � City of Bremerton February 2016 2016 Sewer Rehab�litation SP-38 � � Iby the City,with the goal of limiting disputes by agreeing on the amounts and costs of work as the work is performed. The daily reports required herein shall become � the controlling record and source documentation of the work actually performed, and the materials actually provided,by the Contractor for Force Account Work. c. Error Correction: Nothing in this Section shall bar later adjustment of quantities or � costs for the purpose of correcting errors or omissions when such adjustment is authorized by the Engineer. City and Contractor hereby agree that the Engineer's decision regarding corrections shall be final,as provided in Standard Specifications � Section 1-05.1. d. Dispute Resolution: For the purposes of this Section only, Daily Force Account Reports for the preceding week shall be reviewed by the Contractor and Engineer � at each weekly Construction Meeting and, to the extent possible, any dispute related to the quantity of Force Account work performed during the preceding week shall be resolved and final material quantities, labor hours and equipment � hours agreed upon. � 2. Daily Force Account Report a. Report Prepararion: The Engineer will complete a daily Force Account report for each unit of Force Account work, for each day that such work is performed. The � Contractor shall furnish the material and equipment invoices required by Standard Specification Section 1-09.6 to the Engineer each day in time for completion of that day's reports. The Engineer and Contractor shall review each day's reports not , later than the end of the next business day. Both the Engineer and Contractor shall � sign each day's Force Account reports, acknowledging the quantities of materials and hours of use of labor and equipment indicated in the report. The City uses an � equivalent of WSDOT Form # 422-008 titled 'Daily Report of Force Account . Worked' for tracking force account work. A sample of the City-provided form that will be used for all such reports is included in the appendices. . � 1-09.7 Mobilization (City of Bremerton GSP) � Supplement this section with the following: � The lump sum amount for "Mobilization" in the Bid Schedule shall be approximately 10% of the total bid amount. � 1-09.8 Payment for Material on Hand (City of Bremerton GSP) i Delete al!the provisions in this section and substitute the following: � The Owner will not make payment for material on-hand. Payment will be in accordance with items as described in Division 7. 1 C�ty of Brernerton Februa�y Z016 ' 2016 Sewer Rehabilitation SP-39 . � 1-09.9 Payments � (City of Bremerton GSP) Delete the first four paragraphs and replace them with the following: The basis of payment will be the actual quantities of Work performed according to the Contract and as specified for payment. � Where applicable,the Contractor shall submit a breakdown of the cost of lump sum bid items at � the Preconstruction Conference to enable the Project Engineer to determine the Work performed on a monthly basis. A breakdown is not required for lump sum items that include a basis for incremental payments as part of the respective Specification. Absent a lump sum � breakdown, the Project Engineer will make a determination based on information available. The Project Engineer's determination of the cost of work shall be final. Progress payments for completed work will be based upon progress estimates prepared by the � Engineer. A progress estimate cutoff date will be established at the preconstruction conference. The initial progress estimate will be made not later than 30 days after the Contractor � commences the work,and successive progress estimates will be made every month thereafter until the Completion Date. Progress estimates made during progress of the work are tentative, � and made only for the purpose of determining progress payments. The progress estimates are subject to change at any time prior to the calculation of the final payment. The value of the progress estimate will be the sum of the following: � 1. Unit Price Items in the Bid Form —the approximate quantity of acceptable units of work completed multiplied by the unit price. � 2. Lump Sum [tems in the Bid Form — based on the approved Contractor's lump sum breakdown for that item, or absent such a breakdown,based on the Engineer's determination. � 3. Change Orders —entitlement for approved extra cost or completed extra work as determined by the Engineer. Progress payments will be made in accordance with the progress estimate less: � 1. Retainage per Section 1-09.9(1), on non FHWA-funded projects; � 2. The amount of progress payments previously made; and 3. Funds withheld by the Contracting Agency for disbursement in accordance with the Contract Documents. � Progress payments for work performed shall not be evidence of acceptable performance or an admission by the Contracting Agency that any work has been satisfactorily completed. The � determination of payments under the contract will be final in accordance with Section 1-05.1. 1-09.11 Disputes and Claims � ' Ciry of Bremerton February 2016 2016 Sewer Rehab�litation Sp_¢p � � � 1-09.11(3) Time Limitation and]urisdiction (City of Bremerton GSP) � Replace all references to Thurston County with Kitsap County. � � Delete Sections 1-09.13(3) and 1-09.13(4) and replace with the following section: 1-09.13(3) Claims of Any Value � (City of Bremerton GSP, New Section) The Contractor and the Contracting Agency mutually agree that claims, whatever the value, submitted in accordance with Section 1-09.11 and not resolved by nonbinding arbitration ADR � processes, shall be resolved by litigation unless the parties mutually agree to resolve the claim through binding arbitration. Each party is responsible for its own attorney fees and litigation costs. � I1-10 TEMPORARY TRAFFIC CONTROL �� '� ', � 1-10.1 General (City of Bremerton GSP) ' Supplement this section by inserting the followiny: :. . Any materials, labor or equipment required for maintaining traffic flow during the life of this � � Contract shall be furnished, placed and maintained by the Contractor, immediately upon request by the Engineer. Furnishing of and preservation and maintenance of traffic control devices shall be the sole responsibility of the Contractor. � Emergency traffic such as police, fire, and disaster units, shall be provided access at all times. The Contractor shall be liable for any damages, which may result from failure to provide � reasonable access or coordination. Existing Signs Devices. and Pavement Markin�s: Existing traffic control and street name signs which interfere with construction shall be relocated, covered, or removed by the Contractor and � temporarily stored in a safe place. "Stop", "Yield', and "One-Way" signs shall be removed, covered or relocated only upon approval of the Engineer. Existing signs shall not be removed until the Contractor has provided temporary measures sufficient to safeguard and direct traffic , after the existing signs have been removed. Except as otherwise specifically provided in the contract documents,preservation and maintenance of traffic control and street name signs shall be the sole responsibility of the Contractor. � As work progresses and as permits, temporarily relocated or removed traffic and street name signs shall be reset in their permanent location by the Contractor. Signs and other traffic � control devices damaged or lost by the Contractor, shall be replaced or repaired by the City of Bremerton February 2016 � 2016 Sewer Rehabilitation SP-41 � Contractor at no cost to the City. The option of whether a sign can be repaired or shall be �- replaced shall be the Engineer's,and such decision shall be final and binding on the Contractor. When paint lines are obliterated due to construction activities or pavement restoration, � temporary pressure sensitive pavement marking tape, traffic buttons or delineators shall be installed where designated by the Engineer. These temporary features shall be removed only � upon installation of permanent traffic channelization. Unless otherwise provided for by a separate bid item in the proposal, removal of permanent striping and installation and removal of temporary striping shall be incidental to the unit contract price for other items in the , proposal. lviaintainin� Two-way Traffic and Access: Except as permitted by the Engineer, two-way � traffic shall be maintained at all times. No dead-end streets will be allowed to have less than one way access at any time. During working hours, the Contractor shall maintain, �n a safe, acceptable condition, all approaches and intersections with roads, streets, alleys, and driveways to businesses, parking lots, residences, etc. All streets shall be open to local traffic at the end of � each working day unless otherwise noted in the approved Traffic Control Plans. Except where permitted elsewhere in the Contract Documents or authorized by the En ineer in g writing, during non-working hours, excavations within roadways, driveways, pedestrian � pathways, or similar areas within rights of way or easements used by the public shall be backfilled, compacted and covered with cold mix asphalt or covered with steel plates or other �, approved temporary bridging. The Contractor shall conduct the work so as to obstruct and inconvenience traffic as little as � possible. The Contractor shall not open sections of the work and leave them in an unfinished condition. During normal working hours, the Contractor�shall maintain, in a safe, acceptable condition, all approaches and intersections with roads, streets, alleys, and driveways to � businesses, parking lots, residences, etc. All streets shall be open to local traffic at the end of each working day unless otherwise noted in the approved Traffic Control Plans. During non- working hours, the Contractor shall keep existing traffic lanes clear, without interference from � construction operations, eyuipment or materials. 1-10.1(2) Description � (May 25,2006 APWA GSP) Revise the third paragraph to read: � The Contractor shall provide signs and other traffic control devices not otherwise specified as being furnished by the Contracting Agency at no additional cost. The Contractor shall erect and � maintain all construction signs, warning signs, detour signs, and other traffic control devices necessary to warn and protect the public at all times from injury or damage as a result of the Contractor's operations which may occur on highways, roads, streets, sidewalks. or paths. No � work shall be done on or adjacent to any traveled waX until all necessary signs and traffic control devices are in place. � 1-10.2 Traffic Control 1vlanagement i C�ty of Bremer[on February 2016 2016 Sewer Rehabilitatron SP-42 � ' � 1-10.2(1) General (City of Bremerton GSP) , Supplement this section with the following: � The TCS will be contacted to correct any traffic control or signing deficiencies during normal working hours or during evenings or weekends as necessary or required. The TCS shall respond as required by Standard Specification 1-10.2(1)B. If the Traffic Control Supervisor or ' the Contractor's forces do not respond within the required time, the City will make any necessary corrections using its own or other forces and shall deduct the entire cost of all such work from sums due, or to become due, to the Contractor. All such charges against the � Contractor's payments shall be made at the City's then current rates for labor, equipment, and materials. � The TCS shall be certified by one of the following organizations. The TCS certification shall be submitted to the City prior to any construction: American Traffic Safety Services Association � 5440 Jefferson Davis Hwy. Fredericksberg,VA 22407 (703) 898-5400 � � Evergreen Safety Council 401 Pontius Avenue North ' Seattle,Washington 98109 ;• 1-800-521-0778 or (206) 382-4090 " • � The Northwest Laborers-Employers Training Trust ' - 27055 Ohio Ave. Kingston,WA 98346 � (360) 297-3035 � 1-10.2(2) Traffic Control Plans (City of Bremerton GSP) � Supplement this section by inserting the following: � Where work occurs in the ROW, the Contractor shall prepare and submit a traffic control plan to the City for review. The plan shall be in accordance with MUTCD requirements. The plan shall be submitted at least 7 days in advance of the actual work. � 1-10.3 Traffic Control Labor, Procedures and Devices � 1-10.3(3) Traffic Control Devices � Supplement this section by inserting the following: City of Bremerton February 2016 � 2076 Sewer Rehabilitation SP-43 � � All signs required for traffic control as well as any other signs prescribed by the Engineer shall be furnished by the Contractor. � Add the following new section � 1-10.3(3)L Parking Restriction Signs (City of Bremerton GSP, New Section)) ' Where, in the opinion of the Engineer, parking is a hazard to thru-traffic, or to the construction work, parking may be restricted either entirely or during the time when it creates a hazard. ' Signs for restricting parking shall be approved by the Engineer and provided and placed by the Contractor. The Contractor shall be responsible for and shall maintain the signs, if they are used in any street that is directly involved in the construction work. If parking signs are used � beyond the confines of the work area, such as in another street being used as a detour,the signs will be the responsibility of the Contractor. The placement of signs restricting pa►-king shall be as approved by the Engineer and shall be placed at least 72 hours in advance of the needed parking removal. Parking restriction signs shall be placed two working days in advance of � needing the parking removed,with the start date of the "no parking" clearly shown. The area to be restricted shall be clearly marked with Type 1 barricades carrying signs that give the specific period (dates and times) that the area is to be clear of vehicles. Signs shall be large enough to � be easily read from a distance of 50 feet and shall advise where impounded vehicles will be stored or indicate a 24-hour telephone number for obtaining that information. A minimum of 72 hours advance notice is required before towing vehicles. All signs must be approved by the � Engineer prior to use. Example wording of the signs is as follows: WARNING ! TOW AWAY ZONE � NO PARKING FROM: DATE and TIME TO: DATE and TIME � FOR CONSTRUCTION WORK ALL VEHICLES REMAINING WILL BE TOWED 1-10.4 IVieasurement 0 (City of Bremerton GSP) Delete the entire section and replace with the following: ' No specific unit of ineasurement will apply to temporary traffic control. , 1-10.5 Payment (City of Bremerton GSP) � Delete the entire section and replace with the following: Temporary traffic control, which includes all equipment, labor and vehicles for developing j and implementing traffic control plans, providing flagging, uniformed traffic control, Traffic Control Supervisor, Class A and Class B construction signs, detour routes, cones, barricades, � C�ty of Bremerton February 2016 2016 Sewer Reh�bilitatiorl Sp-44 � � � flashers, sequential arrow signs, traffic safety drums, removal of permanent striping, installing and removing temporary striping and arrows, and other temporary traffic control � devices, shall be considered incidental to all other bid items. Variable message boards (VMS), where used as directed by the Engineer, shall be paid as � force account. , END OF DIVISION 1 � � � , • . � . � - � � � , � � � City of Bremerton February 2016 � 2016 Sewer Rehabilitation SP-45 . � � DIVISION 7 DRAINAGE STRUCTURES,STORM SEWERS,SANITARY SEWERS,WATER MAINS AND CONDUITS � 7-08 GENERAL P[PE INSTALLATION REQUIREMENTS ` (City of Bremerton GSP) Section 7-08.3 is supplemented with the following: , 7-08.3(5)TemporaryBypass Pumping 7-08.3(5)AGeneral Requirements � In the performance of the cure-in-place-pipe (CIPP) lining work, the Contractor shall ensure that � existing sanitary setver service to customers is maintained by the design, installation,and operation of a temporary bypass pumping system at each lining site. The bypass pumping system shall consist of pumps, piping, flow-through plugs, sand bags, and other means/materials for temporarily � diverting flow froin the upstream manhole and directing it to a manhole downstream of the rehabilitation operation. � Bypass pumping shall be done in such a manner as not to damage private or public property,or create a nuisance or public menace. The pumped sewage shall be in enclosed hoses or pipes that are � adequately protected from traffic,and shall be redirected into the appropriate sewer system. The discharge of sewage to private property,city streets.sidewalks storm sewer wetlands or anX location other than an approved sanitary sewer is,prohibited The Contractor shall be liable for all � cleanup, damages,and resultant fines should the Contractor's operation cause any backups, overflows,or property damage. � The Contractor shall notify property and business owners prior to the work in accordance with SP 1- 07.16(5). � Discharge water from storm lines should be captured and disposed/treated in accordance with local, state,and federal laws. , 7-08.3(5)B Backup Equipment and Monitoring Bypass pumping shall be scheduled for continuous opei•ation with back-up pumps, generators, � and/or other eyuipment available on-site at all times for periods of maintenance and refueling or failure of the primary bypass pump(s). The Contractor shall provide experienced monitoring � � personnel on site at all times to verify the bypass pumping system remains functional. These individuals shall have the experience to operate and maintain the bypass system to ensure there is continuous operation of the bypass system. The primary and backup pump shall be installed with a ` I� piping manifold and isolation valves at the discharge so both pumps are always connected to the bypass piping and which allows switching between the primary and backup pump by � City of Bremer•ton February 2016 2016 Sewer Reha6�l�tation SP-46 � ' � opening/closing the isolation valves. Bypass pumping with only a single pump installed and operational will not be permitted. � 7-08.3(S)C Flow for Bypass System Design � Kitsap Lake Interceptor,�Sheets C1 C2, and C31 The Kitsap Lake Interceptor is a gravity-force main that receives flow from Sewage Pump Station � KL-1. The dry weather daytime flow from KL-1 is 940 gpm for up to 10 minutes every 30 to 60 minutes. The starting manhole (MH #R20-1011 on Sheet C1) is where the flow transitions from pressure to gravity flow. Some side sewers discharge at rates less than 50 gpm into the main. � [ntermittment flow rate is estimated at approxiinately 1100 gpm. Bypass pumping should be sized for minimum 1100 gpm intermittment flow with 50 to 100 gpm steady flow. Pump shall be , Rain for Rent Series SA-DV100c or greater. Note: Due to the high volume of�low, bypass pumping must be used to perform pre-lining video inspection, cleaning, and post-lining video inspection of Kitsap Lake Interceptor sewer. � �ones Street Sewer �Sheet C41 The Jones Street gravity sewer receives flow from the Kitsap Lake Interceptor (previously ' described) and local sewers. Intermittment flow rate is estimated at approximately 1200 gpm. � Bypass pumping should be sized for minimum 1200 gpm intermittment flow with 100 to 200 gpm steady flow. Pump shall be Rain for Rent Series SA-DV100c or greater. Note: Due to the high ` , ! . volume of flow,bypass pumping must be used to perform pre-lining video inspection, cleaning, and post-lining video inspection of Jones Street sewer. � ` All Other Sewers (Sheets C5 to C91 �� The remaining sewers all receive flow less than 50 gpm during dry weather. Pump shall be sized � to pump minimum 100 gpm. The Owner reserves the right to stop the Contractor's work if the Inspector believes that the � provided pumping equip�nent is inadequate for the anticipated weather conditions. In this case, the Contractor will be reyuired to schedule the work for another day. ' -08.3 5 D B ass Side Sewer Laterals � � ) YP � If the Contractor is unable to install the pipe liner and reconnect an active side sewer(s) within the time duration specified to the property owner,bypass pumping of the side sewer to the sanitary � sewer system shall be required if directed by the Owner. The Contractor shall verify whether service at a property is able to be interrupted prior to lining � operations. When there exist situations where impacted properties cannot be disconnected, plugged, or subjected to any other-service interruption,i.e.,hospitals, care facilities, restaurants,etc., bypass pumping of the side sewer to the downstream sanitary sewer system shall be required prior ' Ciry of Bremerton February 2016 1 2016 Sewer Rehabilitation SP-47 � to insertion of the liner system. If necessary,the contractor may install a cleanout to facilitate � bypass pumping. Payment for bypassing a side sewer and/or installing a cleanout for a specific property or business � in order to maintain sanitary service,where directed by the Owner,shall be paid via force account as described in Section 1-09.6. � 7-08.3(5)E Bypass Pumping Plan � The Contractor shall prepare and submit b ass um in lans in accordance with Section 1-05.5. ' YP P P g P The plan shall show bypassing from the upstream to a downstream manhole. The Contractor's � plan for bypass pumping shall be reviewed by the City before the Contractor will be allowed to commence bypass pumping and lining work at a particular site. Submit the plan at least 2 weeks before the actual work to allow sufficient time for review by the City. The review of the bypassing e system and equipment by the Engineer shall in no way relieve the Contractor of his responsibility and public liability. At a minimum,the bypass pumping plan shall include the following information: � • A plan showing the location of the pumps, tanks,generators, piping, and plugs. • Method of equipment noise control in accordance with City noise ordinance. � • Plugs: Method,type,and size • Piping: Size, material,location,method of installation,and sizing calculations. • Pumps: capacity, number, performance curve, method of noise control. Include � calculations demonstrating the pump can hydraulically perform with consideration of static lift, friction losses,and flow velocity. � • Primary and standby power generator: Power and sizing calculations for application • List of backup equipment including pumps,hoses,generators,and pipe r 7-08.4 Measurement This section is supplemented with the following: � No specific measurement shall apply to temporary bypass pumping. Measurement for sanitary sewer pipe shall be feet of pipe installed, pipe end to pipe end. , 7-08.5 Payment � This section is supplen�ented with the following: Temporary bypass pumping shall include bypass pumping plan, equipment, personnel, fuel, � monitoring,power,pumps,piping,barricades,emergency stand-by equipment, trenching for burial of pipe,re►noval of pipe, pavement restoration costs,and all other work necessary to maintain � uninterrupted sanitary sewer services by bypassing the applicable sewer system flows associated with cleaning,video inspection, CIPP lining, reinstating the respective laterals and sewers,and � City of Bremerton February 2016 2016 Sewer Rehabilitat�on SP-48 � � � sanitary sewer installation. Temporary bypass pumping shall be conside►-ed incidental to the bid items for Pre-installation Cleaning and Video Inspection, CIPP Lining and Sanitary Sewer � Installation. "Kitsap Lake Sanitary Sewer[nstallation- 12-inch Sewer". Payment for new 12" PVC Solid Wall , PVC Sanitary Sewer Pipe shall include all costs to provide a fully, functioning new sewer pipe from manhole to manhole in accordance with Section 7-08 and 7-17. Cost shall include excavation, , trench dewatering, temporary bypass pumping, erosion control, removal and disposal of existing 8" concrete pipe, bedding per 9-03.12(3), installation of new 12" PVC sewer pipe (approx. 27 lineal feet) grouted in place with sand collars, channeling with grout to ensure smooth transition in � manhole, backfill with native material,and compaction to 90% of standard proctor. Testing shall consist of visual inspection of joint prior to backfilling. The Owner representative must be present at the visual test. Air or water testing is not requi►-ed. ' � 7-20 PIPE PRE-INSTALLATION CLEANING, INSPECTION AND ASSESSMEIVT (City of Bremerton GSP, New Section) � ' 7-20.1 Description This work shall generally consist of cleaning, removing and disposing of waste materials, � and performing CCTV inspections of all the sewer main segments included in this project. ° ' � 7-20.1(1) Submittals i Submittals shall be in accordance with Section 1 05.5 of these specifications. Submittals shall include, but not be limited to, the items identified in these specifications and in Section � 1-05.5.The following items shall be submitted prior to any cleaning and inspection work being performed. � 1. Pre-Lining Inspection Reports After each video inspection has been completed,the Contractor shall provide the ' Engineer with two (2) copies of the Pre-Installation Inspection CD/DVD and associated Inspection Report for each sewer main segment. Each designated sewer main, which may include multiple pipes, shall be on a separate disk. � The Pre-Installation Inspection CD/DVD and associated [nspection Report for a sewer main segment shall be submitted to the Engineer at least five (5) working � days prior to requesting"wet-out" for that sewer main segment. Alternatively,the Contractor may submit any videos on a USB 3.0 thumb drive. � 7-20.3 Construction Requirements � C�ry of Bremerton February 2016 1 2016 Sewer Rehabilitat�on SP-49 � 7-20.3(1) Equipment � Cleaning Equipment � Cleaning equipment shall be capable of removing dirt,grease, rocks, sand, roots and other materials and obstructions from the sewer lines. Selection of equipment shall be based on field condition such as access to manholes, quantity of debris, size of sewer main pipe, ' condition of sewer main pipe, and pipe lining activities. Video Inspection Equipment ' The Contractor shall inspect the sewer interior walls of the sewer main pipe using a color CCTV camera with a lens capable of rotating 360 degrees to allow the Contractor to look � directly up tees and wyes. It is entirely the Contractor's responsibility to choose and provide the correct equipment and software which will produce CCTV inspections and reports that meet the minimum e CCTV inspection standards of this specification.Should any of the CCTV inspection eyuipment become damaged or degraded during the course of this project,such that it is not capable of producing the minimum standards, it shall be the Contractor's responsibility � to repair or replace the affected equipment. IVo additional work days or payment will be granted for the repair or replacement of damaged or degraded equipment. � 7-20.3(2) Personnel All CCTV inspections shall be performed by a trained operator who documents the date of � the inspection, the condition of the pipe at each phase including before and after liner installation,breaks, obstacles, and side sewers by closed circuit television. � 7-20.3(3) Cleaning � Prior to conducting CCTV inspection,the Contractor shall clean the sewer main segment. Clean shall be defined as the removal of all accumulations including sludge, dirt,sand,rocks, asphalt, concrete,grout,grease, roots,and any other solid or semi-solid material existing in � the pipe with 100% debris removal. It will be the Contractor's responsibility to make as many cleaning passes as necessary to meet the above definition of'clean'. Sludge, dirt, sand, rocks,grease, and other solids or semi-solid material resulting from the a cleaning operation shall be removed at the downstream manhole of the section being cleaned. Passing materials from manhole section to manhole section is not permitted. � , All roots shall be removed from the sewer lines. Special attention shall be used during the cleaning operation to assure removal of roots from the joints and side sewer connections. � Procedures may include the use of inechanical equipment such as rodding machines, root cutters, porcupines, and high-velocity hydro-jet cleaner. During sewer cleaning operations, precautions shall be taken by the Contractor in the use of cleaning equipment to avoid any � damage to the existing pipe.Any damage of the sewer main pipe resulting from the Contractor's cleaning operations, regardless of the existing condition of the pipe, shall be . � City of Bremerton February 2016 201 G Sewer Rehabilitation SP-50 � � � the responsibility of the Contractor. The Contractor shall use extreme care to not further damage the pipe during cleaning operations. � 7-20.3(4)Waste Material Disposal � The Contractor shall dispose of all waste materials removed from the sewers during the cleaning operation at an off-site location that accepts waste material. Trucks hauling solids or semi-solids from the site shall be watertight so that no leakage or spillage will occur. , Under no circumstances shall sewage or solids be dumped onto the ground surface. streets. catch basins,or storm drains. � 7-20.3(5) CCTV Inspection The Contractor shall perform CCTV inspection after cleaning the sewer lines to document / the condition of the host pipe,verify the number and footages of side sewer connections, and verify the lines were cleaned in accordance with these specifications. � In order to allow for an accurate analysis of the condition of the existing sewer main/host pipe, the Contractor shall ensure that the entire surface of the sewer main under inspection is clearly visible.When the depth of sewage,which may be caused by existing defects such � as sags, offsets,voids,etc., obstructs the ability of the Engineer to clearly view the sewer main/host pipe surface,the Contractor shall halt the inspection and remove the sewage ' from the main using high velocity jetting machines, or other non-destructive methods acceptable to the Engineer. Once the main section under inspection is clear of sewage the inspection may resume. , When obtaining video footage of the side sewer connections,the video shall provide ' sufficient detail to allow the Owner to determine whether the connection is still active. � If the incoming flows are sufficient to obstruct the ability of the Engineer to clearly view the entire surface of the sewer main/host pipe under inspection, the Contractor shall temporarily plug all incoming flows to the upstream manhole,and bypass pump around the � plugged segment and the sewer main segment under inspection. Bypass pumping from the upstream manhole shall be utilized as needed. , Flows introduced by laterals are unavoidable and expected,however,should these flows introduce sufficient fluids to obscure the visibility of the pipe, the Coiitractor shall halt the inspection until the sewage has been removed. � If the Contractor should find rocks and sediments,grease,grout, protruding laterals,or other obstructions that would otherwise prevent the installation of a liner,they shall halt � the inspection and remove said obstructions prior to completing the CCTV inspection. The Contractor shall maintain a clean and clear lens for the duration of the CCTV inspection. � Should the lens become soiled,or fogged, or otherwise impaired to any degree that impedes the ability to clearly see the condition of the pipe, the Contractor shall halt the inspection and clean/clear the lens of any foreign matter impeding the visual inspection. No additional � � Ciry of Bremerton February 2016 ' 2016 Se�ver Rehabilitat�on SP-51 � compensation will be made for re-inspections reyuired by the Engineer due to soiled, , fogged, or otherwise impaired camera lenses. The Contractor shall maintain sufficient light levels within the main to allow for visual � inspection of the pipe walls for a minimum distance of three (3) feet in front of the camera lens for all 8" to 10" pipe, and four{4}feet for all pipe sizes 12" and up.Additionally,the � Contractor shall make certain that the light levels are not so bright that visual inspection is impeded. Should the camera get stuck in the sewer,the Contractor shall be responsible for all costs in ' extracting it. Costs related to difficulties encountered during internal video inspection are incidental to the contract, and claims will not be considered. ' Information to be included for video and insnection reports � The video files shall be recorded and submitted in MPEG-4 format and be PACP compliant databases. No other file format will be accepted unless approved by the Engineer. The CC video shall include the following information: � Continuous display: - Date of inspection � - Main segment number - Upstream and downstream manhole numbers � - Current distance along the mainline Audio: - Date of inspection 1 � - Confirmation of upstream and downstream pipe manhole numbers - Description of pipe size and pipe material � - Description of setup - Description and location of defects - Description and location of lateral connections. � - Upstream and downstream manhole numbers - Current distance along the mainline � '' The inspection r•eport shall include the following information: •Date of Inspection ' •Reference to name of video (MH to MH) •Corresponding plan sheet number for segment ' •Main segment number •Upstrea�n and Downstream Manhole Numbers •Street Location � � •Basin Name •Setup (Normal or Reverse Flow) � City of Bremerton February 2016 201 G Sewer Rehabilitation SP-52 � ' � •Pipe size and material •Status (Active or Inactive) of ali side sewers � •Location,length,and depth of water of sags •Location and description of defects •Confirmation of ability or inability to rehabilitate the subject sewer main segment / using CIPP � 7-20.3(6) Assessment of Sewer Lines 7-20.3(6)A General � This work shall generally consist of assessing the existing condition and ability to line a sewer main segment. , In addition to the videos,the Contractor shall prepare and submit a Pre-Lining Inspection Report which shall note the pipe condition, lateral footages and clock position, root protrusions,and any other information required to understand the pipe condition for lining. , Based on a review of the video and report,the Owner will make a determination of which laterals must be restored (active) and whether spot repairs of the pipe are required prior to the work. ' 7-20.3(6)8 Lining Feasibility . ' Minimum Acceptable Conditions � The Contractor is responsible for determining whether or not a sewer main segment is � suitable for CIPP lining.The Contractor shall not install a CIPP liner in any sewer main segment with existing defects that interfere with or cause a reduction in hydraulic capacity, or which may interfere with future CCTV inspection operations, or which may hinder in any . � way the quality of installation of the CIPP liner system. [f a sewer main segment is not suitable for lining it shall be noted in the Pre-Lining Inspection Report and presented to the Engineer. iThe following sewer main pipe defects and conditions shall be considered as guidelines when performing CCTV Inspection review and making lining feasibility assessments. ' Sa�s: Any section of a sewer main segment that has a sag which causes sewage levels to , continuously reach half pipe or greater, and which is longer than ten (10) feet in length shall be noted on the Pre-lining inspection report and presented to the Engineer. The Engineer shall make the final determination of whether the sag is acceptable or needs repair prior to ' lining. Protruding Laterals: � Any side sewer lateral that encroaches into the inside diameter of the sewer main host pipe shall be considered a protruding lateral.The Contractor shall take appropriate measures to � internally remove that portion of the lateral that is protruding.The method used to remove Ciry of l3remerton February 2016 ' 2016 Sewer Rehabilitation SP-53 � the protrusion shall not be destructive to that portion of the side sewer lateral outside of � the inside surface of the of the sewer main host pipe,and shall result in a smooth, non- jagged edge which will not hinder in any way the quality of the installation of the C[PP liner ' system. If the Contractor is unable to remove the protruding lateral it shall be noted in the Pre- � Installation Inspection Report and presented to the Engineer.The Engineer shall make the final determination of whether the protruding lateral is acceptable or needs repair prior to lining. Internal removal of protruding laterals shall be included in the cost for"Pre- � Installation Cleaning and Inspection", per linear foot. Bends and Curves: � If,in the opinion of the Contractor, there exists a section in the sewer main segment with bends or curves which may prevent lining operations,or future CCTV inspections after a e liner has been installed, or which may hinder in any way the quality of installation of the CIPP liner system, it shall be noted in the Pre-Lining Inspection Report and presented to the Engineer. � Offset Ioints: Any joint that is offset by more than one half(1/2) of an inch in an 8-inch diameter pipe or � one (1) inch in a 10-inch diameter pipe or larger shall be noted on the Pre-lining inspection report and presented to the Engineer.The Engineer shall review the defect and make a final determination of whether the offset is acceptable or needs to be repaired prior to lining. � Roots: The contactor is required to remove all roots within the sewer main pipe as part of the � cleaning operations. If there are any roots growing into the main from a side sewer lateral the Contractor shall take measures to cut them back to the point that they are no longer in ' the main.The Contractor shall note these occurrences in the Pre-Lining Inspection Report. Other Defects: Any other defects in a sewer main segment that, in the Contractor's opinion,will impede the o Contractor's ability to clean and/or line to the level of quality required within these contract provisions shall be noted in the Pre-Lining Inspection Report and presented to the � Engineer. 7-20.4 Measurement � Cleaning,video inspection and evaluation of sanitary sewer pipe prior to CIPP lining shall be based on lineal foot of pipe measured during the pre-lining video inspection and confirmed ' by City of Bremerton Engineering staff,from pipe end to pipe end. 7-20.5 Payment t "Pre-Installation Cleaning and Video Inspection for Kitsap Lake Interceptor and � C�ty of Bremerton February 2016 2016 Sewer Rehabilitat�on Sp-5¢ o � � Jones Street Sewer", "Pre-Installation Cleaning and Video Inspection for 8-inch to 12-inch Sewer." As described in this section and elsewhere in the contract documents, � payment for cleaning,video inspection and evaluation of all sanitary sewer pipe on the project prior to CIPP lining shall be per linear foot measured. Tempora►•y bypass pumping shall be included in the unit costs and is described in Section SP 7-08.5. The bid item "Pre- � Installation Cleaning and Video Inspection for 8-inch to 12-inch Sewer" includes only the sewer pipes scheduled for C[PP Lining on Plan Sheets C5 to C9. The City may request pipe , cleaning and video inspection work for other sewers that are not part of this contract at the unit prices in the bid scliedule if similar in scope and pipe size, whicli shall be paid out of force account. ' Where the Owner directs spot repairs of the pipe,including excavation,exposing and repair/replacement of portions of the pipe,prior to the lining installation work,these shall � be paid via force account in accordance with Section 1-09.6. , 7-21 CURE-IN-PLACE PIPE (CIPP) REHABILITATION (New Section) ' (City of Bremerton GSP, New Section) •. 7-21.1 Description � ' s:.. This work shall consist of rehabilitating sanitary sewer pipelines using CIPP lining within the existing,structurally deteriorated pipe. , The rehabilitation of pipelines utilizing CIPP shall generally consist of the installation of a � resin-impregnated flexible felt tube or composite felt and carbon or glass fiber tube which, � , when cured, shall extend the full length of the original pipe and provide a structurally sound,smooth,joint-less and watertight pipe.The Contractor is responsible for proper, accurate and defect free installation of the new pipe regardless of the methods described � herein. Piping plan sheets with stationing from beginning to end are in Appendix C. � 7-21.1(1) Reference Specifications,Codes,and Standards The following documents form a part of this specification to the extent stated herein and � shall be the latest editions thereoE Where differences exist between codes and standards, the one affording the greatest protection shall apply,as determined by the City. ' ASTM F2019 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Pulled in Place [nstallation of Glass Reinforced Plastic (GRP) Cured-in-Place Thermosetting � Resin Pipe (CIPP) ASTM F1216 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the Inversion and Curing of a Resin-Impregnated Tube. � City of Bremerton February 201 G ' 2016 Sewer Rehab�litntion SP-55 � ASTM F1743 Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the � Pull in and inflate and Curing of a Resin-Impregnated Tube. ASTM 0543 Test Method for Resistance of Plastics to Chemical Reagents '� ASTM 0578 Standard Specification Glass Fiber Strands ASTM 0638 Standard Test Method for Tensile Properties of Plastics. ' ASTM 0790 Standard Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materials. ' ASTM 02122 Standard Test Method for Determining Dimensions of Thermoplastic Pipe and Fittings ' ASTM 03567 Standard Practice for Determining Dimensions of"Fiberglass" (Glass-Fiber- Reinforced Thermosetting Resin) Pipe and Fittings � ASTM D5813 Standard Specification for Cured-in Place Thermosetting Resin Sewer Pipe NASTT Paper A-5-02 Styrene Free Resins for Cured-in-Place-Pipe (CIPP) Provide ' Comparable Mechanical Properties and Ease 7-21.1(2) Contractor Submittals � Submittals shall be in accordance with Section 1-05.5 of these specifications. Submittals shall include,but not be limited to, the items identified in these specifications and in Section � 1-05.5 of these specifications. A. Written guarantee indicating intent to comply with the manufacturer's , standards for all materials and techniques being used in CIPP process.Any proposed modifications to the manufacturer's recommended standards shall , be approved by the Engineer prior to installation of the product. Submit prior to purchase of any materials. B. Certified test results from the manufacturers which indicate that all � materials conform to the applicable requirements. Submit prior to purchase of lining materials. � C. Wall thickness calculations, stamped by a professional engineer, per 7- � 21.2(5). D. Chemical Resistance Data-The Contractor shall submit CIPP test results � that meet the chemical resistance requirements of ASTM F1216 and ASTM F1743. Section 5.2.6. CIPP samples tested shall be of fabric tube and the specific resin proposed for actual construction. It is required that CIPP � samples without plastic coating meet these chemical testing requirements. Also reference Section 7-21.2(6). ' City of Bremer•ton February 2016 ZOZ 6 Sewer Rehab�litation SP-56 � � � E. CIPP Field Samples- The Contractor shall submit test results from previous ' field installations of the same resin system and tube materials as proposed for the actual installation, Field sampling procedure shall be in accordance with ASTM F1216 or ASTM F1743 and in accordance with ASTM D5813. ' Obtain post-installation field samples for each installed lining and submit to the City upon request. , F. MSDS Sheets-The Contractor shall submit Material Safety Data Sheets for all resins, and other additives such as accelerants, colorants, and lubricants � utilized in the pipe liner/lining process. G. Informational Handout for Public-The Contractor shall submit an ' informational handout that describes the materials,processes, installation, pressures,temperature limitations,and odors associated with the lining process that shall be provided at the request of concerned residents. ' �, H. "Wet-out sheets - Reference paragraph 7-21.3(1) ' I. Post-[nstallation Inspection Report. Reference paragraph 7-21.3(5). � . 7•21.2 Materials ' 7•21.2(1) General Neither the CIPP product, nor installation, shall cause adverse effects to any of the City � processes or facilities.The use of the product shall not result in the formation or production of any detrimental compounds or by-products at the wastewater treatment plant.The Contractor shall notify the City and identify any by-products produced as a result oE the , operations,test and monitor the levels,and comply with any and all local waste discharge reyuirements. ' 7.21.2 2 Product Storage and Handling { ) , All materials shall be accompanied by test reports certifying that the material conforms to i ' the ASTM standards listed herein. Materials shall be shipped, stored,and handled in a manner consistent with written recommendations of the manufacturer. Storage locations shall be approved by the Engineer.All damaged materials and pipe rejected by the Engineer r shall be promptly removed from the site at the Contractor's expense and disposed of in accordance with current applicable regulations. Damage Includes,but is not limited to, � gouging,abrasion,flattening,cutting,puncturing,or ultra-violet(UV) degradation. , Ciry of Brernerton February 2016 ' 2016 Sewer Rehabrlitation SP-57 � � 7•21.2(3) Tube � 1. The tube shall consist of one or more layers of flexible, needled felt or an equivalent non-woven or woven material,or a combination or non-woven and woven materials, � capable of carrying resin,and withstanding installation pressures and curing temperatures,as required in ASTM F 1216, Section 5 or ASTM F 1743, Section 5; and , ASTM D 5613,Sections 5, 6 and 8.The tube may also contain fell layers reinforced with glass or carbon fibers. 2. The tube shall be manufactured to a size that when installed will snugly fit the internal ' circumference and the length of the original pipe.The tube shall have sufficient strength to bridge missing pipe sections and be able to stretch to fit irregular pipe sections and ' negotiate bends.Allowance shall be made for circumferential and longitudinal stretching during installation. Diametric shrinking during the curing process shall meet e the requirements of ASTM D 5813, Section 6.3.1 or better. 3. The outside layer of the tube shall be coated with an impermeable, flexible membrane , that will contain the resin during and after fabric rube impregnation,and facilitate rnonitoring of the resin saturation during the resin Impregnation (wet-out) procedure. 4. The tube felt shall be homogeneous across the entire wall thickness containing no � intermediate or encapsulated elastomeric layer. No material shall be Included in the tube that may cause de-lamination in the cured CIPP. No dry or unsaturated layers shall � be acceptable upon visual inspection as evident by color contrast between the felt fabric and the activated resin containing a colorant. , 5. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective color so that a clear detailed examination with CCTV Inspection may be made. , The hue of the color shall be dark enough to distinguish a contrast between the fully resin saturated felt fabric and dry or resin lean areas. 6. Seams in the tube shall be equal to,or greater in strength than the non-seamed felt a material. 7. The outside of the tube shall be marked with h n � t e ame of the manufacturer. 8. The nominal tube wall thickness shall be constructed to the nearest 1.5 mm increment, , rounded up from the design thickness for that section of installed CIPP.Wall thickness transitions, in 1.5 mm increments or greater as appropriate,may be fabricated into the � fabric tube between installation entrance and exit access points. 9. The minimum length of the tube for any sewer main segment shall be that deemed , necessary by the installer to effectively span the distance from the starting inanhole to ' �' City of Bremerton February 2016 20.16 Sewer Rehabilitation SP-58 � � � the terminating manhole or access point, plus that amount required to run-in and run- out for the installation process. � 10. Normally a pre-liner will not be required. Where groundwater is observed entering the pipe in the pre-lining video inspection,the Contractor shall install a pre-liner in the pipe ' prior to the felt liner. The pre-liner tube shall be a reinforced plastic sheet formed to fit the host pipe being lined and shall be continuous from manhole to manhole. The cost , for the pre-liner shall be considered incidental to the cost of CIPP lining. � 7-21.2(4) Resin 1. The resin/liner system shall meet the 10,000 hour test in accordance with ASTM D2990 or equivalent testing. ' 2. The resin shall be a chemically resistant thixotropic vinyl ester resin that is compatible with the installation process. The resin shall be stvrene-free. The resin should be � able to cure both in the presence and without the presence of water and the initiation temperature for cure should be less than 180 degrees Fahrenheit.When properly cured the resin/liner system shall meet the structural and chemical resistance requirements � of ASTM F1216 and or ASTM F1743. The resin shall be Corezyn CORVE8295 or equal. , ' 3. The activated resin shall contain a colorant compatible with the resin, organic peroxides .... and the installation and curing process,such as Creallova� CHROMA CHEM 844-7260 Phthalo-Blue, or equivalent,at a level of 0.01-0.035 % by the weight of the resin.The 1 colorant shall be added concurrently with the organic peroxide activator solution, or immediately after adding it to the resin,to serve as a multi-purpose visual quality ' assurance indicator. For systems using a photo-initiator catalyst no colorant in the activated resin is required. , 7-21.2(5) C[PP Structural Requirements 1. Except where the liner thickness has already been provided by the City,the thickness of , each liner installed shall be determined using calculation methods that are consistent with industry standards and the requirements of all applicable ASTMs. The Contractor's Design Engineer shall submit stamped and signed designs prior to the � installation of any liner.The designs shall include a step by step calculation that shows all equations, defines all variables,lists all assumptions,and clearly indicates all values ' used for the design. 2. The minimum acceptable liner thickness is 6 mm. � 3. For a particula►-bid item, the pipe thickness shall be the same for all individual sections of pipe. For the design depth,use the maximum structure depth for each bid item. � City of Bremerton February 2016 , 2016 Sewer Rehabilitation SP-59 � � 4. The design engineer shall set the long term (50 year extrapolated) Creep Retention Factor at 50% of the initial design flexural modulus as determined by ASTM D790 test � method. 5. The cured in place pipe material (CIPP) shall conform to the structural properties as ' listed below. Minimum Ph sical Pro erties � Pro er Test Method Cured Com osite ' Wall Thickness ASTM D2122 Per ASTM F1216 Flexural Modulus of Elastici ASTM D-790 short term 300,000 si e Flexural Stren h ASTM D-790 4,500 si 6. The required structural CIPP wall thickness shall be based as a minimum on the , physical properties indicated above,the Design Equations in the appendix of ASTM F1216, and the following design parameters: � Desi n Safe Factor 2.0 Cree Retention Factor 50% � Ovali 2% Modulus of assive soil reaction 1,000 si ' Groundwater De th Assume at surface Soil De th See Plan Set , Live Load H-20 Hi hwa Loadin Soil Load assumed * 134 lb cu. Ft. � Pi e Condition Full Deteriorated Minimum service life 50 ears � *No soils investi ation related to this ro�ect has be erformed 7-21 .2(6) Chemical Resistance , Chemical resistance tests should be completed in accordance with Test Method D543. Exposure should be for a minimum of one month at 73.4 degrees F. During this period, the ' CIPP lest specimens should lose no more than 20 percent of their initial flexural strength and flexural modulus when tested in accordance with ASTM F1216 and ASTM F1743, ' whichever is applicable,when subjected to the following: ' Ciry of Bremerton Februnry 2016 2016 Sewer Rehab�l�tat�on SP-60 a ' � Chemical Solution Concentration ercent , , Ta Water H 6-9 100 Nitric Acid 5 , Phos horic Acid 10 Sulfuric Acid 10 1 Gasoline 100 Ve etable Oil 100 � Deter ent 0.1 Soa 0.1 ' The Contractor shall be responsible for all costs associated with the chemical resistance tests. 1 � 7-21.3 Construction Requirements . 7-21.3(1) Preparatory Work . , t1. Notification of property owners along project route. See Section 1-07.16(5) for notification . �. requirements. ' 2. Cleaning and video inspection of pipes per Section 7-20 of these specifications. �� , 3. The values for pipe diameter and length given in the contract documents are based on best available information. Do not order materials based on the information provided in the contract. The Contractor shall independently verify pipe inner diameter and length in , the field nrior to ordering and�rior to impregnation of the tube with resin,to ensure that the tube will have sufficient length to extend the entire length of the run. 1 4. Active Side Sewers: Sewers 8" diameter and greater shall be controlled by a temporary bypass as needed or required by City staff. Coordinate all bypassing with City staf£ Submit ' a bypass plan for controlling flow into the pipe for review as described in Section 7-08. 5. "Wet-Out" Process for Resin/Tube Composite ' a. The quantity of resin used for the tube impregnation shall be sufficient to fill the volume of all voids in the tube material with additional allowances for polymerization shrinkage and the loss of resin through cracks and irregularities in , the host pipe wall. b. A vacuum impregnation process shall be used.To ensure thorough resin saturation � throughout the length of the tube,the level of the vacuum and the speed of the resin C�ry of Bremerton February 2016 li ' 2016 Sewer Rehabi/itation SP-61 e advance shall be coordinated so that white spots (dry areas) at the inside surface of � the flexible membrane shall be small,shallow,less than 10% of the tube wall thickness or 3-mm,whichever is less,and be less than 1% of the volume of the resin ' per unit length. c. A roller system shall be used to uniformly distribute the resin throughout the tube. ' The roller gap dimension shall be calculated by a method that determines the correct volume of resin/tube per foot contained within the confining perimeter of the flexible membrane. ' d. The"wet-out"tube shall meet ASTM F 1216, 7.2 or ASTM F 1743, 6.2 as applicable, and shall have a uniform thickness and excess resin distribution that when ' compressed at installation pressures will meet or exceed the design thickness after cure. e. No dry or unsaturated layers shall be acceptable upon visual inspection as evident e by color contrast between the felt fabric and the activated resin containing a colorant. � f. The person in charge of the "wet-out"process,as identified in the Statement of Qualifications for CIPP Rehabilitation, shall complete and sign a "wet-out" sheet for each liner to be delivered to the site.The certified"wet-out" sheet shall include,but � is not limited to, "wet-out" dale, resin identification,tube length, diameter,and thickness.The Contractor shall submit to the Engineer the signed "wet-out" sheet � for each liner delivered to the site within 3 business days of wet out. Additionally, the Contractor shall submit a sample "wet-out" sheet from a previous job for the Engineer's review prior to the start of the"wet-out" process for the current project. a g. The City reserves the right to inspect all phases of production and testing of materials, from manufacturing, shipping, "wet-out", installation,and cure,to � finished product. 7•21.3(2) Pipe Liner Installation � 7.21.3(2)A General The CIPP liner shall be installed and cured in the host pipe per the manufacturer's � specifications as described and submitted in Section 1-05.5 of these Special Provisions. CIPP Installation shall be In accordance with applicable ASTM F1216, Section 7, or ASTM ' F1743, Section 6,with the following modification: 1. Final Cleaning and [nspection:The existing host pipe shall be given a final ' cleaning just prior to insertion of the liner to remove any loose material that may have entered the line after the pre-installation cleaning. A maximum of one � hour may elapse between this final cleaning/flushing pass and the insertion of the liner.After the cleaning is complete, make a final camera pass to verify the , City of Bremerton February 2016 2016 Sewer Rehabilitat�on SP-62 � � � cleanliness of the line. This final pass shall be completed in the presence of the Engineer and accepted as `clean'. , 2. Bypass pumping from upstream manholes shall be utilized in accordance with Section 7-08 of these Special Provisions to exclude any sewage from entering ' the line during inspection and to maintain sewer service for adjacent piping. All standing sewage shall be removed from the main during final cleaning to , provide the Contractor with a completely unobstructed view of the host pipe. 3. Prior to installation of the liner,the heat source shall be fitted with suitable � monitors to gauge the temperature of the incoming and outgoing heat supply. Additional monitors (typically thermocouple probes) are required and shall be installed between the impregnated tube and the pipe invert at the termination ' to allow for the monitoring and logging of temperatures during the cure cycle. The Contractor shall have back-up monitors available at all times. ' 4. Tube [nsertion-The wet-out tube shall be positioned in the pipeline using either air or water inversion,or a pull-in method.The tube shall be pulled-in or � inverted through an existing manhole or approved access point and fully extended to the next designated manhole or termination point.The pressure head shall remain constant to avoid wrinkles in the liner. The Contractor shall � ' protect the manholes to withstand forces generated by equipment,water, or air • � pressures used while installing the tube. If a lubricant is used during the installation process the Contractor shall submit a material data to the Engineer � � ' prior to its use for approval. No petroleum based lubricants, such as mineral oil, shall be approved for use.The Contractor may be required to place an absorbent . ' material in the area of installation (i.e.around truck area,gutter line, or where appropriate). , If a pulling method is used,a cable shall be strung through the existing pipe to be rehabilitated and attached to the liner through an existing manhole or access point.The liner shall be pulled through the existing manhole and through the existing pipe by this ' cable. Care shall be taken not to damage the liner or host pipe during the installation. Liners installed in pipe segments that contain a vertical or horizontal curve shall utilize the ' inversion method. If, in the opinion of the Contractor, it is deemed suitable to utilize the pull-in method for any pipe with a vertical or horizontal curve, it shall be noted on the pre- installation pre-lining inspection report and presented to the Engineer for approval for this � method. If neither method is deemed suitable for liner installation the line segment will be removed from the contract. � 7-21.3(2)B Curing and Cool Down for Heated Water or Steam � City of Bremerton February 2016 ' 2016 Sewer Rehabilitat�on SP-63 � 1. After liner placement is completed,a suitable heat source and distribution equipment � ' shall be provided to distribute or re-circulate hot water or steam throughout the pipe. The equipment shall be capable of delivering hot water or steam throughout the section ' to uniformly raise the temperature above the temperature required to cure the resin. This temperature shall be determined by the manufacturer based upon the ' resin/catalyst system employed.The curing of the CIPP must take into account the � existing pipe material,the resin system,and ground conditions (temperature,moisture level,and thermal conductivity of the soil). ' 2. To ensure that each phase of the process is achieved at the approved manufacturer's recommended temperatures, suitable monitors to gauge and record temperatures of the ' incoming and outgoing heat source during the curing and cooling shall be placed between the tube and pipe invert at each end.A back-up monitor is required in the event of monitor failure. � 3. The Contractor shall submit the cure and cool down periods as recommended by the resin manufacturer. If an accelerant is used the Contractor shall submit the adjusted � cure and cool down periods based on the accelerant Manufacturer's recommendations. Recirculation of the hot water or steam shall be maintained continuously throughout � this period. 4. During the cure and cool down process,the Contractor shall keep logs, charts and/or � graphs of the liner temperatures at the specified locations to ensure that proper temperatures and cure times have been achieved. Certified cure logs and cool down schedules shall be submitted for each installed liner. � 5. The contractor shall maintain the maximum and minimum pressure required to hold the tube tight against the host pipe during the curing process until finished curing,per e manufacturer's recommendation. 6. When cooling with water or air,the exterior"skin" (interface) temperature on both O ends reaches 80 F or less, the processing shall be finished.The equipment may then be disconnected. ' 7. Care shall be taken in the release of the static head so that a vacuum will not develop that could damage the newly installed liner. , 7•21.3(2)D Finished Pipe Liner 1. The finished lining shall be continuous over the entire length of an installation run and ' be free of visual defects, including but not limited to, foreign inclusions,cracks,dry spots or unsaturated layers, pinholes,wrinkles,blisters,bulges, soft spots, and de- 1 lamination.The lining shall be impervious and free of any leakage from the pipe to the surrounding ground or from the ground to the inside the lined pipe. If these conditions ' City of Bremerton February 2016 2016 Sewer Rehabilitahon SP-64 � � ' are present,the affected portions of C[PP will be removed and replaced with an equivalent repair equal to the product installed. � 2. Any defect,which will or could affect the structural integrity, strength, capacity, or future maintenance of the installed liners,shall be repaired at the Contractor's expense, 1 in a manner approved by the Engineer. 1 3. The beginning and end of the CIPP shall be cut flush at the inlet and outlet points in the manhole. The annular space at the ends shall be sealed with an epoxy or resin mixture compatible with the liner/resin system and shall provide a watertight seal at both ends � of the pipe. Sealing material and installation method shall be submitted and approved by the Engineer prior to start of construction. Hvdraulic cements and quick-set cement products are not accentable. ' 7-21.3[3) Internal Reinstatement of Side Sewers After the CIPP lining has properly cured and cooled and within 8 hours of starting the lining , operation,the Contractor shall cut a temporary opening to relieve sewage flow at each lateral. This opening is temporary and full-reinstatement will occur as further described. � The temporary opening shall be minimum 2-inch diameter. , Full side sewer (lateral) reinstatement shall be completed within 48 hours and shall be performed by a qualified individual with experience in successful internal lateral cuttings. ' The cutting device shall produce a neat, clean and smooth opening 95% minimum and � ` 100% maximum of the same size and configuration of the existing side sewer lateral. ' � Side sewer laterals shall not be overcut beyond the tolerances specified in these Special Provisions. In the event a side sewer lateral is overcut,the Contractor shall repair using a short liner and re-cut the side sewer lateral. No additional payment shall be paid for the ' repair of overcut side sewer laterals. The Contractor shall independently verify the location and total number of all side sewer ' laterals. The Owner will review the videos and pre-lining Inspection report to determine which lines , are active and require reinstatement. The Owner will submit to the Contractor a list of all laterals that must be re-instated. For this reason, it is critical that the Contractor provide all Pre-Lining Inspection Reports to the Owner as soon as possible to allow the Owner , sufficient time to review them. The Contractor shall onlv reinstate laterals that the Owner identifies as being"active'. , If the contractor reinstates a side sewer lateral that is inactive,the Contractor has effectively introduced a point for infiltration to enter the sewer main segment. In this circumstance,the Contractor shall perform,at their expense,an appropriate internal or ' external spot repair to remove this potential source of infiltration.Spot repair methods and materials shall be approved by the Engineer prior to implementation. No additional payment shall be paid for the spot repair of side sewer lateral reinstatements. 1 City of Bremerton Fe6ruary 2016 , 20]6 Sewer Rehabilitadon SP-65 � If the Contractor fails to reconnect an active side sewer lateral the Contractor shall use , whatever means necessary to reinstate the side sewer lateral at his/her own expense.The Contractor shall be held financially liable for all claims for damages resulting from ' the missed or untimely sewer reinstatements. Where two laterals come together at a common location at the pipe wall,this shall be ' considered a single reinstatement. 7•21.3(4) Final Acceptance 1 1. The Contractor shall perform a CCTV inspection in accordance with section 8.6 of ASTM 1216 and ASTM F1743 after installation of the CIPP liner and reconnection of the active side sewer laterals.The quality of the Post-Installation CCTV inspection shall be held to the same ' standards as the Pre-Installation CCTV inspection. During the CCTV inspection the pipe invert shall be clear of any standing water and the pipe shall be continuously visible during � the inspection. 2. The Contractor shall submit to the Engineer, for acceptance and approval,two (2) copies of � unedited Post-Installation CD/DVDs and associated Inspection Reports for each sewer main segment within 14 working da�of the liner installation. No more than one sewer main segment shall be included on a Post-Installation Inspection CD/DVD or inspection report. � The inspection report shall note the inspection date,video name (MH to MH), location of all reconnected side sewer laterals, debris,as well as any other defects in the liner, including, but not limited to,gouges, cracks,bumps,or bulges. � The Post-Installation CD/DVD and Inspection Report submittals shall be reviewed by , the Engineer within 10 working days of receipt. Payment for Sewer Rehabilitation bid items will not occur until Post-Installation ' CD/DVDs and Inspection Reports have been submitted. reviewed and annroved �the Engineer. � 3. Immediately prior to conducting the post-installation CCTV inspection,the Contractor shall clean and flush the newly installed liner.Acceptance of the line as 'clean', (as previously � defined in this Specification),shall be determined by the Engineer based upon the subseyuent CCTV inspection of the line. 4. [f the CCTV Inspection reveals any deficiencies in the clearing,such as remaining coupons of ' reinstated laterals,the contractor shall immediately correct these deficiencies at their own expense. ' 7-21.3(5) Clean-Up After the liner installation has been completed and inspected,the Contractor shall clean up ' the entire project area.All excess material and debris shall be disposed of by the Contractor in accordance with State and Federal laws and regulations. ' City of Bremerton Febru�ry 2016 2016 Sewer Rehabilitahon SP-66 � ' � 7-21.3(6) Sampling and Laboratory Testing � The physical properties of the installed CIPP liner shall meet the minimum physical properties per Section 7-21.2(5) verified through field sampling and laboratory testing. , Per Section 8 of ASTM F1216 and ASTM F1743,the Contractor shall obtain samples from all actual installed CIPP liners.All samples shall be labeled with the following: � • Date of installation • Main segment number � The Contractor shall supply samples to the City upon request for testing.All material testing shall be performed at the City's expense. Final payment for the project shall be withheld ' pending receipt and approval of the test results. If properties tested do not meet minimum requirements,the CIPP liner is subject to rejection or replacement. , 7-21.4 Measurement Restoration of side sewer (laterals) reinstatements will be measured per each side sewer - ethat is restored. � The number of lineal feet of CIPP liner will be measured based on the actual pipe footage 1 obtained from the pre-lining video inspections and confirmed by City of Bremerton Engineering staff,from p�pe end to pipe end. ' 7-Z 1.5 Payment - - � "Side Sewer Reinstatement". Payment for side sewer reinstatement, per each, shall be considered full compensation for all labor, equipment, and materials necessary to perform , side sewer reinstatement as described in Section 7-21.3(3). Actual quantities will be determined in the field as the work progresses, and will be paid at the original bid price, regardless of final quantity.These bid items shall not be subject to the provisions of 1-04.6 , of the Standard Specifications. "CIPP Lining for Kitsap Lake [nterceptor- 12-inch Sewer", "CIPP Lining for Kitsap 1 Lake Interceptor-8-Inch Sewer,"CIPP Lining for Jones Street-8-Inch Sewer","CIPP Lining for Veldee Avenue-8-inch Sewer","CIPP Lining for Elizabeth Avenue- 10-inch ' Sewer","CIPP Lining for Scott Avenue- 8-inch Sewer","CIPP Lining for Roswell Easement- 8-inch Sewer",and"CIPP Lining for Pearl Place Easement- 8-inch Sewer". Payment for rehabilitation of sanitary sewers using cure-in-place-pipe method, per linear foot, shall be considered full compensation for all labor,equipment and materials required � � to furnish and install the C[PP lining in accordance with this section. Temporary traffic ' Ciry of Bremerton February 2016 ' 2016 Sewer Rehabil�t�tion SP-67 � control, temporary bypass pumping, mobilization at each site,and site cleanup shall be ' considered incidental to the bid items. � END OF SECTIOIV ' � � � ' � � ' , a ' t � � ' C�ty of Bremerton February 2016 2016 Sewer Rehabil�tation SP-68 a ' ' ' � 1 APPENDIX A ' ' KITSAP COUNTY PREVAILING WAGE RATES 1 � � � � ' 1 � � ' � � � , ' 'T�-Il�S PAG� LEF'd'I1�iTElVTIlOM�ILLY BLAI�iK � t � e ' � � � , � ' � ' , , � � yg/2016 about:blank State of Washington � Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 ' PO Box 44540, Olympia, WA 98504-4540 ' Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not � less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. � Journey Level Prevailing Wage Rates for the Effective Date: 2/9/2016 � _-_�.��_�..� �.�_�.��______.,�.- - �- --___�.s, -.� _ ,�_��.�: _�.�a..�� - �.,�.,�.� ��.� ; --:� �Count µ�� _ Trade �� _� Job Classification �Wa e HolidayjYOvertime; Note ; i Kitsap �Fla ers v � �Journey Level � $37.26 j� 7A { 31 _�; � ' �Ki sap jlnspection/Cleanine/Sealine Of �CleanerOperator, Foamer I $9.73� ; 1 �E ' � �Sewer ft Water Systems Bv i Operator � E � � � �� i Remote Control �� _ � ' � � ___ .__.._..._. ___ _... ; �Kitsap llnspection/Cleanin�/Seatin� Of �Grout Truck Operator � $11.48� � 1 i ; i Sewer ft Water Svstems Bv � � � � ; � ' �Remote Control � ! � � �.��... i � � : `Ki st ap Inspection/Cleaning/Sealing Of iHead Operator � $12.78 j 1 I � � :Sewer �t Water Svstems Bv � � � � �Remote Control � � j • � , ��__�___._�. ._ —��- - --�� .._.—._—�--_�_-_______._..._...�......�._._..�.�.W�___.._..._�� Kitsap Ilnspection/CleaninQ/Sealin� Of ITv Truck Operator � $24.17� i 1 • i � " � ;Sewer �t Water Svstems Bv ! ; " ; � � � i Remote Control 'i ! ! I I E ' _s____ _ __..�. � ____.�.�� _____�;-______..__-� �_________.___ . ---.�---._- �Kitsap �Laborers ��Air, Gas Or Electric Vibrating � $43.95 7A � 31 � � , � � � : �-�- � - �------�.Sc reed ---....-- ---��--- ----� ----a-----�--�; � � �---- ---�-�_ - --- .�_._ —�---- �Kitsap iLaborers iAirtrac Drill Operator $45.32� 7A � 31 �� t -___. _____.--�-�--. -#--------- � ---------=� Kitsap �Laborers �Y.T W �Ballast Re�ular Machine ! $43.95j 7A j 31 � � �� _.__r_______._._._.._.___...�..____________,� �Kitsap �Laborers B�atch Weighman , $37.26� 7A '. 31 ; � ' �-�--�-�-----� --------�-�-------- -----�---�--�----- -�----_.—_....- ---= -�---.—.._.....--��---...-�-_ ; -� �Kitsap �Laborers �Brick Pavers ; $43.95! 7A ' 31 ; : ; .�___ .�_____�._.._ � + :_........._.-_..._.__..�.__. �,; �_._�: _.�_...�_..,._�____.___ �____�___.�.__._._...._.-� Kitsap �Laborers ; rush Cutter � $43.95 7A I 31 � ° ' �--�-----�---......--�---._�._....__._ • • _.:-------._�.__..._....-�-----� �-----......—� _._...---- -�-----�--- -----�- � �Kitsap��La�borers ��M �_ i Brush Hog Feeder �Yv � ; $43.95 i 7A � 31 ; � � ____�.� --t ��Kitsap �Laborers �Burner �� _ �� $43.95� 7A � 31 � � � � -._-__.___...__......_._.... ..�_ , _.. �Kitsap Laborers �Caisson Worker j $45.32 i 7A ; ' H �..----� -�---�----._._..__....---------- ... ----�-�---�--....--------- — �---31�-----�-� - � � -t-------r----�----- , f---- � itsa Laborers �Car nter Tender ; � K• P � �pe � � $43.95 7A ; 31 j � a--._..___..T__ _.__.._....�_____ .._.._ __...�_.. .___..�.. .—..�_..�.� __--__�___—._.._� �Kitsap {Laborers !Caulker i $43.95; 7A i 31 � �.___..�.._..�._ _____ _ _._.._.�_...____�w._ _____._..____.�------�--.-------; —�--� � �Kitsap ;Laborers �Cement Dumper-paving � $44.76i 7A ; 31 , � ----�--�---------...--------�- �---�------� �---�--------�-- ---�----- ---�-�- �--- �- -�--�� A ' �""_'�-- i r Kitsap ;Laborers 1 Cement Fi nisher Tender ; $43.95 i 7A � _ 31 � � ' =---.....-",--'---'--'--'-'--"-'--'--'-"'-----'--- .. ... .---'--------'---"-----1-'-- ._...�----'-�-� �-�--� i t....._._.. .-_ i 'Kitsap ,Laborers IChange House Or Dry Shack $43.95; 7A ? 31 I � �--�-----. ;.---------�-�----_..------ �---- �---�----- -------��------.._..------� -�-�------�t-=--- Y �Kitsap ;Laborers jChipping Gun (under 30 Lbs.) � $43.95� 7A 31 ' � �Kitsap ;Laborers ~A.� -�v�T Chipping Gun(30 Lbs. And $44.76i 7A � 31 � � about:blank 1/13 2/9/2016 about:blank ;Over) '•. ' ' j � o ! � � �_._..�....____._._._..__..__�._.---._._...._.�._. __..�� .__._..._._.l__._._..___...___.�.;,__._____ kKitsap ;Laborers� �� ;Choker Setter � $43.95;�7A � 31 ! � �--.._._ ;._.. ___.__ _.,_.;_.._._ _._�_.._._.._._____._.---_.i._.._._._..___.__._.�_..___�__.�_.__.____._-_--._-___..._.._� �Kitsap ;Laborers �Chuck Tender j $43.95� 7A ; 31 ; � �-�---�-��---�-�—�-------- �-�----......_._.. --_.._....._..---�--� --- -� -------�--- ' .. ..�._..__.. _. :..._..----�.__...- -----�--------� �Kitsap iLaborers �Clary Power Spreader ; $44.76; 7A I 31 ; s �.___.__ ._._.�.._.._. , i.___ ___ ; .____._.._�_� q Kitsap �;Laborers � � �� mm �Clean-up Laborer � $43.95L 7A ; 31 � � aKitsap !Laborers �:Concrete Dumper/chute j $44.76; 7A � 31 � ; � � � " ' i0perator � � i i 3 �_____.�.__.;�.._.....�__.�...�_._ __._ ;_. .�_..__ , ___ ' _ �Kitsa ;Laborers �Concrete Form Stri er I � � �� ` �� p � �� pp �� $43.95 ��7A ,� 31 ! � '• � � �_1_____��__� � , �Kitsap ;Laborers j Concrete Placement Crew � $44.76; 7A ' 31 �� ._.....�_..__...-�--._ ______...�-__..�..��.._.__;._._._ _ _-_l _-- : ._._ i. —__._____�__._..._..._...� �Kitsap �Laborers iConcrete Saw Operator/core ! $44.76�� 7A ; 31 i � � : iDriller ' j � '• �; �� ---�-� -�-�-�-�1- -�---�-�-�� ` � � i _........� "__.._.._._...._......_"'....�_ .. .. ____...._....."' ""_'.... _.__ ; ..�.'_-_"_""'i-_'_"_""'.._-.�_.........� �Kitsap ;Laborers ;Crusher Feeder � $37.26� 7A� u' 31 � � r..�___._�__ P ____-_....�.._..___i__.��..��...-..,....r_ '_ '.... � '"- , �...._._�_�...__�_�__......._�_�..�......i: � 6 Kitsap 'Laborers ;Curing Laborer � $43.95 i 7A ' 31 � F �__�______._...._...;._...__.__..__ _..___�.._....._�._._.__. ._.r � ; _.___ .._.�.._._.� 3Kitsap !Laborers �{Demolition: Wrecking �t $43.95;� 7A ' � �31 = � i -Moving (incl. Charred Material); i 1 � � _...��...._.___y_ ��__�� 4Kitsa�Laborers �� T� � �Ditch Di er � �� P ; _ , gg I $43.95� 7A 31 ; „ �....__�___.....�,.___._.�__�...�.._._.____._. �____. ._ ��. ___ .�..._..._ ; ---1--- ----.,�-----,� y ��_ �Kitsap ;Laborers !Diver � $45.32; 7A � 31 � � P---------------- - ---�f-- ---....... .. .... -�---_----......�—�-�-----� _...,.._. .�--- - �Kitsa �Laborers !Dri ll Operator � $44.76� 7A � 31 � � 1 � _; .._...___._..._..___..�.__.__._._.._.�.....��.�draulic,diamond) .,___._. � .�..; _�..� �._��.__ a Kitsap ;Laborers � �� Dry Stack Walls � � ; $43.95; W 7A � 31 ; � �Kitsap ;Laborers i Dump Person i $43.95� 7A TF 31 � �._ ._�__...__..___...._..___...�.__._.�_'.___ .W.._ ^_.�.. i i �_.._.....__..._._____;_.�._�..�r � �Kitsap i Laborers �Epoxy Technician � $43.95� 7A � 31 _ � � �.. _ f _._._._...._.....'"".......... ..... ""' "_"-'_ ._._...._"'- _._...' �""'"_ �Kitsap j Laborers �^_____,�Erosion Control Worker � $43�95 i 7A ; 31 � � � --fi-------�----- ,-----�---� yKitsap Laborers�� ;Faller £t Bucker Chain Saw i $44.76� 7A � 31 ; � �- ;--------- - - � ..._.._._.._, — ____;_ -� zKitsap �Laborers ;Fine Graders 43.95; 7A�j 31 � Y�� 3 ------�-- --..._...----��-�--�- ---.. _._... --..__.._...- --�-�--....__; ..:--��—_--:�----------- � --��—� . �Kitsap Laborers �Firewatch � $37.26' 7A ! 31 � � : t _..............._....-------�----��---�--- _.._.._.s...-- --.........------ -- -E..._ _ �_.._....-_--_- -�-_--��----- --�— °Kitsap �Laborers i Form Setter ; $43.95; 7A ; 31 � -��---------- ............._..._ ......;..... .__ � >------ --�--�------...__............_....__ , _...- �---......_ .._--�--�--------� �Kitsap �Laborers �Gabian Basket Builders � � $43.95� 7A_� �31 � � ' ' -------�_.___.�..�._;- --�-------------_ dKitsap �Laborers � �Y � �General Laborer ; $43.95; 7A j� 31 ; � -;�------_. _...____...W.�_____�.� _ .____—�..�_�T �-� �Kitsap �Laborers �Grade Checker �t Transit ; $45.32; 7A ; � 31 ' � o L i � � ;Person I ; ; � � �..__._____.�._�.__._.�_.._._....----.� . .�.�.._...�.......�._._..._. �i Y�..._.__._.._......W _._.._.Y.__..� ' _ , `.._... _._�p._____._.Y r �Kitsap ;Laborers i G ri nders ; $43.95� 7A � 31 � � �_�._.______r_.__._.__.____.___..._._________..�__.�..__.__..�� __ ..._._.__.__ ; __.--- ; --- ; ___ .�....________� ;Kitsap ;Laborers 'Grout Machine Tender � $43.95' 7A �� 31 W '� � �---�----�---=---------�--��---._ ...---...--��---�---�- _...... .--- --.._.._..-�--�- --..._---...-----�------i-__....---: �Kitsap ;Laborers jGroutmen (pressure)including i $44.76; 7A ; 31 ; � � j . I Post Tension Beams ' i + ; � �______...._..._.�.._.y__.�_._.____._..�..__. _._.__._..____...___.�._.._._�._.� ._ ._ _____.x_ _...1__ � ' � .....��.��.._..�.F ?Kitsap Laborers iGuardrail Erector ; $43.95; 7A � 31 ; _�________._._ _____._...___ _._.�,__._._____�,. ._._� �._.._.�____�'t_.�...�.�.._____ _ ____.. �Kitsap ;Laborers w� Y�W_ 1Hazardous Waste Worker (levet� $45.32; 7A � 31 �! $ A I � j I I �______..___._1. ._____..___.�.....____.___.�..._ ;�`� .�__... __._..__ _...�....._W��.. � � � ' , ! ._._.._; __.�....______.___.� ;Kitsap ;Laborers �;Hazardous Waste Worker (level; $44.76; 7A ; 31 W � 9 � � ' � ! ! , : �g� � � � ; � : --� ' -------------......�.----- - ...—�---._...---�-�---.._...._ ......_..�-�--.._..._—i . �Kitsap j Laborers j Hazardous Waste Worker (level i $43.95; 7A � 31 � � � � ; � ' 5 . . ' �C� ' I . � � i � I � � i � �--------� — --- --�-�-...: —..-------- -�---......._.....-- --....-.-..---..�.--�-------�------._.._...... � ;Kitsap j Laborers �High Scaler � $45.32� 7A � 31 �� --_.._.._...._.��__-___..._._.______._..__._.___._____...��___..,_._____._____��...._____. _ , _§ �. �Kitsap ;Laborers_ �Jackhammer �� $44.76� 7A T 31 � __ � ---�-�------------�---� � — : ,....- —�-�---- —--..— _..>_.....-- !---�-- --T----=......._..� ;Kitsap j Laborers ;Laserbeam Operator � $44.76� 7A � 31 i � 4 --, --..........-----..._ ..----�--- -�------�----._....-----�-r�- -��--_ ---��--�4- -�-a ---�-�-�-- . - about:blank 2/13 ' 2/9/2016 about:blank 1,. �Kitsap �Laborers �Maintenance Person ; $43.95; 7A j 31 ` g ;_ _,_�._._..__._._..__._._�._._..._._��____�.._�_____ ._._____._____�.� - _ ° ; - - �Kitsap ;Laborers !Manhole Builder-mudman � �? $44.76� 7A � 31 T; � ; _..._�.._.___...___._._.___._____. ___.�.__...�;.___.._____._._ � � _ _ __._...� .____.._�__�_...__-;----- -�-------------�; ; � �Kitsap iLaborers IMatenal Yard Person � $43.95; 7A ; 31 ; � ---------------�-�------._........---�-�-----�--- ' ;,-----�---;�- --------._.....--�--�- --�------� __._._._._...----...._..._..----...----� �Kitsap ;Laborers ;Motorman-dinky Locomotive ; $44.76: 7A ' 31 ; � �--------- � _. _. ...... _.._..---.. .: .. -�--------�----�----;-.....--- �--�---..:..----- ---�----�-�---.......----- � -�--�- --� , ---�--- � �Kitsap iLaborers iNoaleman (concrete Pump, � $44.76; 7A � 31 � � � �Green Cutter When Using i i � i � � � ; �Combination Of High Pressure ; ; � i � � � ; �Air £t Water On Concrete £t ; � � � � % � �Rock, Sandblast, Gunite, � � � ' � � e ; !Shotcrete, Water Bla � ! '•. � �_�__��.;__�.._- --_______.._�.�_._____.�;.._____.__ __-----__.� ,_ . 7A__�____Y____._i__. i .� �Kitsap !Laborers �Pavement Breaker ; $44.76� ! ; � �_____.__._...�__._._..�__ __..._.__.v.________-__�_____._._....._..�._ _ ._ ______:�____.___.._..._..f _______�_.i_�...M..� 3 Kitsap ,Laborers I Pilot Car , $37.26; 7A i 31 � � � �_��____.___.._�.._. ..___..... i .�._.�__.._.___. _.._. ____..w_ _._s..__________;_.. _�._ ._.�� ;Kitsap �Laborers �Pipe Layer Lead : $45.32: 7A ' 31 � q --- -�- --- ----- -�-��---- -----�-------�-�------.._._ _.._.._...----�-�"�---��----! � --�-�--� � , �Kitsap �Laborers Pipe Layer/tailor � $44.76! 7A ` 31 � �..w.._.__� ______�...._..._.____.�.._____.______.______..�______. _____ _ .___�1__...�...�.._;______—_.______s________ . � 'Kitsap �Laborers ;Pipe Pot Tender i $44.76; 7A � 31 ; � � ---.�- _________ ._.___. .�.__________�._�._..__._-�..q_______- _____-__.___.��.__�______� '� ��Kitsap ;Laborers �� ;Pi pe Reli ner � ��+ $44.76�+ 7A � � 31� mm� � n Kitsa �Laborers i Pi e Wra er 44.76` 7A � 31 � �3 P I ---��--- ---...._.....- ---, P-- PP ---.....------�-$------��--�! - � -------..�.....----._.._.._.� Kitsap ;Laborers f Pot Tender � $43.95� 7A j 31 ; � � €�W_..�.�__.._ ____..__..._.�. __._....___�_�_--_ _�_._�__,.�._._______..M_ + W�_.____�._�. �_�.�.__.__.� �Kitsap j Laborers W � _ �� Powderman � $45.321 7A i 31 i 3 `�y�K..i�tsap j Laborers�� P wo derman's Helper i�$4 5� 7A � 31 �� : � _�� •;. 6 f�ltsap �Laborers !Power Jacks � $44.76� 7A ; 31 �I � --�-- ----- —...-�----}-� ---�--...-- --�-------�--�—�--�_-....__...--�-{�------� ' � Kitsap iLaborers )Railroad Spike Puller - Power ; $44.76; 7A ! 31 ; : � �-..-- --�--�--�-�-- ---�-�� ---------- ------�-�-----� ; -----..--.,_ . —�� . a �---- s . �Kttsap Laborers � Raker - Asphalt � $45.32i 7A � 31 - � �' � ` : Kitsap�Laborers Re-timberman I $45.32� 7A � 31 _____.. ;� � .... �Kitsap �Laborers ,Remote Equipment Operator j $44.76; 7A i 31 r ..__. __.. ________..._. __..___._.a___ �._____ _.__ ;. �___�___ ;. . �___.____..._� , �Kitsap Laborers IRigger/signat Person $44.76� 7A : 31 • � �------ � -..._.._... -�-�------� --�----_--�--�----� � + � � �--------� -------�-�- ---�-�------ - � ; ,..---..._._...._.._�--� ; �Kitsap i Laborers �Rip Rap Person i $43.95` 7A 31 � � � , - _________.�._�..._..� ______._.�________�__.�__.�___�___ - 1 . __�________..._._.� gKitsap �Laborers Rivet Buster � � $44.76; 7A ` 31 � � � � .. � ..__.._._.�.� ____._...� v._.____._;. �-- �Kitsap �!Laborers �Rodder � $44.76; 7A i 31 � � . _-. __ ..�.__ � _ _�_�_ ______.�_ _� � �Kitsap j Laborers �Scaffold Erector ��$43.95, 7A � 31 � � —F---...- -'--'- -"--'_...--"-'---'.�-' '-"--'-�-- ---.......----F---- ' -"-'-y----- --" -""'.-� ---� -t ap i Laborers j Scale Person � $43�95� 7A � 31 �- _..__�� - .�__._._.� �Kitsap�Laborers ^� .�Sloper (over 20") �� $44�76j��7A _ �� 31 � � � --�-- ___...._.. - _� �Kitsap �Laborers �Sloper Sprayer j $43.95� 7A r 31 �i,�� ; ---r---._...- --....._.- ------�---�----� �-----�-- � -�--- --. .�_._.- 'Kitsap �Laborers �Spreader (concrete) I $44.76� 7A ; 31 � ' .__._._._..r...�_..______�_..__ .�._..___�____ _� ___�_-_---;-.__-. _ _-...�--__..__� �tsap i Laborers �Stake Hopper j $43.95� 7A_ � 31 L ' .-`--��----�-� ----------�--- � �--- �� - � ---�---��--��--- --�-- -��---------�-----_--- --._.._-_------, � =Kitsap ILaborers �Stock Piler � $43.95� 7A�^ 31 ; .+....._.__w_�.� __ _._____�_____ _...__�..._.�L._._� �_�_........_.�-- �Kitsap �Laborers ITamper �t Similar Electric, Air ' $44.76j 7A ; 31 � - ' � � ��t Gas Operated Tools � � i ' � y._._.-._._.,.--�--�-----------... ---�----------;-- ----=-�--�- ��--�-- ;�---�----=- ' � ----._.._...------------ -------= �Kitsap 'Laborers �Tamper (multiple �t Self- � $44.76� 7A � 31 � , � � � -�------------�-------�-�--------�-iPropelled) --. .....---- ----� � � ---� ' � � �----.—...., _ � r—. i —�.-.-.-a ;Kitsap ;Laborers �Timber Person - Sewer (lagger, � $44.76j 7A � 31 ! g ; � ;Shorer ft Cribber) ` ' i � , , ¢ �--------;----�-------�-------� ----�-��-------------�-- -----��-------�!—�'-------!----��,---------�--a � 9 Kitsap j Laborers � � Toolroom Person (at Jobsite) i $43.95! 7A � 31 � � 4r.___ �_. _____� ! _1,_._�� a �Kitsap ;Laborers ITopper ; $43.95; 7A � 31 �; � ... . . -��----�--------�---...--------...__...-- -----.,_..__....._..----r=--�- �----- ----� �Kitsap ;Laborers 'Track Laborer � $43.95� 7A ' 31 ! r ' �-----; --- - ---.-- -.--- .-----�-- - - - - ---� �� . ��_ _ �_ � about:blank 3/13 2/9/2016 about:blank �Kitsap !Laborers �Track Liner (power) ! $44.76I 7A 31 ; ' � �_._._.__......__.._._ _____.____._...__----------._,....�__.___._._.w�_ ` __.____�___..�..�. �Kitsap �Laborers �Traffic Control Laborer ' $39.84 7A ; 31 �8R > y �._� _.._._.......____...._�_�.__�.__.__.._. �..... ._.v..._ L.__________� ___.; ; _.�__� � �Kitsap ;Laborers iTraffic Control Supervisor ! $39.84� 7A ; 31 �� 8R �._�._.___.____{___. _______ ____..............._. __�._____._._._.__.____�.__�__..—._.._ ...a_._.�.__....�..______._____.._;_._. _. � �Kitsap ;Laborers �Truck Spotter ; $43.95� 7A ; 31 � � --...---..._.._...._.. ... , _...._._.—..---. .... — . : � �--�-- --;----�- --- , ._...-----..�...._......._.._.._..A.. _...__....; .....---._....-�------�---� �Kitsap ;Laborers �Tugger Operator ; $44.76; 7A � 31 ;A � � i...�...�.�.. I�f..��.....�-..�.�..�.�....'�...-.�.....�.....-.—.._....�..��..�.��.�� .�i_��..�� .�....�.. u... ...—�..�.��...�....�.� �.�.w... . � �•�. �Kitsap :Laborers ;Tunnel Work-Compressed Air�; $74.29� 7A �� 31 ; 8� � � � �Worker 0-30 psi � � � 9--------- '---�--........-�---.....----- .......---- -;_.—.. _..-�---- �---------- --.' _ � _..--�� ----�-;----- f Kitsap �Laborers �Tunnel Work-Compressed Air � $79.32� 7A � 31 ; 8 � � q � � p{ ! �Worker 30.01-44.00 psi I � i � [� �..._...__L._�_..�,,...�_.._..�� - • ! ' ,W p .�..._..��. �..�........._..,.-.�. �Kitsap jLaborers �Tunnel Work-CompressedAir ; $83.00i� ~7A i� 31 � 8� � � j ;Worker 44.01-54.00 psi ; � � � : ' .__.............__ Ge —__._. ...._."__---___...._I._'_'..' __'__" __.'_.__...—_�_....__.._._'._�_—'_' .......__.--__.._'.__._....�_�...__—__'_y . �Kitsap �Laborers 'Tunnel Work-Compressed Air $88.70; 7A � 31 � 8� k � i $ � i Worker 54.01-60.00 psi � ; � i � �..� _� �.�...__-______.�.._.___ _..__.�_.. _.._....�: .�..----- ; _._ .L � � �Kitsap �Laborers �� ;Tunnel Work-Compressed Ai r ; $90.82�� 7A � 31 ; 8�( � ; ;Worker 60.01-64.00 psi i � ��j �� ...____.�._._; 'Kitsap �Laborers �� Tunnel Work-Compressed Air � $95.92j 7A � 31 � 8g � �� i �Worker 64.01-68.00 psi ; j � � � , . , ,----. _..----..._.._......--- -- --...-----...;-- -- --------�--��---��---- --- � --- , , ...--�-----; ...1_._....-- -�--�T---�-� �Kitsap ;Laborers jTunnel Work-Compressed Air � $97.82; 7A 31 ; 8�C " a j j Worker 68.01-70.00 psi � � ; i � � . __� � r_____ ; _.__.._._.______�_ � �._____.�...�. �_� ___...._.� �Kitsap �Laborers �Tunnel Work-Compressed Air ; $99.82; 7A � 31 I 8� E � ►Worker 70.01-72.00 psi ; � i ` " ° � ---�---�-e------ --------..._ _� __l...-- --�-'--- � --------� --��-------- , ---�----,--._... �-----j----�---- ..._...----- � kKitsap ;Laborers ;Tunnel Work-Compressed Air ! $101.82� 7A 31 3 � w ; I �Worker 72.01-74.00 psi ; � ? ' i � __i__________.� �______._ _____ � ._. _______.. ��.._____.___._..�___ : - . ...._ , P �Kitsap ;Laborers i Tunnel Work-Guage and Lock � $45.42� 7A � 31 ; 8�( � � � �Tender � ; i ; � � ` j____�_..—_._� .�_._.� ___. ______.. � �. _i--•""' i i ___�.a ;Kitsap ;Laborers �;Tunnel Work-Miner ' $45.42; 7A i 31 ! 8�( � �.��.r_.___ ______. ._____._ �_ �_. ______ __. ; ;---- _______�.�__�.�. . � ;Kitsap i Laborers ;Vibrator ; $44.76' 7A� 31 ; „ � .__._...._..____. — :- ---_ �._._ : : � ..W.. .�.�....______._._r �Kitsap ;Laborers :Vinyl Seamer �� $43.95' 7A � 31 ; g _ ..�.... .----�--- ----��--�--..__.....---':: ------...__...-— --._...._...- -��--.._..-�----' ---......- � �---- -t...._—� �--- �Kitsap �Laborers ;Watchman ; $33.86; 7A � 31 ; s � .____�;___________* _.__Y_____._.._--_______;.�.___� Kitsap� !Laborers �Y ^� � iWelder �� ; $44.76! 7A ; 31 � p ; , - ' 3 -----i-----�---�--j----- i�__�__----}-------------5 ;Kitsap I Laborers i Well Point Laborer � $44.76; 7A , 31 i � -----.._..._....__..._...._...------ ------.....------�-- ; --�--...._..--- —��--- —-�--�--- ,—._.._..__.�_..._..- --,-�--- � �Kitsa �Laborers 'Window Washer/cleaner � $33.86; 7A � 31 ; � � � P �-----------��-------- -----.�—.._.._._..--�----...--1---=----� �—_...._._..; _._.........-�--------�--- ---....._... � � � �--------� �Kitsap i Laborers - Under�round Sewer ;General Laborer tt Topman ! $43.95 i 7A � 31 � � � ��t Water ; i I ! � � �-_-----..--..-L�________ �._�....__��.._._._�_._..__.___.__ _ �___.._._�_._? �.___!__________ .�.____._�-� � �Kitsap i Laborers - Under�round Sewer j Pipe Layer � $44.76' 7A ; 31 � � � yft Water _____ _______..__i__.._.__..�_�....._._.. ....__� � ___ � ` � " ; ��.�T......�_...�.._�.i.�.�..�..�,.....�.......�..�..{- G 1 �Kitsap �Plumbers £t Pipefitters �Journey Level I $63.57; 5A � 1G i � �_.�_ , ______.�.rt_._—_._�_..--} ._.____�.._.__...��:: Kitsap �Power Equipment Operators�� Asphalt Plant Operators � � ; $56.94� 7A ; 3C ; 8P � ,�� _______.�__..�.._.._..____�.._.._._.__._._._.� . _�.._.._.._ ..___ Kitsap ;Power Equipment Operators 1Assistant Engineer � $53.57i 7A i 3C ! 8P � a.....-�---�------'-•- ---......---�--� -------......_..---- ' -�-�-----....._.�-------...---.;.._............--�—i-----�----._...._ � —..� ' ;Kitsap i Power Equipment Operators �Barrier Machine (zipper) � $56.44! 7A = 3C � 8P � �.W._... �..___.�_. ��.....�.._.._ _.._�.��_._�...._�— , i �Kitsap i Power Eauipment O�erators I Batch Plant Operator, �� ! $56.44; 7A i � 3C I P � � iConcrete � � � ! - � :-- �-------�------ -�-- ° � ;. � , ---� --1----- -�------..._..----�----------J-----�----T— s-...._----�---j._..._....._._..._._._.. �K�tsap IPower Equ�pment O�erators �Bobcat ! $53.57I, 7A i 3C ; 8P � a�--�---�--�-�-..--- —.......---�----�---1....._.....— ---- --� �_--�---- -----�--_--�-�� ;Kitsap !Power Eau�pment Operators �Brokk - Remote Demolition � $53.57; 7A � 3C 8P a ; � i Equipment � � � i ' r �------�----------------------------�---�------�--...-�--�-�-�--. ---------�---�--�-----F----�._....----------��—�--a , s Kitsap !Power EQuipment Operators �Brooms I $53.57; 7A � 3C ± 8P � �----:_— � __._...---�--._._._..._ _.- - ---...------��-------..................--...._.._ ; , :.....-------..__;—:..------�-� , . —r.--...._ , �Kitsap ;Power Equipment Ooerators i Bump Cutter I $56.44� 7A � 3C j 8P � ,----- -E-..� ....__ _____;_____.._.._._._______.._.____._�_._____.____.._....�...�. .�.�..._._._�,.�.__._.�.. � �, about:blank 4/�3 ,� 2/9/2016 about:blank 5 ��tsap iPower Equipment Operators I.Cableways � $56�94� 7A 3 � 3C ; 8P E M ;________._____�____.._�.__�._______�..,.�._.___ ____.___._._._ _ ` � i___._.___..�.� �Kitsap ;Power Equipment Operators��ChipperTT ; $56.44� 7A ! 3C ; 8P _� , _...._.,.�...__. _._.. . , ;Kitsap jPower Equi�ment Operators �Compressor � T�T�;' $53.57� � 7A ; 3C ' 8P �Ktt ap �Power Equiement Operators Concrete Pump: Truck Mount � $56.94`��7A mm��3C�� ; 8P �� I With Boom Attachment Over i ; i � � � ' � ; � � �� __ �_ ______._____ �42 M ��._ ___�_____ � _-- --_.._. ' ;.__._ ?._ � : .�: _,---_�_______ �Kitsap �Power Equipment Operators ;Concrete Finish Machine -laser � $53.57;�7A I 3C � 8P � � � ;Screed � ; � ; � � ��__...__�.____ _____.._._.__.�. ____ ..� _s—.�._.__.�_ a —� —_�.._______�____— i �'j ;Kitsap ;Power EcLuipment Operators 'Concrete Pump - Mounted Or ; $56.00� 7A � 3C ; 8P � ! fTrailer High Pressure Line i ! i � � 2 � ;Pump, Pump Hi�h Pressure. � ; I �_ � � _..._� _._.________�.___�.._.�..�.__.�.. , _.________._. _.._..�..�..._....___.._....._.._ : ----.--� � ' _I , �...��_._._-3C ` . :Kitsap :Power Equipment Operators ;Concrete Pump: Truck Mount I $56.44; 7A ; � 8P � _ ; �With Boom Attachment Up To ; ! � � � � � __._._._. ' __ '42m _.._.._._._ �....____.� I _ __�... i ___ � ` ; �,..,_._ ___._'_.._ _____� ._.__.:; f__;___.�._.____..� EKitsap =Power EQuipment Operators �Conveyors � �� i�$56.00; 7A : 3C Y�8P ?, �Kitsap �Power Equi�ment Operators ;Cranes Friction: 200 tons and � $58.67; 7A ,� 3C w I 8p _ � � i ._._._.�_�.____.�___.._ _ .____ ----__�.�.... _... ..�_. �..__�...._ ' .._._._��.___... Y , iover ; � � � � �-- � _____ _ �_ _.�___..._____� � �Kitsap �Power Eauipment Operators �Cranes: 20 Tons Through 44 ��$56.44� 7A �� 3C � 8P ` � , � � E �Tons With Attachments � ' � ; � ._ I. .._..- ----�- ---�- �-�----�---- ---�---�- ---�-�-- �-----�---�----�--- }..____'__� � f 1 � :. �Kitsap ?Power Equipment Operators �Cranes: 100 Tons Through 199 1 $57.51� 7A ; 3C � 8P � � � ;Tons, Or 150' Of Boom � ' ` ; p � � �(Including Jib With � j ; ' � I � , , ; � ". � � ; Attachments) , � ' ��-' : _._._�__...... -�--�----- --- -------- -----�--�--� ` a � �----�---�-------..._.._._+._ - �Kttsap ;Power Equipment Operators !Cranes: 200 tons- 299 tons, or � $58.10� 7A i 3C � 8P < . . �� 250' of boom including jib � � I ' k ' � � with attachments � I � . iKit as p �Power Equipment Operators Cranes: 300 tons and over or $58.67� 7A i 3C ' 8P � � I � � I � 9 .. 300 of boom including jib i � i � � � �with attachments � ' ; � �----�--�------ ------- ---------- -.�.---�--- -�- ---�------ � ' ----?—� .� �---�-t----- �Kitsap �Power Equipment Operators �Cranes: 45 Tons Through 99 $56.94� 7A � 3C � 8P k � � � � � 'Tons, Under 150' Of Boom � ; ; i � i ; ! � f , (including Jib With � � � 5 � �Attachments) ; � � I � � —�..'_'___..�� . -1 _ .w� J �.�_..__..�-...._...P�._______�' ..�.�� Kitsap �Power Equipment Operators ;Cranes: A-frame - 10 Tons And l $53.57; 7A i 3C ; 8P � � � i � � , ? 'Under � � .. ----- --�- -�--------------�- ----!-----;-._._...._..----....._�..._.._ -�� Kitsap ;Power Equipment Operators �Cranes: Friction cranes � $58.10i 7A ! 3C ; 8P � � ; : WY...^ 'through 199 tons �W �� : � j � j � .___�-._..._._.___..___ _� _._�__.____.._.______�_ _._...�____.._.��._______.______ �Kitsap ;Power Equipment Operators ICranes: Through 19 Tons With � $56.00; 7A � 3C ; 8P � � � �Attachments A-frame Over 10 i � j � } � --__ _-___-__ ' ^ i s � � iTons � ; ' .._...�. � � .�;___...�_� �....._-.-' __..___. _ , �Kitsa `Power EQui ment Operators !Crusher � $56 44i 7A � 3C ' 8P � �. P P -�-------------�------�---�— —._.._ ..------�---'---�—=---�4--�-------� �-------�-�------� r -�-_�------� �Kitsap ,Power Equipment Operators �Deck Engineer/deck Winches ± $56.44; 7A j 3C : 8P 4 � � ! �(power) f --�------ ' � k �-- }-�-------:�-------�--------; --{�----- �-�---� #Kitsap !Power Equipment Operators Derricks, On Building Work � $56.94i 7A � 3C { 8P � 1 � � _.__.._.�____ .__.. ______�.__________�__-__ , _-___ � li__'--_�'_'___'_'_'.'_"""'— _— 1 ... �_-- s �Kitsap E Power Equipment Operators ;Dozers D-9 �t Under i $56.00� 7A ; 3C � 8P ' � —�-�-----��--��----� ---�--� --;-�-- ------t E , ------�--�--�--1-------�--�- ----._..._.. _..�-��----�-- i = � �Kitsap �Power Equ�pment Operators i Drill Oilers: Auger Type, Truck � $56.00 i 7A � 3C ; 8P , ! i M �Or Crane Mount ��_� �+ i ` i ; i d :.r.. �i._._.._...___.___.__._._�...___..__._________�._.�. _____.1._ -.�-.___._�______;__.________.�._.__..�____� �Kitsap �Power Equipment Operators �Drilling Machine ! $57.51! 7A � 3C ; 8P � �— �-----•-------...--�—�--------- -�--�-, ------- -�---._..._.._...-�---�-----�---._._....._...--- �------....� �Kitsap `;Power Equipment Ooerators ;Elevator And Man-lift: j $53.57� 7A � 3C ; 8P � � � I �Permanent And Shaft Type ; � � ; p about I k 5/13 b an 2/9/2016 about:blank __�.�..._....__.._.. � �.. , _._._..�._r. ----_-�--- _— � � �Kitsap Y�Power Equipment Operators �Finishing Machine, Bidwell And� $56.44i � 7A �� 3C I 8P � a ! �Gamaco �t Similar Equipment � j ; �_._.___._r---_..�__�__�____...�..�_.�..________._�_.___�_____._�_._._._._.__�________ ._.l__._______._.j_______.�._..�...;_____.�._�_�.._.._.______� �Kitsap ;Power Equipment Operators I Forklift: 3000 Lbs And Over � $56.00? 7A � 3C � 8P ; � ° ; ±With Attachments � � ' i r o._._._..__._..__ :_._.�._.._. ._ ____.___T�..._._____._____.�..___..___._ __..._.. � �.___.._.._.� �Kitsap ��Power Equipment Operators �Forklifts: Under 3000 Lbs. With; $53.57�� 7A �� 3C ; 8P � „ ; iAttachments ' i � � � � �---��---------..._._._........_...-----...._.-�-�-�---�-------....-----...-- ��-- ! s � � ...-- ��-----...._..— ----._... --�--�-------- --' , ---- -- ...- - �Kitsap !Power Equipment Operators lGrade En�ineer: Using Blue � $56.44� 7A � 3C ; 8P � ; � ;Prints, Cut Sheets, Etc � : i i � _.____� _ �.,..__ _ _...�__ _..�_..�.Y __.__. �___�____�.__�--_�..._____--;_ �..._�..._,._f. ;. �. , �� , . tl Kitsa ;Power E ui ment 0 erators ,Gradechecker/stakeman � ; ! 8p � p q p p � , $53.57� 7A : 3C �.......---......---- -�----....----�------ --- �--�- ---------�--- --..._...-----i----._.�_...-- -�-�------- �Kitsap ;Power Equipment Operators �Guardrail Punch i $56.44� 7A � 3C ! 8P ' g_._..�..__...._.______�._.__._..._._ ___..._.._.. r�___�___,_�____�� .v.._.�....._________T.__.._.._..__��__; ____.__.�---d-__..___—_.._.� � �Kitsap :Power Equipment Operators �Hard Tail End Dump ; $56.94; 7A � 3C i 8P a � ; iArticulating Off- Road " � ! � ; , , ; ; � ; ;Equipment 45 Yards. �t Over f I. i ' � �.-�----..._.........---...-�---- --- -- �:-- --..__....--�—-- —._...---�---��-----.!._.....-�--- �__.._......_..--��-�-�---�--�--� I ;Kitsap �Power Equipment Operators ;Hard Tail End Dump � $56.44; 7A ; 3C ; 8P � �,� � � ;Articulating Off-road ; ; ; � ; � � j !Equi pment U nder 45 Yards ; i ': � �_____..._I � � _______...�.._.__.._;_..• -__.___�_._....__._._._._.._..�__.._._� �Kitsap �Power Equipment Operators �Horizontal/directional Drill ; $56.00� 7A ! 3C � 8P � � � ' I g f ;Locator ; i ' � : . � �— --------'-"--'--..__........__....---' ' —'--'—--� —'-'------�T ...:.... ! � .��i, �Kitsap IPower Equipment Operators lHorizontal/directional Drill � $56.44I 7A j 3C i 8P � � i j Operator j � i � e `� ;-----.-- ---- -� .._.._ __._.__.- - - - .�.____�. _ _.�.___._.____�._ _____� �Kitsap �Power Eauipment Operators �Hydralifts/boom Trucks Over ; $56.00;�7A ; 3C ; gp i g — ; �10 Tons i j ' j � :� � � � ---f----- ' --__..___. ___......._ —._ _ ; . ;�� _�__-_.__----a �Kitsap ;Power Equipment Operators �Hydralifts/boom Trucks, 10 i�$53.57! 7A { 3C 8P � " � ` ;Tons And U nder � ` � � � �—�--------...... -�----._...-�---...------....._...__.-- � : , —�_._..__..._......- ------..._._—�_...---�-- , _......._.._ ; __._._-� .._r �: �Kitsap ;Power Equ�pment Operators !Loader, Overhead 8 Yards. �t ; $57.51� 7A � 3C ! 8P � € � ;Over � � � � �- ` , � ____ _____: � �Kitsap 'Power Equipment Operators �Loader, Overhead, 6 Yards. ; $56.94� 7A W� 3C : 8P ' �' � � ;But Not Including 8 Yards ; � � � �, ��-- ' . _....---- � ---.....-- - -�;--- ��--'- -� —;---�- ---------...--��---.._.....---��--�------..._...__.......___ _,.. a Kitsap !Power Equipment Operators �Loaders, Overhead Under 6 i $56.44; 7A i 3C ; 8P ' �` � �Yards ! � � '• p � : �___.___._; .___.._.._.____ . .__.._.�_e_._..__.__._.4;=_____.._____._._..s--...____._,___f__f�___.�--...--_3 ;Kitsap ;Power Equipment Operators !Loaders, Plant Feed ' $56.44; 7A i 3C � 8P e �----..._..._.._......:---....--�-�--...--- -- -----.._....._,._._ __.._..---� ---� - � �--�-�-------: ...._.� � , �- f-�----t�--- -�-----; �Kitsap �Power Equipment Operators i Loaders: Elevating Type Belt � $56.00; 7A 3C 8P � � �..____._.._..�_._.. ._____._____ _.,;_._.____._�� .._..._..._Y_._.. ; L._____—___� �Kitsap ;Power Equipment Operators T'Locomotives, All �� $56.44 7A 3C ; 8P � -,�------ ._._..___._. �_____ ,�_.___�.._._.._.._�_.____________....__._.�._. �.._-- -----------� ;,- , —, . ;Kitsap ;Power Equipment Operators "Material Transfer Device j $56.44i 7A ; 3C ; 8P : �----.........._..._._.._.;_._.......__......--��--�-----�---...—.__..------� --¢--......--�------�-��-- ---..._.._ ._._._._._..---� ._...-----, ..---;�-�-----_ � �Kitsap �Power Equipment Operators �Mechanics, All (leadmen - � $57.51 ; 7A ; 3C : 8P � � i �$0.50 Per Hour Over Mechanic)i : ; � � �.____ :._._.�.___.._____�.___ _ ____________ ..�_�________.____;. _._�.._.____.____.��..�.____..� �Kitsap ;Power Equipment Operators �Motor Patrol Graders �� $56.94! 7A ' 3C � 8P � �_______._.._.__._,. __. _�.. � ___ _�.._____..�.____-;�.. —____.� � �Kitsap �Power Equipment Ooerators �Mucking Machine, Mole, I $56.94; 7A ; 3C � � 8P � � ; �Tunnel Drill, Boring, Road i I ; ; � = i ;Header And/or Shield ! ; � � : � .____.��__ �_�___._... .. ._.T,�.._______._-- - -�..._.._.__....�..._...�______:��._�..� E ;�' �Kitsap �Power Equipment Operators ;Oil Distributors, Blower i $53.57� 7A ; 3C �WN; 8P � f ! ;Distribution �t Mutch Seeding � � ; � � . � � i0perator 3 ! � � �.-------------' ---�--- -�-�----------�;---�-�-�---.�_.._.. --� - ; _�__.....------------...--�------- � .... — �Kitsap ;Power Equipment Operators i Outside Hoists (elevators And � $56.00� 7A ; 3C � 8P a � ; IManlifts), Air Tuggers,strato � � ! ; � �_..__.._._._._..--��--t---�-----...__....--�---�-- -...—�---- ; ----.... --- -��--�--------....-;-�------�---------�--��---.�.._._...-----..� �Kitsap i Power Equipment Operators ;Overhead, Brid�e Type Crane: � $56.44; 7A ; 3C ; 8P � r g � !20 Tons Through 44 Tons ` ! ; + � a ; , , � -- --�--- -�.....---------�-�--�-------��---�- .---�----�-�--�------�- ,, i . I...--- �._—....._. _._� i � �Kitsap ;Power Equipment OQerators !Overhead, Bridge Type: 100 ; $57.51 ; 7A ; 3C � 8P � � ' i i i i i ? about:blank 6/13 � 2/9/2016 about:blank ' ` . ; , ; � iTons And Over I � � ' r , ----i--- ..__...;..__..__.__._._.._.,_.._..__.____._�__.�.._..___.__...� i � ;Kitsap �Power Equipment Operators� ;Overhead, Bridge Type: 45 � $56.94j 7A � 3C � 8P ; � ` iTons Through 99 Tons ; ; � ; h �' L._...._.____.._.!__..�......___...___��..�_._.�. :: �..._._.._.......�._._�. _______..�_�.�r....� ;Kitsap ;Power EQui pment Operators _�Pavement Breaker � $53.57; 7� 3C � 8P k �__.._. ...."'_; ____"""_'__ .. .. � -� N �� ;Kitsap ;Power Equipment Operators ;Pile Driver (other Than Crane � $56.44� 7A i 3C � 8P � � ` ' _.�.._.._.... ......_.�...�._._.� iMount)__.__ � ._. � � � ' " �a � , i __�.;��_�___.�..;__._..___._._� ...___..�______..�. ,._ ...�, �Kitsap iPower Equipment Operators �;Plant Oiler - Asphalt, Crusher j $56.00i 7A j 3C j 8P � =------ -...--------�--�-�--�---- --....---- --._....---.__.._.._... ....._...._.__.._...-�---......--�- i � , r-------_....–��-----------" .�( ;Kitsap j Power Equ�pment Operators ;Posthole Digger, Mechanical � $53.57; 7A 3C ; 8P ■ . . ., ---....__.._..-- ;---�-��--�--.....__ • i- �K i t s a p �P o w e r E q u i p m e n t Op e r a t o r s 1 P o w e r P l a n t � $5 3.5 7! 7 A ; 3 C � 8 P � �___________�._, _�._ ______..___ �.___ ._.�_..__.____..__ ; ._...�_._____._.....,._ ; -----�. �Kitsap ;Power Equipment Operators ��Pumps - Water ! $53.57��7A � 3C � 8P 3 � � __._____;.___ _____...________ _-. ; � ____.�. _�_.._.. �Kitsap �Power Equipment Operators �Quad 9, Hd 41, D10 And Over i $56.94� 7A ; 3C � ��8P� ;Kitsap �Power Ec�uipment Operators ;Quick Tower - No Cab, Under $53.57I� 7A�W� ��3C P � � j ;100 Feet In Height Based To � i i � � � - ' ; r � � ;Boom � ' ; ; G , � , , . �. .._ �_.--�------�---------._......-�- ---..�._....---��------ ----...._. _...._....----�-----..._.�--- � ------..........:..-----......----�--��-� , �Kitsap �Power Equipment Operators ;Remote Control Operator On ; $56.94� 7A � 3C ± 8P � � � i !Rubber Ti red Earth Moving ; i � � � � i Equipment t I � � � � i �-------- --.._.._._ _._.._._.....---� � ---..._..-�----�-�---------: ��--�--�--._._.._..----.._�_...-�----�-�---� e Kit�..sap �Power Equipment Operators ;Rigger And Bellman ; $53.57; 7A i 3C !�� Kitsap�i Power Equipment Operators !Rigger/Signal Person, Bellman � $56.00� 7A �� 3C � i 8P ; � � �(Certified) � ; ; �� ;;, � + _ , �._____.__.. �.� .;____._ � _.___.___._-t._ Kitsap Power Equipment Operators �Rollagon � $56.94� 7A + 3C 8P s ..----�--- ---...---�-- ---�-��-- -�r—�-�----��--_ !._ —....._..__� -----�--+ �----- ----- t_._._..--�--- • �Kitsap �Power Equipment Operators i Roller, Other Than Plant Mix + $53.57� 7A ! 3C � 8P � � �-----...--J-------- -...-. _.. _._._...---....i_..--�-----i - -;-----._....-----..._.�...---...-.---$ .,. ---��----�----- . �Kitsap �Power Equipment Operators jRoller, Plant Mix Or Multi-lift � $56.00� 7A 3C ; 8P . � � � �Materials s �� , I j � wKitsap Power Equipment Operators �Roto-mill, Roto-grinder � $56.44i 7A 3C T8P � �---- ---� ---- --- �---- --�--- .. � Kitsap Power Equipment Operators �Saws - Concrete ��$56.00j 7A� 3C � 8P € ,.` .--�._ __._.j--- ---}--�— —--------�--I--— , --� �Kitsap �Power Eauipment Operators �Scraper, Self Propelled Under � $56.44y 7A � 3C ; 8P � i45 Yards � �_ � � � ! ..�..��..________ � �. ° -- ._._._._... �Kitsap �Power Equipment Operators ,Scrapers - Concrete ft Carry All� $56.00j 7A � 3C �I 8P . �----�--- ----- ----�----- -----�--�—�,--- ; — ---._.._...—_.---��;�-------...__ :, --�---------�— eKitsap �Power Equipment Operators �Scrapers, Self-propelled: 45 ! $56.94; 7A 3C j 8P � I � � �Yards And Over _ �� i ; � � --�-�-�___ � ___� . Kitsap IPower Equipment Operators Serv�ce Engineers - Equipment �$56.00; 7A 3C � 8P -��-----.� _...---�----- ----��----- . : r---�----�-�----._...----...--:------ Ki tsap �P o w e r Eq u ip m e n t Op e r a t o r s �S h o t c r e t e/g u n i t e Eq u ip m ent ; $53.57� 7A 3C � 8P � ,�__._ _.. ; ..._� __.__- � --=-----.� �� Kitsap jPower Equipment Operators �Shovel , Excavator, Backhoe, � $56.00: 7A i 3C 1 8P � � �Tractors Under 15 Metric Tons. � � i ; , � �---W-- _____ � ..�___.______;_.. � � �Kitsap �Power Eauiament Operators IShovel, Excavator, Backhoe:�i $56.94� 7A ! 3C i 8P � � � �Over 30 Metric Tons To 50 � i ; � � � �Metric Tons ;��_ ; i � i �• �Kitsap Power Equipment Operators 'Shovel, Excavator, Backhoes, � $56.44� 7A � 3C �� 8P ; ` � i �� _ u � �Tractors: 15 To 30 Metric Tons ; � j � � .. �_________�_ ...�..__i_.__..____ ___�_____._.._ � ��__..__________T.�______.____� �Kitsap �Power Equipment Operators iShovel, Excavator, Backhoes: � $57.51; 7A ( 3C I 8P ; � � �Over 50 Metric Tons To 90 I � � � w � � jMetric Tons � � � ; _.__� ___._.__ _____.____ __.__�..._ ____ _..._.._��...__._...___�.._._._R...___�.__.�_.__ �Kitsap ;Power Equipment Operators !Shovel, Excavator, Backhoes: � $58.10i 7A � 3C ; 8P � � ; i0ver 90 Metric Tons ; ! ; F � � . .. _ � i -;--------= �--,------ ----------- -�-��;----....-------F---- � �_.. }---------�----- ----- ----�---�--� � „ ;.Kitsap �Power Eauipment_Operators_�Slipform Pavers � _$56.94� 7A ; 3C ' 8P_ a i . —�-�-_----�._.. � �Kitsap �Power Equipment Operators �Spreader, Topsider �t i $56.94j 7A � 3C 8P � i �Screedman j � � g about:blank 7/13 2/9/2016 about:blank �.______�._ i __._.__._____..._.._..__�. __._._ _______.____�_�..�.____�___..__ : _..___ _____� .._...-� �� _; :Kitsap �Power Equipment Operators ;Subgrader Trimmer , $56.44; 7A � 3C ' 8P �: �--. _.----.....-----�--- -- ---- -------.._._._._._._...._.__..._; ._.......--��;-�-� --�----�----�� dKitsap `Power Equipment Operators !Tower Bucket Elevators i $56.00� 7A i 3C j 8P a ;-�-- —�-- � ------._._........- — i --.........-----------�------�--._._.........:....---i ...--�-----;-.. ._......---�---..._...._E ; �Kitsap EPower Equipment Operators ,Tower Crane Up To 175' In � $57.51 ; 7A ! 3C � 8P � � ; ;Height Base To Boom I i � : �.�.______.__��._____..__.._�. ___.__._.__..� _�__.._ ..�...._....__..___.._._�_. --,;.-------_._.._.Y�;.�_ ._.._� �Kitsap ;Power Equipment Operators ��Tower Crane: over 175' ! $58.10; 7A i 3C � 8P w �� through 250' in height, base to ; � � ! � �, i i boom ' a ? � � �..._.._.___.____.� .� _ �._._.�._______.._;—_ - ___.._; _.._.______�_._...____._ ____...�___�._._.�.:�..�.._.._._.__, �Kitsap !Power Eauipment Operators jTower Cranes: over 250' in � $58.67? 7A � 3C � 8P � � � I i I ! � � � � �� height from base to boom � �Y��; ; ; �_� ?...._ , � ; i`_________.�._.__ � �Kitsap iPower Equipment Operators ;Transporters, All Track Or ; $56.94! 7A � 3C ; �8P � ; + ____._.._.___.__.__._._____iTruck Type _ . __�._.�._.__1.�._...�.___�_._�._�__�.__i_____._____� � jKitsap lPower Equipment Operators �Trenching Machines ; $56.00•:` 7A ; 3C ; 8P ; ---._......---�------�---�----------�-----....-- -� �--------._._._..---�-- - -- i . �------- �-. ..__..---�--:._....._...._—r---=---� YKitsap :Power Equipment Operators ;Truck Crane Oiler/driver - 100 � $56.44; 7A i 3C ; 8P � s ; �Tons And Over ��,� ; � ; �� ' ° � _ ._..�.._._. �_.__�______ _�_ ..�--________________ ��--_______..._._;_.._ �_ � �Kitsap ;Power Equipment Operators �Truck Crane Oiler/driver � $56.00� 7A � 3C ! 8P � � ; i U nder 100 Tons I ' i ! ' � .._�....______.__ ..� ___,___..____..__ ;_ _�_�_..__ - �--.�..�..___;___ __�.�,�_._._�.� �Kitsap ;Power Eauipment Operators vjTruck Mount Portable �� $56.441 7A ; 3C � 8P � . � ; iConveyor ! ; � � � . ---�-�--�-----�---�-- - -----�� ° �----.._...-:----�-- ` �----�----� -� • �-------°—� ---�-�-- ,Kitsa �Power E ui ment 0 erators i Welder � ' � y P q P P � $56.94• 7A---..;_..._._...._3C 8P � !—� -------.._...__.....--4--�-------- --..__._�......----...—!. — � --......!--�--- � �Kitsap �Power Equipment Operators ;Wheel Tractors, Farmall Type j $53.57� 7A ' 3C i 8P � � a ---- ---�---.�_.._.__..._......-�-- —�-....----�--�---!— ---��--......__.._. ...-;-... .: : �Kitsap IPower Equipment Operators ;Yo Yo Pay Dozer ! $56.44; 7A � 3C � i 8P ; � �Kitsap �Power Equipment Operators- :Asphalt Plant Operators � $56.94� 7A s 3C �!�8P k • � �Underground Sewer �t Water i � � ' � � � 's --._.._�__....__.._......--- --�--...�............----...—j —�..... . .--� --:-._...-- ' � �Kitsap ;Power Equipment Operators- ;Assistant Engineer ; $53.57; 7A ; 3C ; 8� E !Underground Sewer £t Water ; ; ; ! ; a �.._ � . ._�___._..___.__.� _______ _;__________f__�._.___._�___�_.�__.________.____�; : �Kitsap !Power Equipment Operators- ;Barrier Machine (zipper) , $56.44! 7A ; 3C : 8P � ��nder�round Sewer ft Water � ; � ; ; � � ----._._...;__._.._.._...._...._._ _;..._..--�---��--�-------- .._:...--- � � —�..._...__. 4:Kitsap j Power Equipment Operators- ;Batch Plant Operator, ! $56.44! 7A i 3C � 8P � ;UnderQround Sewer ft Water �Concrete j � " � '------.._._.._._;._....---�--�-�------�-��-----.._...----- ---._...---��-�----......_..._.._..-�------- � ! _ _! I �--,--�---��-----�--. __....._..—;--_..._.._.._. � �Kitsap �Power Equipment Operators- �Bobcat � $53.57� 7A � 3C 8P �. ; ;UnderQround Sewer £t Water ! ! I i � - _.�___ � � ..�..._„ - � ��.- � � ----- - .....�._._.�.__�..._.__.._. q �Kitsap ;Power Equipment Operators- �Brokk - Remote Demolition I $53.57; 7A 3C ; 8P + � 4 j Undereround Sewer �t Water �Equipment ' ' I " ��. � � .�� ....�..._�� .�. .�.w.�.�........�.�_.Y.�...�� -��.�� 9 �Kitsap ;Power Equipment Ogerators- ;Brooms I $53.57; 7A ' 3C �� 8P � ' �Under�round Sewer �t Water ' j � � t ' ' 1 � , . , �-------�------ - �---------.,----- --.............------�— --._P...... _....---�;-----;-�--�---�---._.�...__. _� g Kitsap �Power Eauipment Operators- i Bump Cutter ± $56.44; 7A ; 3C j 8P � � iUnderQround Sewer �t Water ' ; ! ; i ; �� _--..____..___._i_. _.r...��.�__. � __..__.____._.�______..._--- ____.�___.._._�______.____.__ _ � � � ._� .�.�.. --�--------------� aKitsap IPower EQuipment Operators- ;Cableways � $56.94; � 7A� ; 3C i 8P - 'Underground Sewer £t Water i ; i � i � ; ` ...---�----��— , ; ; � �; , . —�—'--------�--'—.._......_...---......._--....---"-. '--'�'--- �— 't'-'-'— —"9'------..._......s Kitsap ;Power Equipment Operators- �Chipper i $56.44i 7A � 3C � 8P � : ;Underground Sewer �t Water � � ; ---- —�--- �----��--...........---..... ._.. .. _._.._.._. �._. � __......., ' ' 'f'"___'...."_'__'t.._..._.._.__.._ �Kitsap i Power Equipment Operators- ;Compressor ; $53.57! 7A ; 3C `• 8P : $ ;Under�round Sewer �t Water � � � j � p ; _..- ' --------------�-�---�� ---------- . - 3 ... ...i _ . . ... � i " �Kitsap �Power Equipment Operators- iConcrete Pump Truck Mount , $56.94, 7A ; 3C � 8P $ I'� s ;Underground Sewer £t Water j With Boom Attachment Over i ! I ; � � b ; 142 M i ' E � I � � ; � q'_""_"'_'_'-__'""__""___'_'___"_""_'__'_'"""'_ _: - - ....._.._'___"i'"_- f_- _ � _'.._.. '__'__•. �Kitsap �Power Eauipment Operators- 'Concrete Finish Machine -laser ; $53.57; 7A i 3C � 8P � � ;Under�round Sewer �t Water �Screed ' " i • �� . __.. ._.. _I_._ .�._ � �._.._.� � i�� .__---_-- i about:blank 8/13 ,' 2/9/2016 about:blank ' ' �Kitsap IPower Equipment Operators- ;Concrete Pump - Mounted Or j $56.00; 7A � 3C � 8P ; � ;Undereround Sewer �t Water �Trailer High Pressure Line � ; ! � ' g i ;Pump, Pump High Pressure. � ` : ; � � 5 SR...�......��-1.� ��..� » � ...��...��.....�..,...r.�,.��...�..�..�.....�..�.. .�..f��--..�.��..� �..�y�.��..»�..�..�.��......�..�.�.� `Kitsap �Power Epuipment Operators- ;Concrete Pump: Truck Mount�� $56.44�� 7A � 3C ; 8P ; � �UnderQround Sewer �t Water iWith Boom Attachment Up To ; j ' ; 4 _ ! !42m ; � � � � ;�� ----�-�..�.__._.__:�. �.__.._._.-- --...�. _� ��.__---�-�-�-___---�._._._ 7A � 3C_.. ._'--- 8P-- s �Kitsap ,Power Equ�pment Operators- 'Conveyors ; $56.00; � F g �Under�round Sewer Et Water i ' I � ' �____.__._�._�. _______ ._ _.--- _____._ _...._.__._._._..__.__.__..._._..._. _}____ � _�.......__{.� I --.---_----a �Kitsap �Power Eauipment Operators- �Cranes Friction: 200 tons and� � $58.671 7A j 3C i 8P 4 $ �Under�,round Sewer Ft Water �over ; i i ; � 3 J-----�---- ---��----'-----._.....---- �-- ':. ,__....._...---. .......-- -------�- : � � �Kitsap ;Power Equipment Operators- �Cranes: 20 Tons Through 44 ; $56.44� 7A ± 3C i 8P � � IUnderQround Sewer tt Water ;Tons With Attachments� I � f � s �_____ �_._ �..�_.__._. ..��...t____.�.._..�..'_._____.._._.__..�._.._._.._____._..�_._._....._._� =Kitsap �Power Equipment Operators- �Cranes: 100 Tons Through 199 � $57.51� 7A I 3C � 8P � � � !U n d e rg r o u n d S e w e r £t W a t e r ;T o n s, O r 1 5 0' O f B o o m ! ; � � � � � ;(Including Jib With � � � m ; I � ' ; i � � ° ' 'Attachments) j ' ' � , . �----...---- � .. . _. _ ' ---...---�--- ------....._._...--� ---s..-—��--�------�---...,-----�--'---------...---�—� —1---._...----------� -�—----�-�— -� � �Kitsap �Power Eguipment Operators- �Cranes: 200 tons- 299 tons, or i $58.10' 7A � 3C j 8P y y ;Undereround Sewer Et Water ;250' of boom including jib ; ; i � � � � with attachments ; ; ' �----�---- --.._.- --- ----�-��-- -t------- -----�----�--------...--�.-----� � � ------�----�---� --� , - , � �Kitsap •Power Equipment Operators- fCranes: 300 tons and over or $58.67, 7A i 3C , 8P e ' Underground Sewer Et Water 300' of boom includin� jib I � I ' ° I � ._ - �� with attachments i ' ! i � _____..�...__ _�_�_____�._____._____..�____. ____;...__..� --� �Kitsap iPower Equiement Operators- iCranes: 45 Tons Through 99 i $56.94; 7A � 3C P � ..., � ` ' . � !Undereround Sewer �t Water ;Tons, Under 150' Of Boom i ! ; ; ? . � � �(including Jib With � � ; ; _ � `Attachments) i � � Kitsap Power Equipment Operators- Cranes: A-frame - 10 Tons And $53.57 7A 3C� 8P �Undereround Sewer �t Water (Under � ' �� §Kitsap ;P� ower Equipment Operators- iCranes: Friction cranes ; $58.10� 7A� 3C ; 8P : ' i Under�round Sewer Et Water ��through 199 tons ; I, i ; 3�. .._.�. .._. _. w �__.—:--.—..�.�.- p_ __ ' .Y�.r...._._.� � �Kitsa �Power EQuipment Operators- �Cranes: Through 19 Tons With ' $56.00� 7A ; 3C i� 8P g � P �Underground Sewer £t Water �Attachments A-frame Over 10 � i � i � �. _ � -- .._.�.. �Tons _._._._. � .. ' dKitsap �Power Equipment Operators- � Crusher �T $56.44!� 7A � 3C ��8� ' � � � P r Under�round Sewer �t Water � � ' • � �---;-----�------ � --...---;—�-----�-- —r------- ------...---� �---------------- -- �Kitsap �Power Equipment Operators- �Deck Engineer/deck Winches � $56.44� 7A ; 3C � 8P � � �Unde�round Sewer ft Water i(power) � � � � ` � � i � ..--- _...---;----�-----�-- 3__.__'..._—"___„ _"__...._— ......_....— i --"—"'_"........__._—_..."__"".'_'.t"""_ . " '_� 1 �—� tKitsap 'Power Equipment Operators- �Derricks, On Building Work � $56.94; 7A � 3C ! 8P � , _ ;Undereround Sewer £t Water ! ' ' � � I ' � 9 L .._..�...�l.... . _ _.�......__. ..�. ..�.r__.__-__.._.---:_' �-- fi--- --"------•i...._..._._..._.�.d ;Kitsap �Power Equipment O�erators- �:Dozers D-9 �t Under ( $56.00i 7A � 3C I 8P � � !UnderQround Sewer £t Water i � ; i � �.._.�_.._.� � _...�.. __�___..� ._..__ i___..�.._.�___.___. � .�____�_._.._�. �.._____�..._..._, � :Kitsap ;Power Equipment Operators- �Drill Oilers: Auger Type, Truck � $56.00; 7A I 3C j 8P � i UnderQround Sewer �t Water Or Crane Mount j i ` ! � L----- ----...------�- ---�------�--�--� �-� ' - � '------- �---��---, ; �Kitsap IPower Equipment Operators- �Drilling Machine i $57.51� 7A ; 3C ' 8P � tl ;Undereround Sewer Et Water j � � � � • ---�—;-�--�-------------.. _...__ __...--�------...---�--...--�--------- -...-�---�------ --�------...--, �-�--�------...-----,�..-�---�-�--...._.a �Kitsap ;Power Equipment Operators- �Elevator And Man-lift: � $53.57� 7A � 3C I 8P � � ;Under�round Sewer �t Water ;Permanent And Shaft Type � ; � ' --..�._.._----� ----- --�--- --;---�-�--------�----�-��--- ...----- --- � , --�-----..__.._.... ----��---...--�-�;�---...--�-- � -�---- �----�-- p_._. t ;Kitsap ;Power Equipment Operators- �Finishing Machine, Bidwell And' $56.44y 7A ; 3C j 8P p , , s �Underground Sewer �Water �Gamaco �t Similar Equipment � ; ; ; . � �----- ----� ----._...- {---�—� �---------, Kitsap �Power Equ�pment Operators- Forklift: 3000 Lbs And Over $56.00� 7A 3C � 8P g �---�-----i---------------------..._ i � ; � � about:blank 9/13 2/9/2016 about:blank , , , ; iUndereround Sewer ft Water iWith Attachments i i i ! � :--- —' � --=�------�------�-----._._.._.--�-�----' ----�--.......--�-�-- --.._........-�- ; �--------�---- ' __�. .. � �---�- r-------- .... � .�..----�� -- �Kitsap ;Power Equipment Operators- �Forklifts: Under 3000 Lbs. Withi $53.57; 7A i 3C i 8P � � ;Undereround Sewer �t Water _�,iAttachments ! ; � �f i ,� �Kitsap �Power Equipment Operators-� ;Grade Engineer: Using Blue ; $56.44� 7A�! 3C � 1 8P �� d ;UnderQround Sewer £t Water ;Prints, Cut Sheets, Etc ; ; j ; .: : y__---.......------�-�----....----._;..--��------------....-- -; -------... ..---�--------�; � --------.._..-�-----...._..._ .._ �Kitsap �Power Eauipment Operators- IGradechecker/stakeman i $53.57; 7A I 3C i SP � E �Undereround Sewer Et Water ; ; ; ; ; _ ._�.._._��.�___�_��._ �___�___-._.._--....�...}..-._�.______._-..�_�.... _�___.�� ._F� .....-q------...._�....�.__� ...`��__._ ' ;Kitsap �Power Equiament Operators- �Guardrail Punch ! $56.44� 7A ; 3C j 8P � � ; � �Undereround Sewer £t Water � � � i � ` � ��._...__..______.___;____.__....._._ _�_._____ --.. _�_____� _ � ._._._.r----�.-__._.. _.;__......._._.�_.._ � __.._______� �Kitsap ;Power Equipment Operators- �!Hard Tail End Dump ��$56.94i 7A � 3C � 8P � ; ;Underground Sewer �t Water ;Articulating Off- Road � ; f ; � p �. i ; �Equipment 45 Yards. �t Over ; i � � ; . .____._._..._r_______._. _ __.._.._.. ..�._.�__. ._._._,__.---._�._.�..�........�.___.._,.�___.__3C._._._.I_____8P.� �Kitsap ;Power Equipment Operators- ;Hard Tail End Dump � $56.44� 7A ; � ;UnderQround Sewer £t Water !Articulating Off-road ' � � � � ' i IEquipment Under 45 Yards j � y � p : F ._.....Y..�.�... ..�� ._"..�..I____.� __ .._-_......_......_.��'_' ""' �.... ... ._.... ._-----..._..�,._.�._� '_...a �Kitsap :Power Eauipment Operators- Honzontal/directional Drill $56.00F 7A ' 3C ; 8P ; ; �Under�round Sewer ft Water �Locator � ; ; � � �` � • • � �- --------- -�. .-----��------��------�.............. ... ..:...------�--;-- --- -;--�----� �Kitsap Power Equipment Operators- jHorizontal/directional Drill ; $56.44; 7A � 3C ; 8P - € �Under�round Sewer £t Water �Operator ! � ' ; � cKits p Power EQuipment Operators- jHydralifts/boom Trucks Over ; $56.00± 7A�3C � � 8P� ,� ,. � �U nderQround Sewer �t Water �10 Tons ! ` ; __ . .�__ � -�---�-�------ •`. ----...__ . __; �Kitsap �Power EQuipment Operators- !Hydralifts/boom Trucks, 10 ; $53.57; 7A � 3C ; 8P � R 'Underground Sewer �t Water ;Tons And Under � i ' � � •� ..b-._.v ' .�.�..m..�-___._..-..._ .,k i ��,_�..-...�..�.. ; i �Kitsap �Power Equipment Operators-��Loader, Overhead 8 Yards. �t ! $57.51 ; 7A � 3C ; 8P p �� i U ndereround Sewer �t Water {Over � ; ; ;�� ' �. �Kitsap !Power Equipment Operators- iLoader, Overhead, 6 Yards. � $56.94i 7AT � 3C '• 8P � : ' �Undereround Sewer �t Water � ' � � � ` ;But Not Includine 8 Yards : ; ' ` �--- ` ----�-----�----� -�----.._...__.5... __._... !-- --�--..!. .._p , t....-------�----f- 7A � 3C ! 8P 3 Kitsap ;Power Equipment Operators- �Loaders, Overhead Under 6 � $56.44� - 4 �Under�round Sewer £t Water jYards �T �.Tw.�� ; i � ' _ ^ ' .�________..T_.______ _.__—;—��..�.i_._.._.�_____�__�_.____. i.. ....�.; �Kitsap +;Power Equipment Operators- ;Loaders, Plant Feed i $56.44� 7A � 3C ! 8P � � `Underground Sewer £t Water � j ; i � a ¢__._..__..__....-�--� - --�--...__........__..ti..---�— -....---.._._..---�-- �------�-�-s--- ' �Kitsap ;Power Equipment Operators- ' g ype ' � ' � 8P � � : ;Loaders: Elevatin T Belt � $56.00� 7A ; 3C ; _ a , � � �Underground Sewer £t Water M � �� N�� _ ; � ' �-_._---_ ' o ,. � ! ,�. —;._._.�...__� ;Kitsap ;Power Equipment Operators- �Locomotives, All i $56.44� 7A � 3C j 8P ; ; i Underground Sewer �t Water � i ; I ; y , _ _.__ .-- ---_ _..___..��..�...._.____.__;.__.___...___��....�._.r: :Kitsap ;Power Equipment Ooerators- �!Material Transfer Device mm� $56.44� 7A ! 3C ! 8P '° � �Under�round Sewer �t Water � ; � � a �' �..._.._._._....._�._.._..___..— ______..._ �._.._..__,_._...�.__._..._._..._�_...._.._ _.i..�.._._.._._.__�____ �__._.___�__.___.�.__ _s �Kitsap �Power Equipment Operators- �Mechanics, All (leadmen - ; $57.51 j 7A � 3C � 8P ; �Under�round Sewer £t Water �$0.50 Per Hour Over Mechanic): � � � � F �.____�.�.._._. � _. __..___....� ...�_..._.__�.�.__._.___�_.�.�..______...._ ._..�...��______ ____ -- ______._. � � a Kitsap�;Power Equipment Operators- i Motor Patrol Graders ; $56.94;� 7A� � 3C �� 8P � , , , , y j Under�round Sewer Et Water ; ' � ': i ` �- ----...--�—�--....----------'�-- � �--.......----..— , --._...a E � .__._._...--- —�----�---1.. _.._....-�--�--...�_......_..._. � PKitsap IPower Equipment O�erators- iMucking Machine, Mole, ; $56.94; 7A � 3C ; 8P � ;Under�round Sewer �t Water ITunnel Drill, Boring, Road ; : I :, � � Header And/or Shield ! i ! i �-__�.�_�. __�..._� .___� __ �_____ .__ �.�_____.. __ . ------ ; � 1 �Kitsap 4Power Equipment Operators- �Oit Distributors, Blower i $53.57� 7A � 3C ; 8P ; � �Under�round Sewer £t Water �Distribution £t Mulch Seeding ' ; ! i � � : �Operator � � I � � - - - - ---......------ - --._... -�-------- --._: , ---�-- �-- ---; -—�-- —�---� - --- ----�-----�-��--- �Kitsa � � i ,--...._..._..-� p iPower Equipment Ooerators- ;Outside Hoists (elevators And ; $56.00: 7A ; 3C I 8P � ; �Underground Sewer £t Water �Manlifts), Air Tuggers,strato i ; ! i � ��---- ' � —....__._._.._ ....-�----- _.�.._..---�---...._...,--------...-�--- + I _..--�-------... E .— , —�--------� ---�-�� aKitsap ,Power Equipment Operators- ;Overhead, Bridge Type Crane: ; $56.44� 7A � 3C � 8P � about:blank 10/13 ,� ?J9/2016 about:blank . - . � �Under�round Sewer �t Water ;20 Tons Through 44 Tons ; j _ _1 _ , � r-�-- -- . . . .. . � _.._...—._..i i �Kitsap iPower Eguipment Operators- ;Overhead, Bridge Type: 100 ; $57.51� 7A � 3C 8P R �Under�round Sewer Et Water jTons And Over i ' � � . __.._L� _ �.....__._. � . �__.�.___��..._._. -_--,.________._ , : -g - ;Kitsap ;Power Equipment Operators- �Overhead, Brid�e Type: 45 ; $56.94; � 7A � 3C ; 8P � fi ' . �---------�Under�round Sewer ft Water _�Tons Through 99 Tons ;__....___�_...-.-.--- '-.-----...._..._..---.-_;-._...-----.------� F-------._...-�----._....__ _ , _ - �Kitsap �Power Equipment Operators- ;Pavement Breaker ; $53.57; 7A� 3C � 8P � ;Underground Sewer �t Water ; � ; i : .._--�-�--, ; �Kitsap W�Power Equipment Operator Pile Driver (other Than Crane ; $56.44! 7A ,� 3C ; 8P � � � i ' � ;Under�round Sewer ft Water jMount) ° ; �___._______�--_.___ �__ __�____________.__ � __ �_m_____.�_____�__.._� �Kitsap �Power Equipment Operators- ;Plant Oiler - Asphalt, Crusher ; $56.00� 7A j 3C , 8P � i , . � �" ;U nder�round Sewer £t Water ; ; � !_� _ �� ;^�y�� _�____.___.._.� _._. __��..__ _.._�_�. __�.___.__._._.____. , __ ; _........._....� , � ;Kitsap ;Power Equi�ment Operators- �Posthole Digger, Mechanical ; $53.57; 7A i 3C j 8P � ; ;Under�round Sewer �t Water i ; i � ! � �___.___�_._�.._.� ___ __.._.._.__.____--�-�..�...._.._...w._._.__...�_._. _.._4____�_. � .�._._�__________� � �Kitsap j Power Equi�ment Operators- �Power Plant i $53.57; 7A i 3C ; 8P � ��. : , ; : _ iUnder�round Sewer £t Water ! ; � : . ... _ ; ...---�-�------......-- - --�--....._...__. _....._...-�- -�-� --�— -�-�--...--�---:.._.._...--- '------.__._.._._._ � _._........--�---; � ;Kitsap i Power Equipment Operators- i Pumps - Water ; $53.57� 7A I 3C � 8P � � � �Underground Sewer tt Water i �� , ! I I � � K - ---- � : itsap� �P wo er Ec�uipment Operators- Quad 9, Hd 41, D10 And Over � $56.94! 7A ; 3C ; 8P � � �Undereround Sewer £t Water � �� j i � � � � `•____"�__•______..W.Y. __.� ;�. ; p- �-------- A �Kitsap �Power Epuipment Operators- �Quick Tower - No Cab, Under i $53.57� 7A � 3C ; 8P � � �UnderQround Sewer �t Water �100 Feet In Height Based To � I i � �. � � 'Boom ' � � ! � _. - �-_____ ,�----�------ � �.__.�._.�_.• ___��____._______._....._.______.__.�.._.._.�_�__._.__, ` �Kitsap �Power Equi�ment Operators- i Remote Control Operator On i $56.94i 7A ; 3C j 8P � `� � ;U n d e r�r o u n d S e w er ft Water ;Rubber Tired Earth Movin g ; ' � +� � ' � " j `jEquipment � _ I � ___._ ' . . , �-�- -�----�-�------� ;-� Kits� ap �POwer Equi�ment Operators- IRigger And Bellman $53.57� 7A ' 3C � 8P � .�� Under�round Sewer �t Water i � I � . � --- --- �----�-�---- -------�---- ---�- � -----�-----� ---._... ._-� • �-----_� ; --T--------�-- � 'K i t s a p ;P o w e r E q u i�m e n t Op e r a t o r s- �R i g g e r/S i g n a l P e r s o n, B e l l m a n $5 6.O O I 7 A ; 3 C 8 P 9 :�. � � ; � f i i 3 �Under round Sewer �t Water � Certified ; � � . � ( ) i � � .�.----. _._._.�..�___._...._ �__._ w �_._�_____�� . '� ' ; -�---�---�; —I , �Kitsap ?Power Eauipment Operators- I Rollagon � $56.94! 7A I 3C } 8P � � 'Under�round Sewer �t Water ; � � � � � �-�-�—�----.._..----�� ---��- ---;� --------...----�-------�---- ��----�--...__..�_._8P � � -fi---�---�—f �Kitsap Power EQuipment Operators- ;Roller, Other Than Plant Mix $53.57i 7A j 3C i _ � � � !U nderground Sewer �t Water� � �� __ � _ i � K� itsap oP wer Equiament Operators- �Rolter, Plant Mix Or Multi-lift $56.00�A ; 3C �8P � !UnderQround Sewer tt Water iMaterials N� � � � _._�_________w_.....Y__ .i __._._.� . __._�.___.____.� �' iK� itsap �Power Equi�ment Operators- �Roto-mill, Roto-grinder � $56.44� 7A � 3C i 8P 3 � �Underground Sewer �t Water I i ' � + __, � �.__._ ..�._._. _ .�...._.�.._.._.._._..�..�..._ _._._..�.____.__.._._____..._.__.._.�_______...�_.�___...._._._.._.j . �__.___. � �Kitsap iPower Equipment Operators- �Saws - Concrete I $56.00; 7A � 3C ; 8P �; �� Under�round Sewer �t Water � _ I � ; � .�.._._...L__.__ _-----_-----�I._�_._._.____�...—. ..�.._,--____..�.._._.________r_�.__.�� ____.._.�._.__.._...�..�_� � ; �Kitsap �Power Eauipment Operators- �Scraper, Self Propelled Under � $56.44i 7A , 3C i 8P � , : �Underground Sewer �t Water j45 Yards ; � ! � � � �_..---._...__1__---�-�--------�-- —��--------... __.T_. .._...--�-- --�--�----.....----;---- , ------...._...s— --��---- --�-�-----� aKitsap ;Power Equipment Operators- ;Scrapers - Concrete �t Carry All� $56.00� 7A � 3C I 8P � � � �Underground Sewer �t Water i j I � � 7-'--"_'- '- '_"_ _"_I --'_'_-"_'___'__'_ 'T_"-__�--_--i-_-'__ � �Kitsap �Power E�uiament Operators- �Scrapers, Self-propelled: 45 � $56.94! 7A ; 3C �8P ; M� �Under�round Sewer ft Water 'Yards And Over� �� I�_. i.�..___�.��__;__ � � � �Kitsap �Power Equipment O�erators- iService Engineers - Equipment � $56.00� 7A ! 3C s 8P � � 'Under round Sewer �t Water ' ' 3 ` � �. � i � ! i.-------` �-------'---._._ � . � �---�---�...------- -� ---....-..-�---r----....---------�-- ---- - - i-� � -r----�--�---. ' ' ' ' 53.571 7A � 3C ; 8P � aKitsap !Power Equipment Operators- �Shotcrete/gunite Equipment ; $ � ;Underground Sewer �t Water � i ' i �_.__._.__._..._��_._._____�.�._.__.� _�-.--.__�._ .�-_�_.�. __._i�_ - ---�_ � i � I � about:blank 71/13 2/9/2016 about:blank � �Kitsap !Power Equipment Operators- �Shovel , Excavator, Backhoe, ! $56.00; 7A ; 3C � 8P � � iUnder�round Sewer �t Water ;Tractors Under 15 Metric Tons. � � � � ° , _ w.._�.____.i_�._____. ._._ .�._�__.._ __.__..._.;_�......_.__.__L__...________...±_..._._....._.. ;--- __-----; s Kitsap �Power Eauipment Operators- ;Shovel, Excavator, Backhoe: i $56.94; 7A ; 3C ; 8P = � � iUndereround Sewer £t Water ?Over 30 Metric Tons To 50 � � � �' : ; � ; ; i ;Metric Tons ; � � � , ......._._......—�.._._..._...._ _.__......... .--- ---�------.....—�-----------�--� ----��— � ---- --!--- -�-�-----�---�-�-;----�--...._, xKitsap ;Power Equipment Operators- ;Shovel, Excavator, Backhoes, i $56.44� 7A I 3C � 8P � � �Under�round Sewer �t Water !Tractors: 15 To 30 Metric Tons ; ' ' ' �- �._____.._._._...�._.____._._.._ ..Y�_. _��.._____1.._ ____.... .�.______ _____ � ..�.._.J�.._._..._.._..____!.._._..__4 �Kitsap ;Power Equipment Operators- ;Shovel, Excavator, Backhoes: ; $57.51 i��7A i 3C i 8P ' � �Undereround Sewer tt Water !Over 50 Metric Tons To 90 i � � ; �' � ' � �Metric Tons I ; i ; 3 � , , �___ ,____V__ __._._�___.�__._.�........_ .._..___ ____� �.._______ .�...�.._�._._... :___ _. i Kitsa 'Power E ui ment 0 erators-�;Shovel Excavator Backhoes: ; � � ! ' 8p �? , P i q P P , , $58.10' 7A 3C ; , � iUnder�round Sewer �t Water ;Over 90 Metric Tons ' � � ; p �� 'r-'--"---7--._.....-'- -'----...-'-'- --'-'--:.-......----'-----....._.- ..---'----j-'--- --.'�'--........_...--i-... .._ ......-'-="-----'f �Kitsap iPower Eauipment Operators- �Slipform Pavers ; $56.94; 7A ; 3C ` 8P � 7 �Underground Sewer �t Water ; ! ; j � _ _ i ._._�__ __��..._...�.___�._..Y_.__._______� ;,r 9 Kitsap^ i Power Equipment Operators- � �Spreader, Topsider £t , $56.94; 7A ! 3C 8P € �� ;- :Underground Sewer £t Water i5creedman � � 1 3 ...�_�_�________.� _._. ____.__��__..___.�____._...�.�_.__ T.. � � � .____._____� �Kitsa �Power Eauipment 0 erators- iSub rader Trimmer �� Y�� P , P � � ; $56.44f 7A ; 3C , 8P � � ;Undereround Sewer Ft Water j � ; ; i � " --,--- � ._��______. • • Kitsa� �Power E ui ment 0 erators- �Tower Bucket Elevators �� ! � k � P q P P � ; $56.00; 7A i 3C � 8P $ � iUndereround Sewer �t Water i ! ; wY�;� � X '� �Kitsa p :Power E quiQment O pera t o r s- � T w e r C r a n e U p T o 1 7 5' I n� ; $5 7.5 1� 7 A ; 3 C � i 8 P = _ �� UnderQround Sewer �t Water �Height Base To Boom i � ; � � �Kitsap ;Power Eauipment Operators- ;Tower Crane: over 175' ! $58.10� 7A � ��3C � ' 8P � '� ; ;Underground Sewer �t Water fthrough 250' in height, base to ; j ; i 3 ; N .I �boom � � ; � ; � �._._.._._...�.��.�..._. .___._� sKitsap ;Power Eauipment Operators-�Tower Cranes: over 250' in � $58.67j 7A � 3 8P � , � `Undereround Sewer £t Water �hei�ht from base to boom ' i ; � k �.---...--��-��---- --------- -......_ .........._..---- -._.._ .._...--��------.._..-�- • -�--.....__._ k i ; , , �-------...� . ....� °Kitsap ;Power Equipment Operators- �Transporters, All Track Or � $56.94t 7A ; 3C � 8P � � �� ;Undereround Sewer ft Water ��Truck Type W�� ; � " ' i �Kitsap 'Power Equipment Operators- ;Trenching Machines ; $56.00j 7A �� 3C � 8P � � �Under�round Sewer tt Water i ' � � ; � � � i i ; ; � �� a-___� t._____. �_..._.� t ____._ ` ._..__.. • ._—__--;------------- _ _.._ �Kitsap tPower Equipment Operators- ;Truck Crane Oiler/driver - 100 � $56.44; 7A i 3C�� 8P � � �Undereround Sewer £t Water ITons And Over i ! a �---- ;-�---�- ------ ------T.._..-- -.....--------- ;---......_....--i----�--�-�----..._.__�......__� , :Kitsap rPower Equipment Operators- �Truck Crane Oiler/driver ; $56.00; 7A � 3C I 8P ; � �U nderQ round Sewer �t Water :U nder 100 Tons � ; � ! � +"_'""_ _,_-.--..___��.._......._.T._.___ : _...-.-.�__._.. _..__..� ..�..._.Y I.r._-__._._.._..��._.-._..............._J�_..�.._..�.__"��---�.__.____. 4 �Kitsap ;Power Equipment Operators-�jTruck Mount Portable � $56.44; 7A ; 3C I 8P � �.. � :Under round Sewer �t Water � i ' ' �. ..----�---- - � �Conveyor ; , 5 .. . -�----�----.._...__.� .-� � - --a- -�-: �-----------------._......_.._....-�------�------�-�- ---.....__ i �-�--� --, i Kitsap ;Power Equipment Operators- �Welder � $56.94� 7A � 3C ! 8P � ; �Under�round Sewer �t Water ; ! i ; ; � � ', �_.____. �._..,__._._. ._. w..m._-.._..........__._._.�_.��_,...._.._._. .__�__-. ._......_.__,..l..r_..__..�...___...�1_............._...__._.4�._........�____....._�.__.� ;Kitsap (Power Equipment Operators- �Wheel Tractors, Farmall Type ! $53.57! 7A � 3C ; 8P � I � �UnderQround Sewer �t Water � i j + � � c_______ � ______ __�;_._..___..�_..._____�__�_______.._____...�__;---_._..._____k.__.__._______.�_______.__._....�...�..._�...� �� YKitsap ;Power Equipment Operators- �Yo Yo Pay Dozer I, $56.44; 7A 3C ; 8P : ; �Underqround Sewer £t Water � � � ; i ' _--...-----.....;-�-------- --�----�-----....----- ---�-�- ---�--..._ -----��--•----�--- ;.._..---� � -- pKitsap Truck Drivers ;Asphalt Mix Over 16 Yards (W. j $49.85; 5D ' 3A ' 8L � � ; ` ; ;WA-Joint Council 28) � � i ; ; � ;_..�_ _ ��...�_.__._.._.._ � .�______.�. ; __. _� .�__r__�_.._.� p Kitsap ;Truck Drivers IAsphalt Mix To 16 Yards (W. � $49.01 ! 5D ; 3A 8L � � � �WA-Joint Council 28) � � , ; ; : :�- -_..---...--- --.........----- -�----- � � � _..�.__.....-- ----�-- -----�---._....—�......._ ...._..----�--�—��--�—�---�----�----...._ �Kitsap ;Truck Drivers ;Dump Truck j $19.60' ' 1 � r � .�._.._;_ �..�. _______._._.._�___._. �________._._ .�..�..___..._._.. � __a__.. ____.___�..____________..; �Kitsap ;Truck Drivers ;Dump Truck And Trailer ! $19.60j = 1 ; � • -�---- -----�--... --�. -------�----�-- �------'---�---, ----�i- --i----�—�-= about:blank 12/13 ,� 2J9/2016 about:blank , V �Kitsap��Truck Drivers� � � �_,�Other Trucks � �� ;^ $18.37i ! 1 �� -- , , ' --._.____. �._ � �Kitsap ;Truck Drivers �TransitMixer ° $20.79� ;� _ � �, . ' ,. �- ..�.T y,� .� �, �-__..._..�A,�.—..�_,�,�,�F:�----...�..F��.=_--�-...�:.�-,l.y=.�,a�._---=-...�.�.__�.—.._��.»�_—��. s. __��-__ . ___ _ _ _ ,� --.� � ;� ,�, .�. � � � � ��. .. �' . , � ',4 � i� �' � � � � I � about:blank 13/13 � Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 �******************************�**�****�************************************�***�*************************** Overtime Codes � Overtime calculations are based on the hourly rate actually paid to the worker. On public works projects,the hourly rate must be not less than the prevailing rate of wage minus the hourly rate of the cost of fringe benefits actually provided for the w�orker. �; I. ALL HOURS WORKED fN EXCESS OF EIGHT (8) HUURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID .AT ONE AND ONE-HALF TIMES THE HOURLY RA'TE OF WAGE. B. All hours �vorked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked � on Sundays and holidays shall be paid at double the hourly rate of wage. C. The first two (2) hours after eight(8) regular hours Monday through Friday and the tirst ten (10) hours on Saturday �. shall be paid at one and one-half times the hourly rate of wage. All other overtime hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. D. The first two(2)hours before or after a five-eight(8) hour workweek day or a four-ten (10) hour workweek day and � the first eight(8)hours�ti�orked the next day after either workweek shall be paid at one and one-half times the hourly rate of wage. All additional hours worked and all worked on Sundays and holidays shall be paid at double the hourly rate of wage. � � E. The first two(:)hours after eight(8) reeular hours Monday through Friday and the first eight(8)hours on Saturday shall be paid at one and one-half times the hourly rate of�vage. All other hours worked Monday through Saturday, ' and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. F. The first two (2) hours after eight(8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All other overtime hours worked,except Labor Day, , shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. G. The first ten (10) hours worked on Saturdays and the first ten (I 0) hours worked on a fifth calendar weekday in a �. four-ten hour schedule, shall be paid at one and one-half times the hourly rate of�vage. All hours worked in excess of ten (10) hours per day Monday through Saturday and all hours worked on Sundays and holidays shall be paid at � double the hourly rate of wage. H. All hours «orked on Saturdays (except makeup days if work is lost due to inclement weather conditions or equipment breakdown) shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (13j hours and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. I. All hours worked on Sundays and holidays shall also be paid at double the hourly rate of wage. MJ. The first two(2) hours after eight(8) regular hours Monday through Friday and the first ten (10) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over ten (10) hours Monday through Saturday, Sundays and holidays shall be paid at double the hourly rate of wage. � K. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of�vage. All hours worked on holidays shall be paid at double the hourly rate of wage. � M. All hours �vorked on Saturdays (except makeup days if work is lost due to inclement weather conditions) shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. � turda s exce t rnakeu da s shall be aid at one and one-half times the hourl rate of N. All hours worked on Sa y ( p p y ) p y wage. All hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. � 1 �. Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 � Overtime Codes Continued I. O. The first ten (10) hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on Sundays, holidays and after twelve(12) hours, Monday through Friday and after ten (10) hours on Saturday shall be paid at double the hourly rate of wage. P. All hours worked on Saturdays(except makeup days if circumstances warrant)and Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. ,� Q. The first two (2) hours after eight (8) regular hours Monday through Friday and up to ten (10) hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked in excess of ten (10) � hours per day Monday through Saturday and all hours worked on Sundays and holidays(.except Christmas day)shall be paid at double the hourly rate of wage. All hours worked on Christmas day shall be paid at two and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays shall be paid at two times the hourly rate of wage. ',�. S. The first two(?) hours after eight(8) regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked on holidays and all other � overtime hours worked, except Labor Day, shall be paid at double the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked on � Sundays and holidays (ercept Labor Dayj shall be paid at two times the hourly rate of wage. All hours worked on Labor Day shall be paid at three times the hourly rate of wage. V. All hours worked on Sundays and holidays (except Thanksgiving Day and Christmas day) shall be paid at one and , one-half times the hourly rate of wage. All hours �aorked on Thanksgiving Day and Christmas day shall be paid at double the hourly rate of wage. W. All hours worked on Saturdays and Sundays (except make-up days due to conditions beyond the control of the O employer)) shall be paid at one and one-half times the hourly rate of wage. All hours �vorked on holidays shall be paid at double the hourly rate of wage. X. The first four (4) hours after eight (8) regular hours Monday through Friday and the first twelve (12) hours on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours worked over twelve (12) hours Monday through Saturday, Sundays and holidays shafl be paid at double the hourly rate of wage. When holiday falls � on Saturday or Sunday,the day before Saturday. Friday, and the day at�er Sunday, Monday, shall be considered the holiday and all work performed shall be paid at double the hourly rate of wage. Y. All hours worked outside the hours of 5:00 am and 5:00 pm (or such other hours as may be agreed upon by any �' employer and the employee)and all hours worked in eacess of eight(8)hours per day(10 hours per day for a 4 x 10 workweek) and on Saturdays and holidays(except labor day) shall be paid at one and one-half times the hourly rate of wage. (except for employees who are absent from work without prior approval on a scheduled workday during the workweek shall be paid at the straight-time rate until they have worked 8 hours in a day (10 in a 4 x 10 , workweek) or 40 hours during that workweek.) All hours worked Monday through Saturday over t��•elve(13) hours and all hours worked on Sundays and Labor Day shall be paid at double the hourly rate of wage. Z. All hours worked on Saturdays and Sundays shall be paid at one and one-half times the hourly rate of wa e. All � � hours worked on holidays shall be paid the straight time rate of pay in addition to holiday pay. 2. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY 40) HOURS PER WEEK SHALL � ( BE PAID AT ONE AND ONE-HALF T'IMES THE HOURLY RATE OF WAGE. B. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. `It C. 'All hours worked on Sundays shall be paid at one and one-half times the hourly rate of wage. All hours worked on � holidays shall be paid at two times the hourly rate of wage. 2 d � Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 �, Overtime Codes Continued 2. F. The first eight(8)hours worked on holidays shall be paid at the straight hourly rate of wage in addition to the holiday pay. All hours worked in excess ofeight(S) hours on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Sunday shall be paid at two times the hourly rate of�vage. All hours worked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. H. All hours worked on Sunday shall be paid at two times the hourly rate of wage. All hours worked on holidays shall be paid at one and one-half times the hourly rate of wage. � O. All hours worked on Sundays and holidays shall be paid at one and one-half times the hourly rate of wage. R. All hours worked on Sundays and holidays and all hours worked over sixty(60) in one week shall be paid at double the hourly rate of wage. � U. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked over 12 hours in a day or on Sundays and holidays shall be paid at double the hourly rate of wage. W. The first two (2)hours after eight(8) regular hours Monday through Friday and the first eight(8) hours on Saturday � shall be paid at one and one-half times the hourly rate of�vage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour weekly schedule,either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of�vage. The first eight(8) hours worked on the tifth day shall be paid at one �' �� and one-half times the hourly rate of wage. All other hours worked on the fiit�h, sixth, and seventh days and on holidays shall be paid at double the hourly rate of wage. �. 3. ALL HOIJRS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ' � A. Work performed in etcess of eight(8) hours of straight time per day,or ten (10)hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday through Friday, or outside the normal shift, and all work on Saturdays shall be paid at time and one-half the straight time rate. Hours ' w�orked over twelve hours (13) in a single shift and all �vork performed after 6:00 pm Saturday to 6:00 am Monday �, and holidays shall be paid at double the straight time rate of pay. Any shift starting between the hours of 6:00 pm and midnight shall receive an additional one dollar ($1.00) per hour for all hours worked that shift. The employer shall have the sole discretion to assign overtime work to employees. Primary consideration for overtime work shall � be given to employees regularly assigned to the work to be performed on overtime situations. After an employee has �vorked eight (8) hours at an applicable overtime rate, all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(8)hours or more. C. Work performed in excess of eight(8)hours of straight time per day,or ten (10) hours of straight time per day when four ten (10) hour shifts are established, or forty (40) hours of straight time per week, Monday� through Friday, or outside the normal shift, and all work on Saturdays shall be paid at one and one-half times the hourly rate of wage. All work performed after 6:00 pm Saturday to 5:00 am Monday and Holidays shall be paid at double the hourly rate of wage. After an employee has worked eight(8) hours at an applicable overtime rate,all additional hours shall be at the applicable overtime rate until such time as the employee has had a break of eight(R)hours or more. � D. All hours worked between the hours of 6:00 pm and �:00 am, Monday through Saturday, shall be paid at a premium rate of 15% over the hourly rate of wage. All other hours �vorked after 6:00 am on Saturdays, shall be paid at one and one-half times the hourly rate of wage. All hours worhed on Sundays and holidays shall be paid at double the hourly rate of wage. E. All hours worked Sundays and holidays shall be paid at double the hourly rate of�vage. Each week,once 40 hours of straight time work is achieved,then any hours worked over 10 hours per day Monday through Saturday shall be paid � at double the hourly wage rate. 3 � Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 �� Overtime Codes Continued � 3. F. All hours worked on Saturday shall be paid at one and one-half times the hourly rate of wage. All hours �vorked on Sunday shall be paid at two times the hourly rate of wage. All hours �vorked on paid holidays shall be paid at two and one-half times the hourly rate of wage including holiday pay. � H. All work performed on Sundays between March 16th and October 14th and all Holidays shall be compensated for at t�vo (2) times the regular rate of pay. Work performed on Sundays between October 15th and March 15th shall be � compensated at one and one half(1-1/2)times the regular rate of pay. I. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. In the event the job is � down due to weather conditions during a five day work week(Monday through Friday,)or a four day-ten hour work week(Tuesday through Friday,) then Saturday may be worked as a voluntary make-up day at the straight time rate. However, Saturday shall not be utilized as a make-up day when a holiday falls on Friday. All hours worked Monday through Saturday over twelve (13) hours and all hours worked on Sundays and holidays shall be paid at double the � hourly rate of wage. 4. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL � BE PAID AT ONF.. AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. A. All hours worked in excess of eight(8) hours per day or forty(40)hours per week shall be paid at double the hourly � rate of wage. All hours worked on Saturdays, Sundays and holidays shall be paid at double the hourly rate of�vage. B. All hours worked over twelve(12)hours per day and all hours worked on holidays shall be paid at double the hourly rate of wage. C. On Monday through Friday, the first four (4) hours of overtime after eight(8) hours of straight time work shall be paid at one and one half(1-1/2)times the straight time rate of pay, unless a four(4)day ten(]0) hour workweek has been established. On a four (4) day ten (10) hour work�veek scheduled Monday through Thursday, or Tuesday � through Friday, the first t�vo(2) hours of overtime after ten (10)hours of straight time work shall be paid at one and one half(1-I/2) times the straight time rate of pay. On Saturday, the first twelve (12) hours of work shall be paid at one and one half(I-I/2)times the straight time rate of pay,except that if the job is down on Monday through Friday � due to weather conditions or other conditions outside the control of the employer, the first ten (10) hours on Saturday may be worked at the straight time rate of pay. All hours worked over twelve (12) hours in a day and all hours worked on Sunday and Holidays shall be paid at t�vo(2)times the straight time rate of pay. � D. All hours worked in excess of eight(8)hours per day or forty(40j hours per week shall be paid at double the hourly rate of wage. All hours worked on Saturday, Sundays and holidays shall be paid at double the hourly rate of pay. Rates include all members of the assigned crew. � EXCEPTION: On all multipole structures and steel transmission lines, switching stations, regulating, capacitor stations, generating plants, industrial plants, associated installations and substations, except those substations �vhose primary function is � to feed a distribution system, will be paid overtime under the following rates: The first two (2) hours after eight(8) regular hours Monday through Friday of overtime on a regular workday, shall ' be paid at one and one-half times the hourly rate of�vage. All hours in excess of ten (10) hours will be at two (2) times the hourly rate of wage. The first eight(8)hours worked on Saturday will be paid at one and one-ha(f(1-1/2) times the hourly rate of wage. All hours worked in eacess of eight (8) hours on Saturday, and all hours worked on Sundays and holidays will be at the double the hourly rate of wage. � All overtime eligible hours performed on the above described work that is energized, shall be paid at the double the hourly rate of wage. � � � 4 � � Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 Overtime Codes Continued � � 4. E. T'he first two(2) hours after eight(8) regular hours Monday through Friday and the first eight(8) hours on Saturday shall be paid at one and one-half times the hourly rate of�vage. All other hours worked Monday through Saturday, and all hours worked on Sundays and holidays shall be paid at double the hourly rate of wage. On a four-day, ten-hour �veekly schedule, either Monday thru Thursday or Tuesday thru Friday schedule, all hours worked after ten shall be paid at double the hourly rate of wage. The Monday or Friday not utilized in the normal �' four-day,ten hour work week,and Saturday shall be paid at one and one half(1%)times the regular shift rate for the first eight (8) hours. All other hours worked Monday through Saturday, and all hours worked on Sundays and hofidays shall be paid at double the hourly rate of wage. � F. All hours worked between the hours of 6:00 pm and 6:00 am, Monday through Saturday, shall be paid at a premium rate of 20°/n over the hourly rate of wage. All hours worked on Sundays shall be paid at one and one-half times the � hourly rate of wage. All hours worked on holidays shall be paid at double the hourly rate of wage. G. All hours worked on Saturdays shall be paid at one and one-half times the hourly rate of wage. All hours worked Monday through Saturday over twelve (12) hours and all hours ��orked on Sundays and holidays shall be paid at � double the hourly rate of wage. Holidav Codes 5. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day,and Christmas Day(7). .,, � Holida s: Ne�v Year's Da , Memorial Da Inde endence Da , Labor Da , Thanks ivin Da , Frida after B. y Y. Y> p Y Y � � Y Y Thanksgiving Day,the day before Christinas,and Christmas Day(8). �� ;, ,: �• C. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, • - the Friday after Thankseiving Day,And Christmas Day(8). •' �; �. D. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and "' Saturday after Thanksgiving Day, And Christmas Day(8). ., H. Holidays: New Year's Day, Memorial Day, Independence Day,Thanksgiving Day,the Day after Thanksgiving Day, ��` And Christmas(6). � 1. Holidays: Ne�v Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (�). ' , J. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, Friday after Thanksgiving Day, � Christmas Eve Day,And Christmas Day(7). K. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, � Friday After Thanksgiving Day,The Day Before Christmas,And Christmas Day(9). L. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after Thanksgiving Day, And Christmas Day(8). M N. Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day,The Friday After Thanksgiving Day,And Christmas Day(9). � P. Holida s: New Year's Da . Memorial Dav Inde endence Da , Labor Da , Thanks iving Day, Friday And Saturday Y Y. , P Y Y b After Thanksgiving Day, The Day Before Christmas, And Christmas Day (9). If A Holiday Falls On Sunday, The Following Monday Shall Be Considered As A Holiday. j 5 � Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 � Holidav Codes Continued � 5. Q. Paid Holidays: New Year's Day, Memorial Day, lndependence Day, Labor Day, Thanksgivine Day, and Christmas Day(6). R. Paid Holidays: New Year's Day, Memorial Da , Inde endence Da , Labor Da , Thanks*ivin Da Da After � Y P Y Y � � Y, Y Thanksgiving Day,One-Half Day Before Christmas Day, And Christmas Day. (7 1/2). � S. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving , Day, And Christmas Day(7). T. Paid Holidays: New Year's Day, Washington's Birthday, Memorial Day, Independence Day, Labor Day, � Thanksgiving Day, The Friday After Thanksgiving Day, Christmas Day, And The Day Before Or After Christmas � (y)• Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, the � Friday after Thanksgiving Day, And Christmas Day(8). � Holidav Codes Continued .; 6. A. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Thanksgiving � Day,the Friday after Thanksgiving Day,And Christmas Day(8). E. Paid Holidays: Ne«� Year's Day, Day Before Or After New Year's Day, Presidents Day, Memorial Day, �� Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and a Half-Day On Christmas Eve Day.(9 I/2). G. Paid Holidays: New Year's Day, Martin Luther King Jr. Day, Presidents' Day, Memorial Day, Independence Day, ,� Labor Day, Veterans' Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and Christmas Eve Day(1 1). H. Paid Holidays: New Year's Day, New Year's Eve Day, Memorial Day, Independence Day, Labor Day, � Thanksgiving Day, Friday After Thanksgiving Day, Christmas Day, The Day After Christmas, And A Floating Holiday(10). 1. Paid Holidays:New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday :� After Thanksgiving Day, And Christmas Day(7). T. Paid Holidays: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, 0 Thanksgiving Day, The Friday After Thanksgiving Day, The Last Working Day Before Christmas Day, And Christmas Day(9). Z. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after � Thanksgiving Day, And Christmas Day (7). If a holiday falls on Saturday, the preceding Friday shall be considered as the holiday. If a holiday falls on Sunday, the following Monday shall be considered as the - holiday. �. Holidav Codes Continued � 7. A. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and ;i Saturday after Thanksgiving Day, And Christmas Day (8). Any Holiday Which Falls On A Sunday Shall Be Observed As A Holiday On The Following Monday. [fany ofthe listed holidays falls on a Saturday,the preceding ;� Friday shall be a regular work day. ' 6 q �' Benefit Code Key- Effective 9/2/2015 thru 3/1/2016 Holidav Codes Continued � 7. B. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day,And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as � a holiday on the following Monday. Any holiday �vhich falls on a Saturday shall be observed as a holiday on the preceding Friday. � C. Holidays: New Year's Day, Martin Luther King Jr. Day, Memorial Day, lndependence Day, Labor Day. Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be � observed as a holiday on the preceding Friday. D. Paid Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day (8). Unpaid Holidays: President's Day. Any paid holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any paid holiday which �, falls on a Saturday shall be observed as a holiday on the preceding Friday. ' E. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thankseiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Fridav. ', F. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, the last worhing day before Christmas day and Christmas day(8). Any holiday �vhich falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday �vhich falls on a Saturday shall be � observed as a holiday on the preceding Friday. G. Holidays: New Year's Day, Memorial Day, lndependence Day, Labor Day, Thanksgiving Day, and Christmas Day.. (6). Any holiday�vhich falls on a Sunday shall be observed as a holiday on the following Monday. � . ,.� H. Holidays: New Year's Day, Martin Luther King Jr. Day, Independence Day, Memorial Day, Labor Day; Thanksgiving Day, the Friday after Thanksgiving Day, the Last Working Day before Christmas Day and Christmas. Day(9). Any holiday�vhich falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday �vhich falls on a Saturday shall be observed as a holiday on the preceding Friday. 1. Holidays: New Year's Day, President's Day, Independence Day, Memorial Day, Labor Day,Thanksgiving Day, The Friday After Thanksgiving Day, The Day Before Christmas Day And Christmas Day (9). Any holiday which falls � on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. � J. Holidays: New Year's Day, Independence Day, Memorial Day, Labor Day, Thanksgiving Day and Christmas Day (6). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. ,� K. Holidays: New Year's Day, Memorial Day, Independence Day, Thanksgiving Day, the Friday and Saturday after Thanksgiving Day, And Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding � Friday. L. Holidays: New Year's Day, Memorial Day, Labor Day, Independence Day, Thanksgiving Day, the Last Work Day � before Christmas Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the follo�ving Monday. Any holiday which falls on a Saturda}' shall be observed as a holiday on the preceding Friday. �, M. Paid Holidays: New Year's Day, The Day after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day,Thanksgiving Day,the Friday after Thanksgiving Day, Christmas Day, And the Day after or before Christmas Day (10). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. � 7 r Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 � Holidav Codes Continued � 7. N. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. When Christmas falls on a Saturday,the preceding Friday shall be observed as a holiday. � P. Holidays: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Friday after � Thanksgiving Day, And Christmas Day(7). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. Q. Holidays: New Year's Day, Memorial Day, lndependence Day, Labor Day, Thanksgiving Day, the Friday after , Thanksgiving Day,the Last Working Day before Christmas Day and Christmas Day(8). Any holiday which falls on a Sunday shall be observed as a holiday on the following Monday. If any of the listed holidays falls on a Saturday, ;� the preceding Friday shall be a regular work day. � '� R. Paid Holidays: New Year s Day, the clay after or before New Year's Day, President's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Day, and the day after or before Christmas Day (10). If any of the listed holidays fall on Saturday, the preceding Friday shall be � observed as the holiday. If any of the listed holidays falls on a Sunday, the day observed by the Nation shall be considered a holiday and compensated accordingly. - S. Paid Holidays: New Year's Day, Memoria{ Day, lndependence Day, Labor Day, Thanksgiving Day, Friday after � Thanksgiving Day,Christmas Day,the Day after Christmas,and A Floating Holiday(9). If any of the listed holidays falls on a Sunday,the day observed by the Nation shall be considered a holiday and compensated accordingly. T. Paid Holidays: New Year's Day, the Day after or before New Year's Day, President's Day, Memorial Day, � Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day,Christmas Day,and The Day ' after or before Christmas Day. (10). If any of the listed holidays falls on a Sunday, the day observed by the Nation � shall be considered a holiday and compensated accordingly. Any holiday which falls on a Saturday shall be observed as a holiday on the preceding Friday. Note Codes 8. A. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: � Over SU'To 100'-$2.00 per Foot for Each Foot Over 50 Feet Over I 00'To 150'-53.00 per Foot for Each Foot Over I 00 Feet Over 1�0'To 320'-$4.00 per Foot for Each Foot Over I 50 Feet �- Over 320'-$5.00 per Foot for Each Foot Over 220 Feet � C. In addition to the hourly wage and fringe benefits, the following depth premiums apply to depths of fifty feet or more: Over 50'To 100'-�1.00 per Foot for Each Foot Over 50 Feet � Over I 00'To 150'-�1.50 per Foot for Each Foot Over I 00 Feet Over 150'To 200'-$2.00 per Foot for Each Foot Over I 50 Feet Over 200'-Divers May Name Their Own Price � D. Workers working with supplied air on hazmat projects receive an additional �1.00 per hour. L. Workers on hazmat projects receive additional hourly premiums as follows -Level A: S0.75, Level B: �0.50, And � Level C: $0.25. � I M. Workers on hazmat projects receive additional hourly premiums as follows: Levels A 8c B: $I.00, Levels C & D: � $0.50. Note Codes Continued , 8 � �1 Benefit Code Key—Effective 9/2/2015 thru 3/1/2016 � 8. N. Workers on hazmat projects receive additional hourly premiums as follows -Level A: $I.00, Level B: $0.75, Level C: $0.50.And Level D: $0.25. � P. VVorkers on hazmat projects receive additional hourly premiums as follows -Class A Suit: 52.00, Class B Suit: $1.50,Class C Suit: �1.00,And Class D Suit$0.50. � Q. The highest pressure registered on the gauge for an accumulated time of more than fifteen (15) minutes during the shift shall be used in determining the scale paid. R. Effective August 31, 2012 — A Traffic Control Supervisor shall be present on the project whenever flagging or � spotting or other traffic control labor is bein� utilized. A Traffic Control Laborer performs the setup, maintenance and removal of all temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traffic during construction operations. Flaggers and Spotters shall be posted where shown on � approved Traffic Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current _ flagging card issued by the State of Washington,Oregon, Montana,or ldaho.These classifications are only effective on or after August 31,2012. � S. Effective August 31, ?012 — A Traffic Control Supervisor shall be present on the project whenever flagging or spotting or other traffic control labor is being utilized. Fla�gers and Spotters shall be posted where shown on approved Traftic Control Plans or where directed by the Engineer. All tlaggers and spotters shall possess a current � flagging card issued by the State of Washington, Oregon, Montana,or ldaho. This classification is only effective on or after August 31,2012. T. Effective August 31, Z(.)12 — A Traffic Control Laborer performs the setup, maintenance and removal of all y � temporary traffic control devices and construction signs necessary to control vehicular, bicycle, and pedestrian traftic during construction operations. Flaggers and Spotters shalf be posted �vhere shown on appror•ed Tratific Control Plans or where directed by the Engineer. All flaggers and spotters shall possess a current flagging card issued by the State of Washington, Oregon, Montana, or ldaho. This classification is only effective on or after �� : August 3 I,2012. U. �Vorkers on hazmat projects receive additional hourly premiums as follows — Class A Suit: $2.00, Class B Suit: � $1.50, And Class C Suit: $I.00. Workers performing underground work receive an additional �0.40 per hour for any .• and all work performed underground, including operating, servicing and repairing of equipment. The premium for underground worh shall be paid for the entire shift worked. Workers who work suspended by a rope or cable receive an additional 50.50 per hour. The premium for work suspended shall be paid for the entire shit� worked. Workers �, who do "pioneer" work (break open a cut, build road, etc.) more than one hundred fifty (150) feet above grade elevation receive an additional �0.50 per hour. � ,� � �. �� 9 � � � � � � APPENDIX B � �, CONSTRUCTION FORMS AN D STAN DARD DETAI LS � 1 � 1 � 1 t � � �� , _ � � � � � ,� � �� ` � � � � � � � � CITY OF BREMERTON SHOP DRAWING SUBMITTAL Submittal No.: Date: Project: Resubmittal(Y/N). Contractor: ProjeCt No. Previous Submittal No.-- To Be Com leted by the Contractor To Be Completed b the City Specification No Make Amend Item P/C Para/Dwg Copies Exceptions Corrections and Rejected No. Reference Description of Item Sub'm Taken Noted Resubmit Resubmit (") P-Partial Submittal,C-Complete Submittal Contractor,initial by either(a)or(b),to certify the following: (a) We have verified that the material or equipment contained in this submittal meets all requirements specified or shown � (no exceptions) (b) We have verified that the material or equipment contained in this submittal meets all requirements specified or shown, � except for the followmg deviations(list deviations): Contractors Authorized Representative Review Remarks• Corrections or comments made relative to submittals during this review do not relieve the contractor from Very truly yours, compliance with the requirements of the drawings and specifications This check is only for review of City of Bremerton general conformance with the design concept of the pro�ect and general compliance with the mformation Dept.of Public Works and Utilities grven in the contract documents The contractor is responsible for confirming and correlating all quantities and dimensions;selecting fabncation processes and techniques of construction;coordinating his work with that of other trades,and performing his work in a safe and satisfactory manner ProjeCt Engineer � � ------ --- CITY OF BREMERTON � REQUEST FOR INFORMATION � ;. .'. Log No. (Unique, Chronological) � Project Title: Project No.: � Contractor: Contract Date: � (For Contractor's Use) Date: Subject: � Information Description: � � , Contractor's Authorized Signature: � � (For Owner's Use) Date: Subject: � Information Description: � � � Owner's Authorized Signature: � ' � Project Name � CITY OF BREMERTON Project#: WORK CHANGE DIRECTIVE (WCD) contractor: Notice to Proceed Date. � WCD #: Date: � YOU ARE DIRECTED TO PROCEED PROMPTLY WITH THE FOLLOWING CHANGE(S): ' � � � ATTACHMENT(S): ' If a claim is made that the above change(s) have affected Contract Price or Contract Times any claim for a Change Order is based thereon will involve one or more of the following methods of determining the effect of the change(s). The Change Order will be executed in accordance with Section 1-04.4 of the WSDOT Standard Specifications, or Article 10 of � the General Conditions. Method of determining change in Contract Price: Method of determining change in Contract Times: � ❑ Unit Price ❑ Contractor's Records ❑ Lump Sum ❑ Engineer's Records ` ❑ Time 8� Materials ❑ Other: ❑ Other: � Estimated increase (decrease) in Contract Price: Estimated increase (decrease) in Contract Times: � $ Substantial Completion: 0 days; If the change involves an increase, the estimated Ready for final payment: 0 days; , � amount is not to be exceeded without further If the change involves an increase, the estimated times authorization. are not to be exceeded without further authorization. RECOMMENDED: AUTHORIZED: � CONTRACTOR CITY OF BREMERTON � By: BY� � � PAGE 1 OF 1 � � � � � A ii � � � � � � s � � � � i City of Bremerton Engineering Division Daily Force Account Report Contractor: Project: Description of Work: Page of Project No.: Date: Labor Materials Employee S T O T Material Name Class. Hours Hours Descri tion Unit Quantit Subcontracts Subcontractor's Name& Desctri tion of Subcontracted Work Unit Quanti Equipment Eqwpment Working Standby Total Descri tion&ID No Hours Hours Hours Notes: Inspector's and Contractor's signatures are required. Refer to Section 1-09.6(1)for reporting requirements. Quantities Reported by: City of Bremerton Reviewed &Acknowledged: Contractor Revision 1 - 4/5/01 r � ACCEPTANCE OF COMPENSATION & RELEASE OF ALL CLAIMS � <Project Title> <City Project Number>-<City Construction Contract Number> � <CON"1�RACTOR>, hereby indicates agreement with, and acccptance of the final Contract Payment of <�000,000>, the total Contract Price of' <�000,000,000>, including Washington State sales and/or use taxes, and the tinal Contract Time of <NNN Days>, as full and fiinal compensation for all Work � performed in connection with Contract Number <City Construction Contract Nuirber>, and docs hereby release the City of Bremerton from all claims, liability, demands, damages and actions of any kind whatsoever,arisin�from performance of that Contract. � <CONI'RACTOR> � By: Date: � �I'itle: � Certificate of Notarv � Subscribed and sworn to before mc this day of � � i 1 1 r � � ' FOR PAVEMENT RESTORATION SEE � � CITY STANDARD SECTION 3000"PAVEMENT RESTORATION" � r � � � � � � � � � � � � � � � � 1 I ' 4 a .•\\ �\ \ ' � � \,�`. � /��\�� /� �' ��` ./ '\� :%/,�/'// '�jj,j '// ��/�� a a a a %/•/.!�'/i;��.'/�/%��j'�/ \� !\ / •i\\/ • \/.\'i i\��..\i� �� \.�� . \ I �''�ii�/i�i��'%��i < " • ��:�\/`.�j\;•i�\/��.�� 4�-0. � '��;�\�;��;\��\� ° v a �, a , \\\\ ��.� � � � : .:�\ �\.\\. ��. � �// �i, j,.%/,/•;/�i ir."i i / � � � � ��/ � � � � ��/ ��'� \�/�\� � a c . d , ,/�/\, i��/j�/�\,',:' /� ' `"�%i �%�\�:� ../ ..; \�\�� , ' ° ,'�� '�� . ` � � �/�/� � °G ��j 24'MIN CSTC UNLESS OTHERWISE APPROVED ' SELECT OR NATIVE TRENCH BY ENGINEER SEE NOTE 2 BACKFILL,COMPACT TO 95°/a OF ,j j�;j�, MAX.DENSITY IN RIGHT OF WAY. ��;��\�: (SEE NOTES 2 8�3) ��i'%;�%i� ��i��\�, � � �,/,.;;\i\ �\;,��/��. ri�/,�> � SEWER MAffd � � � � � , I I SEE CITY STANDARD SEWER PIPE ZONE DETAIL NO 8061 � A � I I � I � � e � � e � � , SEW�R TRENCH DETAIL ' N.T.S. NOTES: � li 1. REFER TO CITY STANDARD DETAILS 3151 -3155 FOR PAVEMENT RESTORATION REQUIREMENTS IN THE RIGHT OF WAY. � 2. TOP FOUR FEET WHERE SEWER MAIN RUNS PARALLEL TO THE TRAVELED LANE, USE 1" CRUSHED ROCK,UNLESS EXISTING MATERIAL IS DETERMINED BY THE ENGINEER TO BE SUITABLE FOR BACKFILL 1"CRUSHED ROCK WILL BE USED. 3. TRENCH BACKFILL BELOW TOP FOUR FEET SHALL BE NATIVE MATERIALS OR AS REQUIRED BY , THE SPECIFICATIONS. � � City of Bremerton 1 �' SEWER TRENCH DETAIL ��. Pu�uc woRKs 6060 � DESIGN/CONSTRUC770N STANDARDS �«+or ude drew�ng�a FxoMbned.ary�prwa�a en eroered dnawtrg �� 1e��. 01/30/12 � � 8" MIN PIPE OD 8" MIN (TYP) (TYP) � — — — — �� — — — — NOTE: 3/4 MINUS BACKFILL 1O CONCRETE PIPE SHALL BE � PIPE BEDDED TO SPRING LINE. PIPE OO PIPE SHALL BE BEDDED AND INSTALLED PER WSDOT � ZONE STANDARD SPECIFICATIONS SECTION 7-08. 6" � CONCRETE & DUCTILE PIPE - - - - - -}- - - - - - � 6 PIPE BEDDING " PIPE WHEN PIPE BEDDING IS � REQUIRED, REFERENCE WSDOT 9-03.12(3) PIPE PIPE BEDDING ZONE COMPACTION IN PIPE ZONE _ ' SHALL BE 90%OF MAXIMUM DENSITY. LOOSE LAYERS OF 6" OR LESS SHALL BE CAREFULLY � 6�� COMPACTED. BACKFILL SHALL BE BROUGHT UP SIMULTANEOUSLY ON EACH SIDE OF PIPE TO TOP OF PIPE FLEXIBLE PIPE ZONE. � - - - - - -}- - - - - - � 6�� PIPE 3000 PSI � CONCRETE PIPE ZONE � � 6" MIN CONCRETE ENCASEMENT � SEWER PIPE ZONE DETAILS NTS � City of Bremerton WER � SE �'' PIPE ZONE ' 6061 •�. PUBLIC WORKS Revision Date DESIGN/CONSTRUCTION STANDARDS Alteration of this dra�•eing is prohibited Any approval of an altered drawing � is unauthonzed and void 09/24/14 ' � � � � f APPENDIX C � � CONSTRUCTION DRAWINGS � � � 1 1 � � 1 1 � � ICAPITAL PROJECT#5384 C1 TY OF BREMERTOIV � DEPARTMENT OF PUBLIC WORKS AND 1 UTILIT ES � 2016 SEWER REHABI L I TA TION 1 � . _ _ __ , -__ __ . : . - _ .. . . ... , . . ._ _ . � :t _ _ . . _ __ _ . : .� _ _ __ . _ _ , . . . , . : .. .. _ , . _ . . . . _ . . ._ .:. :. . . . � C ' - . , ... ,. . . . . .:.. .... . ..... ;'. ,. ... . . ..... �. _... .. ....... , ; - �; _ . . , , . ._ . . . ......: , ,. A .. . .. • _ :.- ;::,�:� .. > . . . � . .. .... ._ . ... . ._ i. ' 1`±'='-�-�• - �. ....: . .... ...:... �-. ... .... . ... .. ._. . ' "- �� ' I . . ,. . ,. .._ . ..� �y,� .'___ .. . . .... . � : .. ..., _ . � ..,...._.,._.<..�:, ......._., � ;..: . . ' ' ' . . .:-.. , ,.,:....� ....� ..:..,...... 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EA EMENT SOUTH , �.;::...._, - � � ;_...._... • - - : , � - -�,i`�'!�'-' � - _ E VER SHEET �._; ,.. ..,..... . , ,,,"..:_.:.:.....� ,... . .x ., ,.. ...., - - - :-•.-....,..,..,::.,. - .. -.: .:_..,.. ,_:..._ , ,:,.:.,.. _. n. . :; . ,,..-.: .:. . ,. .:�..,.. .. .. .::�=.,...: . -.� . .. _._ ..._ ;.... . •..j-::=.':.:'.,._.,...,,.; ,�_t`�'_r.:.: : ...::.........:...:.. :::::�r:.,:..y,;.:-_.:.,.-.....<.;�,:,.;.-.r '.,-`'._.,..�.{::� �--_ .. ..: . ..,�....3' : � n..:_.-.�.:.�..�,.....:,.��, ..... :�_..�-sc� ' =i��3�.�'::::+ �!�,......_.:..:...::.._.':.:.,. :._...:� ..... �_:_: -:. , , ; .. �=r.:; �-'-_�::r;�:= ';:�=_; , �.;: - - �_. ,.... . - _-'.,�._,.,,.-.....� ._� ._, ��-� C2 KITSAP LAKE INTERCEPTOR 2: EASEMENTSOUTH OF W ; , � , , ; s - _ - — O WERNER RD :a.,. , ...�. -- . r A; - ,. ,._... : _ ,.. - , . ,,:;,.,. .. , :; _s„' :� .2. :_.. . .,_ . .... . . . .. . .. . . : .�. ., ...t .�•;:., .�• ....�i:_ ....-. ,... ... . .. .. .. .. .. ::,..,. .. .�, ' ' (i�;!;.!:.,�:.� . , .....y.,� ,<._... . ... .... . ,. .., � ...:- ..._ ,_,.i. ..,_, •. ,;. •:_,.L:.....r.;:,..:;,�'r�:-:.;.l•b: ..:::='_::Lf�"�tl!,,.':`�-'N'r.::,,,a�? __ •.._ v;-.._ > , ° ; •. <.,._ .. x � � �:...„� � .._ ,•=,:::i;="�:=,;�:_: ,'.,, . 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'`: i 5. THE CONTRACTOR SHALL BYPASS/DIVERT FLOW AS NEEDED TO PERFORM THE WORK. SEWER SERVICE OUTAGES � . ..._.�. ..:=:. � ..., .;,.,.,..... � > .,. _ :s, - 1,:. „; ,.r, - _„., ..... :. :... .:.::.�.,..:.._ .._.s`:a� ::�: :.•�.. �,�::<.� :. ..,....-:�.....� . , :.•-;,.... ..:�:;..:,..'.�., _>;;�i:i�!':.�.�::�.`''=,i:=:.;;.�;:�:`�`^�;�.._:,;_' .....,. .. .��.�.,.� , . . , -..':•.,�:..:., • �:_::_'.. ':.'. .r .,.,.� �, .:: .... :.. .....,:�..:..........::�:f.�:�;-��_:�.:!.4..::f_.i YY : .:t..,� �z::�._,.y -..._.. :::-;. ..;.. .., ...,._..... 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' f ' "". .. ........ ...... .._'_ _..___ __ '.. ....... ..._....... ..... ._ . ..._.... .. . ...... .. . . .. _..... . . ... ...._.. .._..___ ........ .. ...._.... ........ ..... .... . .. ... ...... ..� ._...._._. , ..... . . .._.... { . _._....., ..... , . —....... ... � .. .. . ... 4 . .. .. . ._..._ � s .�.,... . . a � I , � � . . i � � .... ._..._� ........ � : _...............�.... .... . : I WERNER ROAD � • 10" C I SSFM I ...... .. . .......... ....... .. .. . ... . _...... .. ._._ ...... . . ... __..... _.... ... .. __... _..... �--. . .--- .. . ..... .. ...-- . ' ' _.. � � ' ` . . .. � ... ._ . _... ......... .. ... . . ' _ .._. .---- � FLOW FROM PUMP STATfON ,._.__. .. ---.... ; � IQ-1(940GPM) -._ _........ 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STA43+36.9 ` RIM EL�378.56 � I ' IE(N)=373.56 � � �' IE(S)=373.36 ' � � i � SIOE SEWE'R FROM i i Z� �� EST.INTERMITTENT FLOW, BUSINESS PARK, ' i 1 a APPROXIMATELY 1 f00 GPM EST.FLOW<50 GPM , � ; � � I - FOR ALL PlPES TO BE.... !. . � � � LINED ON SHFETS C1 TO C3 m w � � ' �� p 30'EASEMENT � � � �� € I OVER PIPE(TYP) � � � Z '' MH#R21�005 , � W � � Z STA 38+59.7 M R21 0 I w � m V , RfM EL=362.76 STA 33+35.4 LOW PT ' , i � � •. �.. .... __ ..... ._...... _._ ... ..... _. ..... .._... ... . .. 'E M')=3��6 RH BEAL=340.32 ' I a �: , - ; i IE(E)=357. 6 70 'C(=333.82 d .... ..,.. . `. � M SE 332 62 ` I _ __.. _. , , - --- -.._ . ..... _. -- ....... ......... _ . . 12' C.bNC 194 LF -- - �. -- _.--- _... _.... � _ . � �Z° CONC gg - ... ... .. . ---.. _ .. .: ._... . _... ..... ._ ._. ... __... . _... . ..... .... _. .. _ . ..... .. . .. .- -.. _. - --- � ...... I �_."-. --- - _. _, _ _.. � - --�F-� _. ._._ _.._ -- --- __ _.. __. _._ _._ _._ _._ -- - - - - -- -. -- � : _ ;. -- - �-- .__ _ _ ; W � MH#R21�007 ----- .fLOyy'� --- -- _ 9 CI 524LFSIPNON f � ; STA41+43.3 - -- --- .._ -- --� - . _ _. . -- - --- - li ' RIM EL=379.21 MH A�R21�006 - -- -. .__ �-OW.� - - -- - -. - -- - - - _..._. -- STA 39+48.9 - --- -- .._. 8' C I B97 LF SIPHON - - -- --' - ' F- � � IE(N)=372.31 R1MEL=387.16 _ _ __ _. ..._ --- - - -- I _.. .._.- --- --- -- - - -.. .- -- ,.._ ._ _ FLOW -- - W IE(E)=371.91 IE(W)= 377.16 - - -.-. -... ; _ _... _... . _ - 0 IE(E)=376.78 -- -- - -- --- .-. .- � i d � _.—. ��JON y�� --- ----- ------ - --- — - —� � w �sto�'"9a,,��9 � _ REVISIONS o �rz• �• PROJECT No DESCRIPTION oA,� BY NUMBER CITY OF BREMERTON SHEET J � , •. , `�` , 5384 DEPARTMENT OF PUBLIC WORKS 8 UTILITIES 2016 SEWER REHABILITATION � � , c�,�tM 1INCH==f00FEET a ��,. -� u� ` �� ; �� : � ENGINEERING DIVISION KITSAP LAKE INTERCEPTOR 1 C'I U ��R��T��P'��2/ I SCALE DNqMIEG DATE:NBY y2��5 yyASN PEpY. 4�791 WASH PE#Y 30749 EASEMENT SOUTH OF WERNER RD Z OF �O � ��+�w � � HOR12 1'=100' DATUM NAVDBB �IPPIOtOCi-CBC'l:G �ATE' 01/2016 DATE 01I201fi � i— --. �-- ----- - -- — — ' ------ ' � ' � � , , , _..... ....: � ' : ' ......._... __.. -.... .. . --- . . ._... , ... ..._. ...... __ . . -.._ _ _........ .__.... _. __.. ..._.... . .. .. ....._. --_ . ...... _._ . _.._ .....-- --� � , . .. ... . .. . .. ; ; ; _. ... _. . , , ; , , � � .. ._.. . _;_ . . _. _ . .. __. _...... .. . . --. _ ._.... �. . _. ._.. .. _. . _ _._. WERNER ROAD ... . . . . : i . � � . ( i Kitsap Lake Interceptor 2: Werner Road to Union Avenue (2 of 3) � ` i � ; Up Stream Down Stream Diameter Estimated Estimated # of -�-- - .;' , , � � , . � Material ' ...... _.._.. :._.,....._ Manhole # Manhole # (inches) Length (feet) Side Sewers ' � � ; � R21-3003 R21-3002 12 Concrete 159 0 � l ' � � - ' ; ; ... . ' . . ; ! R21-3002 R21-3001 12 Concrete 341 0 � j � R21-3001 R21-3000 12 Concrete 342 0 , __ _... ; ! , ._.. _ i , ....... ._..... ..... .... ! i � I , _ __ __. _ _ F . , i , � ' ' i � _ . , i � _.. i � � , . ` ; , . ; ... ...... : , _. ... ... ... ; � N , ; � , � � i . : � � ._.. . , . . . .. _ ; . , _.. .. . � , � ; ' . .... _; . _.._ ; , SIDE SEWER FROM RESIDEIJTIAL i NEIGHBORHOOD. EST.FLOW I � ! <50 GPM NEICaHBORHOOD. EST.FLOW�L I , I ' ' _ .._ __.. ._. _. _ -. ---.. 50GPM , : , , i t ; , ; : � : • ....... ..._ . . . � . ' I ' ' ' i I � i . � � .. . _.... . . . . . , . . . . .. ,. ' i � , .. _ � f � ' .. ..... . .. . . _1 ' i , � .. .. S � ' f f; : 1 :.. .. ._ ... � . .. .._.. ._..... .. : : : : . . . ..._....�� F . : j � � ; ; - - -._. _ . • E57.1NTERMITTENT FLOW; ; ; ' � APPROXIMATELY 1700 GPM ! � FOR ALL PIPES TO BE , MH#R21�001 � ;.. I ; LINED ON SHEETS Ci TO C3 ` , i STA 19+38.6 m i i R/M EL=330.63 ' �� a � IE(YV)=320.53 � w , ' � __. ... . . . _.. . .. . !E(E)=3 , ; � .... ... .. .! .. _._ . . i .. .. . ....._ . . . _.... � : : 20:33 � - � __.. . _.. .. ... W __.. _. � ...... ._ .� ....... ... -. . ....._. , _._... _..... � 3 ' .._,.. _ ... . .... ... . _ ' — _._• W . _. . .... . . ._.. ... ._.. r- �- — --— -�-��-- ' � --- • � � N I I I a ' B" C I 897 LF SIPHON d 12' CONC 159 LF GRAVITY 12' CONC 341 LF 12' CONC 342 LF ! V � — FLOW � � -- -' FLOW� FLOW FLOW � Z' CONC 288LF � 1 � � ' �� FLO- yy� I W � �`1'6 MH#R21�ObO � MH#R21�003 MH#R21-3002 J�' SIDE SEWER FROM STA 15+97.d- -- --- — -- — --. _._ .._. u- Q PUMP STATION PP-1. RIM EL=321.73 � �, STA 24+3H.6 STA 22+79.5 � EST.FLOW 130 GPM fE(W)=314.23 , I RJM EL=341.85 RIM EL=340.70 O IE(W)=335.65 fE(W)=331.20 IE(E)=314.03 � IE(E)=335.45 IE(E)=331.00 n' L�. -- -- --- — --- -�----.—.. —..—_ � 1- ,�jd IOHN•� ' �1'1�0*� ` REVISIONS 0 12' 1' PROJECT W ,'+v�'~ � � NO DESCRIPTION DATE BY NUMBER CITY OF BREMERTON SHEET J "� _ ` 5384 DEPARTMENT OF PUBLIC WORKS 8 UTILITIES 2016 SEWER REHABILITATION � � Q ��I� ��i� ��;I�I� � ""�"--'°°�� ENGINEERING DIVISION KITSAP LAKE INTERCEPTOR 2 C2 � g DRAWING �RAWN9Y� MG DESIGNEDBY. WD CHECKEDBY NL EASEMENT SOUTH OF WERNER RD 3 OF �O U ��l ��'��7 �II I�{; � SCALE NAME DATE. 12�2015 WASH PE k 34791 WASH PE N 30749 �� //I�� HOR12 7"=100' DATUM NAVOBB CIPFiOteLt{BD:YG DATE: O7/2016 �ATE. Ot/2016 , � _ _ _ _ i -- i � . � � '._. . . .. ' � , . . ; ......r -..._.._ _.... _ _.._----- --'-� � .. .. . ._.. ..... . ....... � _.... .. ... . _.._. _. ...__. ....... .. .._.. . _.. _._.... . ._- . _.....� ..... .. _ ._...._ __.... .__ .. _......___..... --,.._ . � :. ..__..... ......... ' � I EST.lNTERMITTEM FLOW. _..._.._ .,........ . ... . ' _. ..... _..... .. __ ... � ...__ ..__.... 1 ' APPROXIMATELY 1100 GPM _...... .. ....... . I __..... _.. . ..__ . _.. _.�.._.. ._.._.. I � �ED ON SHEETS Ci TO C3 25'EASEMENT DO NOT C/PP L/NE 8"P/PE. REMO!/EAND � "z•�oN� 288 LF ,- -- __ - REPL.f7 CE 8"CONCRETE W/TH 12"PVC, ' � I LO _ , j MH#RZ1�000 -- - -�"��NC._. 368LF_ _ STA 15+97.0- --- - --- - - --- --- -- -- - --- - -- - ��C I ... -. -- i RIMEL=32i.73 � -- -- -- -- -... _.._ _._ FLOW► C-- ' IE(W)=314.23 , � MH#f221�030 _.' -.- -- -- -- -- -- ...._ .__ _. . � r � IE(E)=314.03 STA 13+09.3 --��jyl �� i R!M EL=325.95 i ; lE(VV)=311.95 MH#R2111029 MH#R21.3028 ZO'EASEMENT i lE(E)=311.75 STA 9+41.8 � STA 9+15.1 AI � RIM EL=312.98 RIM EL=313.76 I � I V ; !E(VV)=307.58 � IE(NV1�=306.96 j � � IE(E)=307.38 �i + IE(SE)=308.68 I , � �� i � ' � � ' I � MH#R21�4026 I i STA 4+70.3 , i � --_.. -_ _ _ - - _._ _ .-- - - --- - R/M EL=317.6 ' r � IE(W)=303.80 �w�, _ IE(SE)=303.50 � � ` � ' MH#R21�007 ( j i � � STA 7M2 • , � I i RIM EL=324.38 IE(N)=305.43 � �� , � IE(E)=305.33 � ; , Oy I i ' �, � � .�� MH#R21-4025 , Kitsap Lake Interceptor 3: Werner Road to Union Avenue (3 of 3) . SrAz+25.s � i '� RIM EL=312.30 ; ' � ,e�vvt�-zse.so J / ; Up Stream Down Stream Diameter Estimated Estimated # of �ErSE�=299.�a . � 35'EASEMENT � , ' Manhole # Manhole # (inches) Material Length (feet) Side Sewers , � � R21-3000 R21-4030 12 Concrete 288 0 �`� � � �� ` I i � R21-4030 R21-4029 12 Concrete 368 0 � �`, ' J : R21-4026 R21-4025 8 Concrete 245 0 • � 3 R21-4025 R21-4024 8 Concrete 226 0 � � � � �� . �• o , o\� aa � � � � • � � Q � _ � •. ,.. ..--- -- ' w � ; � � � � �'i S j ; w /�O ' MH#R21-4024 } � � �/� ' STA 0+00 a I �1 RIM EL=309.66 I U � IE(IVl1�=298.56 , � i �i�� fE(S)=298.36 v t ` � � : ,_.._..--- ---...__. � � , ; _. ._. ; i � H# � I j ; � � � i . _ ; , , � � : , � ,. .. - � ; ... .. , � � � � i 0 � i � � � ~ �1P� 1oH,y•� --- - - - -- ` �y �4 v��09G� REVISIONS 0 72' 1• PROJEGT {�ITY OF �REMER�O� � ��"h:` • �.. � No DESCRIPTION onre er NU 384R DEPARTMENT OF PUBLIC WORKS & UTILITIES 2016 SEWER REHABILITATION SHEET � � - . �� 71NCH==f00FEET ENGII�9EERING DIVISION KITSAP LAKE INTERCEPTOR 3 C3 Ci • DRAWING DRAWN BY. MG DESIGNED BY WD CHECKED BY NL Q �547vt / � ;,�t� ,�,.��r6 � SCALE NAME oA� ,tizo,s WASH PEiF 34791 WASH.PEk. 30749 EASEMENT SOUTH OF WERNER RD 4 OF 10 ��w� „� HOR12 1'=100' OATUM NAVO88 CiPPzataCt•CoOvaG DATE' 01/2016 DATE 01/201fi � i , - . --- ... _,._..._. ..__ _.. ._._ . _.... ._. . ._ -- — -- —--- ..... _ __ � , � ; , :. , .... ; ..., •-- ..._ �__. ` , _.._. .. � 094 � : ... _... ..._, ' � � Jones Street: Oyster Bay Avenue to Roosevelt Bivd. MN#R21�006 � I STA 0+00 R/M EL=147.90 Up Stream Down Stream Diameter , Estimated Estimated # of �E(N)=141.90 : : lE(E)=;141.40 S � Material IE(SWJ=141.80 . . ... __ _. _ _ ... . _ . . , Manhole # Manhole# (inches) Length (feetj Laterals � �- -- �- - FLO1N ' � � R21-401� R21-4009 8 Concrete 168 3 , � � � 'EST.INTERMfTTENT FLOW,; ! i APPROXIMATELY 1200 GPM! ' , ; R21-4009 R21-4008 8 Concrete 65 � FOR ALL PIPES TO BE , ' R21-4008 R21-4�07 8 Concrete 138 '� - ��NED ON THlS SHEF!' I � R21-4007 R21-4006 8 Concrete 351 4 � i � , � , . ... __ _. � ; ._.. __. ..... _._.. . ., � ', ; , � .i ��I � I � � F ; ;. .... ..... ; � .. _!... � � � ;` =u` a _. . _.._. _... ...... _...._ .. � _.. .. ...... � o , ! . , . . : I ` � .._. ... . _.. ' . _.. 5 � . . _ � � ` j __ .. _ . � , ' � , . - , , :. _ .. - --- .. ; , _.. . ... _ . _ . _ . , . ' , , . .. .__.. ... , � � ; . .._ __ _. . ,... . . _ . .. ' -- _. _ ._ . . . . _.: _ _. . � � ; Q . ! IDE SEWER FROM RESIDENTIAL 3� : -.. _... .._..., m I � .. ... .._ -- .... NE ORHOOD . � ' . � � : � 50 GPM �� EST. _.. ` � _.... ....__ ..... . IGHB FLOW ` N ' ._. _.. .... ' , ; j •- -- - . � � ' � i i - .. .. ` � i t . � , � , � � J . i . .. _. _ , ' `�.'� SH#R21-4007 � O , � . TA 3+51 1 , _... ... ......: W ; ; i � I � _. ; � s . .. ' �O �, ; p�U � IE'(NE)=148.48 .� ' .� -_._ ... i � .... . _...... .., .. .. . . .... _.'_. __ i � + � : ` _.. .... ... v 1 ( )=148.8 .._....._�... : : � � , : ,"� E S W 8 � � , � . _- - -. ..... � ' ; z ; J�v � � i; � _ � �� , .. '... ; �S � .. ._ MN#R2140 , _ .. ._. .._ � ` ! I' _ ... . 0� ; RIMEL�1638 ' i . ¢ � � . OO _ ... .... U � ' _ .17 S � 1. J � '� IE(NE)=152.37 ': ; � s ; ' ' ,: ' � _ ...... IE(SN�=152.77' ' i � IE(W)=153.27 ' r 1 � � -.. _ _ . " - ,._ _ ; : ; : ,; ; , � . ; . ; � . . - ''` � : :� �� i� t _ ! : �: i .... , ' MH#RZ��0�0 � ��. i -. .... ...... STA 7+21.2 � , ._.. .. . ; t� • RIM EL=166.21 MN#R21-4009 : , � fE(NE)=159.01 y STA 5+53.3 , .. ... I _, IE(SN�=159.41 J= � i R!M EL=163.56 . , ' _ � /*c _ _ .. _ !E(NE)=154.46 � I , � IE(SW)=154.86, I m i Q • ' ; ., � � ' �... ._ .. 8- -- , .. ..... , ' .. W ! I. � ; ; � ;� � 106'LF t � .. i � ; " PUG ' � . -- -- -- -_._. _ W . -. . Z W , . � . , VG plF . � I�i , � Fl. 2� ''• � , , g. p .. ..... .... ... � ! � - - �/ . � ' . � , .. . .. .._ ....._. � ; M # 1�013 ' F�O`r`� Q ; 5 � i � �� # � I � �,Wj I ; i ! _... . _.. .. __.. ...... rw- � ' . � ' i : ' , Oi1 , �♦ � � � : • � � � _._.. .. _ . . ' � . . . . � . .._ . '�� : i � ' � �V .._ ....., ._.: . ... .. � } W � � . . . . . .. J '_..[.... ... '� �� ' � , . _ ..� . . 1 12 � ' O� O . . _._. .... . ' i LL : : i � i i ;� : -- -�- --... � , __. . � . ` � ' ' � � ' U � � U - ; _.. _ . ._... _ . , . . _ _ __� ` � w . , - O i 3 I ..... . .,. ....' '� ; : � � � - , i: ; .... � �-.... ... . —.._ . . : . � � —'_""____ : ..,.. .._._... ... .. �„ N , -=------- , ~ ;��;o•�A��; REVISIONS o ,7 ,• PROJECT CITY OF BREMERTON LL i h� , a � � NO DESCRIPTION DATE fiV NUM9ER SHEET „ ��/� s3ea DEPARTMENT OF PUBLIC WORKS 8�UTILITIES 2016 SEWER REHABILITATION ¢ f� , � u� , � � ""�'--'�� JONES STREET C4 ; � ENGINEERING DIVISION ' � ♦ 2 � I SCALE DRAWING DRAVVN BY MG DESIGNED BY WD CHECKED BY NL V l, ��t �yy�, � NAME �ATE� 12l2075 WASH.PE# 34791 WASH PE# 30749 OYSTER BAY AVE TO COTTMAN AVE 5 OF 10 ��ti+^ �♦ HORIZ 1"=100' DATUM NAVD98 CIPP 2o�e C7-Ca OY+G DATE' 01/2016 OATE' Otl2016 � -----. _.._ -. _ _._._.... --- ...... ..__.... ............---�-- ----- -- – ._ --- ; ; ; _ � .. ; , � , , , ....._ .. . ... , _... ._... � ' � � ' : . . , , ' I I ' , � ' ....._ I ' � ; - ; ; , . ... .. . ;W Veldee Avenue: 24th Street to 26th Street .. . ._ _ . ... .� W : ; � , � : , � ; _ - ;� '� , Up Stream own Stream Diamete Material Estimated Estimated # of D r � � z � - � - ' �� ti Manhole # Manhole # (inches) Length (feet) Laterals ! ;� � I � ; 1 � ' � � � . . ...... . _.. . , ' � I I ' , ` ', ',, , '� � ; � . ' : : ` ; � 10 4029 R 10 4028 8 Concrete 320 11 � N R 10-4028 R 10 1027 8 Concrete 320 10 . _ -- , . . ... .. . • . ... - WYCOFF AVENUE R 10-1027 R 10-1026 8 Concrete 320 11 - , ' F�► � FLOW R10-1026 R10-1025 8 Concrete 320 10 . _.. __.._ , . . _ _. .. . : . _._ .. . _._. _ i , , ; , ;- _ _.._ ..._ . _ ._ ._ � : : � _. ... _ . _. __ .. _ . __ . . . � � � � ; : ,� ; . , . ,_.... _... ._. .. _ .. � Z . ' � . 1 , � ;o � j � , . � , i p I� . � E � , . 1 ' j � � � , r � � : .: � ' ; . � . . . . . � � � ... . ...: ' .__... .._ . .., . ... . ... . .. ........ .... . .. . . . ... . ..... . . . ..... . ... .. ..... ._. � . � . . ' • _..... _....._ ... � . . . ...... ..:.~,.. } 3 ' j I . ., i :' . ... . -.._ .... . . . .. _..... ._.. .. _ . . ....._ ...... . . . ..... ... .. , _., . . ... . ...... ... . . . .. . ... .. . ..... . .. : : � ..__ ..... .... . . . . ...... , . , . .. ... . . ...... .... ..... � : . . .... ._..... _r.. -� - ... . . . . i . . , ..._. ... ..._ � - .. ... ._...... _ . ' I . . . . . .. ... . _..... i ._.. . " -. .. ... U ; . � . . . .... .... .... . ' EST.FLOW<50 GPM � � ' : FOR ALL PIPES TO BE � ' i S i ' ' __ _... . ... . .... �._ _.. i r... z LINED ON THIS SHEET f ! � ; I . o ' ' . : � ; I ' . . i . � . . . i ; , ' , � � ..... • _. _. . . _ .... .. ' - -'.. . . .. . ..... . . ..... ... .. .. ..1 � � � , ' � ; ` . ..... � � . . : . 1 � : .. . .. ._. . : . : � -" -. - .. . ... . . ,. . i � • � VELDEE AVENUE � i ; ._.. .._ . ; ; ' : � .. . ............. e' CONC 320 LF � .. .... . 8' CONC 320 LF - � � ��FLOW _ � ; _.. ,.... . .. .._ FLOW FLOW C 32 t . . ..._. . ._ 8" CONC 320 LF �- 8" CON 0 LF � ; MH#R1af025 ' � - _ ��IOW - ` .. I :� .. _... _ _ _. ........ .... ... ...... ,-- - : ._ . _ � ; ; � _ �_ S ! I + z STA 0+00 � ; MH�R10-f026 ' ..... .. _ .. . .._ U ^ __ o , �t.rxxRraroz� LL1 RIM EL=77.52 j STA 3+19.B 1'1 IE(S)=70.12 RIM EL=81.56 ' ST/4 6+39.7 MH#R10-402B MH#R10•1029 `� , ; °� ; ' RIM EL=88.36 ' STA 9+59.9 , f � IE(Wj=70.22 IE(N}=73.86 � STA 12+79.7 ( � I IE(E)=7D.02 IE(SJ=74.06 � IE(S)_�B6 E'(N)�-91.04� RIM EL=120.27 ' i � IE(S)=91.24 �E(N)=107.27 � _ . . • _ _.... :. ...... � ' i i � i ' T , � . ..,. . � i � � � . _.. . .. . ... . , : � i � � `i � � ' ...... . . . ... _.. .. , . ... �_..' _" ........ ........ .. . ... ... .._. ..... ... .... ._..._ ....._... ... .. _.... . ..__ .... ...... _. .. .' ..... .._.. _... ... . , i � . ... . ... _ _ ... ..__.. �.,.��__ .... . _.. ... .. .' t � . , 5 ... t , � � ; � # � : : . � . . . � -� ...... ._. . ..._.. . ... .. ...... ... j , � . : . � : . . � � .. . ._�.�._ ... : � ' � i � ' ! , , , , , . — - _ ._. . 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REVISIONS o ,rz• r' PROJECT CITY OF BREMERTON SHEET � ;,��: �;�; n No OESCRIPTION oA� aY NUMBER 2016 SEWER REHABILITATION LL, � , -a n/\.J s3aa DEPARTMENT OF PUBLIC WORKS 8� UTILITIES Q I , 1 ;�/ �� . 1 INCH==100 FEET � ��, W �� ENGINEERING DIVISION VELDEE AVENUE C5 �' ♦ ♦ �� I,, SCALE DRAWING ORAWN BY MG DESIGNED BY: WD CHECKED BY NL ' ,��ea.i4��Z�� I�J � NAME DATE 17J2015 WASH.PE#- 34791 WASH PEk 30749 24TH STREET TO 26TH STREET B OF 'IO ,-,[— HORIZ 1"=100' DATUM NAVD88 �IFP2otaCl�cBDWG DATE. O1I2016 �ATE 01/2016 � ... ._,._ .......... . , � � � I �--.. ....... .. .._._. �— � `, . ... � . , �� I � , . . ........_.. . .._. .. ' . .._... . .. �! __ ; i : ; ( , . .. ..... _. ......_.. .... ........_.. _ � ... _. � , -- __... .._... , . .._. ._ _._ .. _.. i � . ...._.• ` : ; ' � ...... . ..... . ....... _........ ......_.� . ... '._.._ . __... .... ..... PARK AVENUE . . . " - . 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MH#R14-f048 ; I � I ; STA 13+30.8 � � ' , , , � ` RIM EL�9.01 � : i ; ' i , � � . � IE(N)=30.66 ' , ; i , a ; ; , IE(S)=30.56 ; EST.FLOW<50 GPM � ' ; � ' ; IE(W)=31.31 .._.. _.. � ' IE(E)=31.01 � ' � � � . ; � I ' , � , _ _,...... ..._. _._.... . ...... ^ NED. ...T H. .. E � _ .. ... . _..... ... ; ;FOR ALL PIPES TO BE . I i , � ; � , ' - - , I -..... • j . , � f . � _ - � ,: i : ; , I .....,. . : . . , , '. : . .. ._ . . ' , . . r : . � . � , . ill ON IS SH ET � � �I� MH/�R141055 . � _ __..... f � I � � ti I STA 6+84.9 i ` I ; ' I Elizabeth Avenue: 17th Street to 13th Street ! �` RIMEL=36.67 : : ; _ � _ :- � �-: _ .: .�z .. .... . ._ i ; ,E�v,=z�.n ; , , . o t3 � . IE(S)=27.62 ' , . � , i N _.... ; ; , . 4.._ , � ; lE(�=27.87. .,.._._ . � i � � jj Up Stream Down Stream Diameter Estimated Estimated # of �' � : , - ;; , , . 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' i � ' �1 1 ' ! � , i�I ' ' :W � ; � Ll1 = LLI , � i � : ;� ,.... ; ........... . . ... ...... ..... -- ._. _.... _.. ._.. ... . � , , i ; , ,.. _. . , � ' /�y . , ' ...! . ; i . � ' ; ` CO#R13-1057 .... .._. _.. _...... _. .. . . . . : , , ! ... � � ,� + STA 7+04.6 � `: ; MH#R1&1056 : � , . . . ..... , ..... .... .. , ... _ -....__. -- � - ... ... . , , j . � _.... � ' � '� RIM EL=96.21 ; � ; : STA 4+00.1 i MH#R13-4 , _` _ ._ �. � . I � IE(S)=85.21 RIM EL=72.38 , 014 � € i � � ;� 1 �� !E(NJ=6f.58 . STA 0+00 � � � R/M EL=48.40 � O !� � IE(S)=61.38 � � . I � i ' :!E(S)=37.30 W � � . .. ... � CO VENU � � �u � ; : . W . . , : : , ; ... ' . _. ' , . . ._. _ . �S , _ � TT A _._ E' _.. ,. f _. : I � _..... .. ._. , � .... ........ -- ..... ..... ... ` , . , � i � _... ,. " � ; S ' B" CONC 305 LF � -. ... .. .._ I S 8" CONC 4001.F � � - � , ' FLOW . FLOW ;. ' _ . ._ . ....., _, , ► � - --- i , _.. � i • ; _ --.. ..., _ , , . � ; ; : , , , ; . ;.. _ _. _._ .. 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'_ . . -....� . � � ...... _. ; ; ; � ".,.. � t � ' -, _ ' . .-.__ �_.._ _ __ ._._ . . ._._ ... �...._ __:.....-�.. Ii i � -- __ j i t } i ' � f ' � ' ' �� ; ; ' � -�� ;� Rosweil Easement: Rosweli Drive to Pearl Street ; � � �� i - - .- _ . . .__ W ; : . ; � ' ! i > � ...._ .__.._ .. ., � � Up Stream Down Stream Diameter Estimated Estimated # of ` ' Z � ; p � ; Manhole # Manhole# (inches) Material Length (feet) Side Sewers . �� J E � , , � f � ; � R02-1086 R02-1089 8 Concrete 138 1 ' ' � � � ; �---- - R02-1089 R02-10217 8 Concrete 298 2 , - .._. ., -� � � ;. �---' - ... , : ; � , ;. � ; - .. � ' � � -� - -�- ---- R02-10217 R02-10218 8 Concrete 296 0 � � - - � � i R02-10218 R02-4001 8 Concrete 163 2 � �i ' � �. � �. ; � � � - �- � - -. 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I ; � '. i ' i \� �l,i. ; IE(S)=266.90 �E(N)=264.29 ! � i ; i i � a � i _ i ,�_ ... - - � � 0 EASEMENT � � �-284.19 -._. .. ... .. _ ... ; , i : � ` ` , � _ _. ,_ ._ ... .. .. . . ... ... .. . _._. --- .. - - ' - - . ._ .. - - - ... ._ _ � ;' i � _ -- - . -' -- . _ _ : � : E ' Z . \ � � ; � , : ._ . , . ' /� - -- � . ; Ll.I ; � ; ---��-. ' $" 60N6.. 298 LF- �L � � - -_ _.. .- -- • ' - - -- ... .. ,_ . ' W i , , i ! � , : � � �- ... . .. .. : ! . - �- --�- - , i ... . . , -� �-� - � - .. ..: -- ; . _'. ._. '. . ._ ._. ._ .. . � . .. , _ : � �- _ . . , ' i � � . , . _. ._. , � ' ..._ _. .. . , , _ _ . . ; .._._. i � . . ( FLOW � S (/� I+ ' , _'_ - - - - - - - - ..� _ . -.... . , . , � , � � i � FLOW , ' � � : : ii ' ' Rl EN URST C7: - - - _ . _.. _. .. _ .. _. _. . . ' i ; . . ; , , � _ . .. : , , .. _ . . ; � . .. , -.-- V H ' � _. . � � . _. ._ � � ; t', r ± ! W r � � � � � ' � . 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UTILITIES 2016 SEWER REHABILITATION SHEET �, ' n � �, �iNCN==�oo�r ENGINEERING DIVISION � � � . x� � �i� � PEARL PLACE EASEMENT C9 ' � ;;�,� ,,% I�I I � SCALE DRAWING ORAWNBY �,� DESIGNEDBV WD CHECKEDBY: NL GILLETTE AVENUE TO PEARL PLACE 10 OF 10 � � NAME OATE 12/2015 WASH PE#: 34791 WASH.PE if: 30749 •�..�w�� HORI2 1'=100' DATUM NAVD9B CIPP20iECi{pDvtt; DATE 01l2016 DATE' Ot/2016 �....., CBPUM-1 OP ID: DM Ac c08/09 RO CERTIFICATE OF LIABILITY INSURANCE D /DD/VYYY) 08/09/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Phone: 509-525-4110 NAME: ACT Lloyd's, Inc. PO Box 1318 Fax: 509-525-4465 (a°,No,Eat): FAX No): Walla Walla,WA 99362-0303 ADDRESS: Elizabeth Boucher INSURER(S)AFFORDING COVERAGE ^ Al NAIC# INSURER A:Ohio Security Ins Co24082 INSURED Columbia Pumping& INSURER B:American Fire&Casualty IP G,) 24066 Construction, Inc. INSURER C:Ohio Casualty Insurance Co 24074 1005 S. Maitland Avenue Pasco, WA 99301 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF POLICY EXP (MM/DD/YYYY) (MM/DD/YYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ V 1,000,000 A X COMMERCIAL GENERAL LIABILITY BKS(17)55573386 08/25/2016 08/25/2017 DAMAGE TO RENTED PREMISES(Ea occurrence) $ 1,000,000 CLAIMS-MADE X OCCUR MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ i 1,000,000 GENERAL AGGREGATE _ $ -7 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 7-2,000,000 7 POLICY X PRO- JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT v, /1,000,000 (Ea accident) $ A X ANY AUTO BAA(17)55573386 08/25/2016 08/25/2017 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED — AUTOS AUTOS BODILY INJURY(Per accident)) $ X HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS (Per accident) X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ / 1,000,000 A EXCESS LIAB CLAIMS-MADE USO(17)55573386 08/25/2016 08/25/2017 AGGREGATE $ 1,000,000 DED X RETENTION$ 10000 $ WORKERS COMPENSATION WC STATU- 0TH- 17/ AND EMPLOYERS'LIABILITY YIN X TORY LIMITS ER V ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 o,--ICER/MEMBER EXCLUDED? N/A A (Mandatory in NH) BKS(17)55573386 08/25/2016 08/25/2017 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT I $ 1,000,000 Capital Specialty EV-20161037-01 04/22/2016 04/22/2017 Pollution Ins. Liability V 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) Certificate holder is listed as Additional Insured for project performed by the named insured. Job: 2016 Sewer Rehabilitation CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Bremerton THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City Hall 345 6th St AUTHORIZED REPRESENTATIVE Bremerton,WA 98337 Z. I / ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD