CITY OF TACOMA Department of Public Utilities - Water Division

CITY OF TACOMA Department of Public Utilities - Water Division ADDENDUM NO. 1 DATE: October 12, 2015 REVISIONS TO: Request for Bids Specification No. WD15-0133F Water Main Replacement Project No. MRP 2014-27, Shoshone Street West ET AL. NOTICE TO ALL BIDDERS: This addendum is issued to clarify, revise, add to or delete from, the original specification documents for the above project. This addendum, as integrated with the original specification documents, shall form the specification documents. The noted revisions shall take precedence over previously issued specification documents and shall become part of this contract. REVISIONS TO THE SUBMITTAL DEADLINE: The submittal deadline remains the same. REVISIONS TO THE SPECIFICATIONS: The Request for Bids page is deleted and replaced with the attached document titled REQUEST FOR BIDS-ADDENDUM 1 The following are additions and changes to the Request for bids, and are listed here to provide the bidder with information on the changes. On the Request for Bids page: PROJECT SCOPE Is revised to read: The work to be performed consists of furnishing all labor, tools and materials for constructing approximately 5020 linear feet of 8-inch, 6-inch and 4-inch water mains together with all necessary valves, specials, etc. all in accordance with these specifications and approved plans. The work is located in Alameda Avenue West from 44 th Street West to 42 nd Street West, 42 nd Street West from Alameda Avenue West to Alturus Street West, Kootnai Street West from Emerson Street to end of cul-de-sac south of 42 nd Street West, Shoshone Street West from Emerson Street to end of cul-de-sac south of 42 nd Street West, and Alturus Street West from end of cul-de-sac north of 42 nd Street West to end of cul-de-sac south of 42 nd Street West. All located in the SE ¼ - Sec 14 T.20N R.2E W.M., Pierce County, WA. On the Request for Bids page: Estimate: $785,000.00 plus applicable sales tax Form No. SPEC-220A Revised: 07/30/2015

Is revised to read: Estimate: $770,000.00 plus applicable sales tax The Specification Contents page is deleted and replaced with attached form titled SPECIFICATION CONTENTS ADDENDUM 1. Under Attachments, the reference to DWG 10-70-13, 2-pages has been deleted. Under Attachments, the reference to SU-03, SU-04, SU-05, and SU-05A 4 pages has been deleted. REVISIONS TO THE SPECIAL PROVISIONS: The section DESCRIPTION OF WORK that read: DESCRIPTION OF WORK (******) The work to be performed under these Specifications consists of furnishing all labor, tools and materials for constructing approximately 4836 lineal feet of 8-inch, and 4-inch water mains together with all necessary valves, specials, etc., all in accordance with these specifications and approved plans. Schedule A work is located in Alameda Avenue West from 44 th Street West to 42 nd Street West, 42 nd Street West from Alameda Avenue West to Alturus Street West, Kootnai Street West from Emerson Street to end of cul-de-sac south of 42 nd Street West, Shoshone Street West from Emerson Street to end of cul-de-sac south of 42 nd Street West, and Alturus Street West from end of cul-de-sac north of 42 nd Street West to end of cul-de-sac south of 42 nd Street West. All located in the SE ¼ - Sec 14 T.20N R.2E W.M., Pierce County WA. The second work site for Schedule B work, is to replace curbs and sidewalks at the intersection of South 64 th St and South Park Avenue, Tacoma WA. This project is the replacement of existing asbestos cement water main, in the identified area of the City of University Place, and sidewalk restoration in the City of Tacoma. All materials required and not listed herein, to be furnished by Tacoma Water, shall be furnished by the Contractor. END OF SECTION Is revised to read: DESCRIPTION OF WORK (******) The work to be performed under these Specifications consists of furnishing all labor, tools and materials for constructing approximately 4836 lineal feet of 8-inch, and 4-inch water mains together with all necessary valves, specials, etc., all in accordance with these specifications and approved plans. The work is located in Alameda Avenue West from 44 th Street West to 42 nd Street West, 42 nd Street West from Alameda Avenue West to Alturus Street West, Kootnai Street West from Emerson Street to end of cul-de-sac south of 42 nd Street West, Shoshone Street West from Emerson Street to end of cul-de-sac south of 42 nd Street West, and Form No. SPEC-220A Revised: 07/30/2015

Alturus Street West from end of cul-de-sac north of 42 nd Street West to end of cul-de-sac south of 42 nd Street West. All located in the SE ¼ - Sec 14 T.20N R.2E W.M., Pierce County WA. This project is the replacement of existing asbestos cement water main, in the identified area of the City of University Place and the City of Fircrest. All materials required and not listed herein, to be furnished by Tacoma Water, shall be furnished by the Contractor. END OF SECTION Section 1-07.6 Permits and Licenses that read: Before beginning and during all phases of work, the Contractor shall obtain and comply with all provisions of the Right of Way and Miscellaneous Trench permits as issued by the City of University Place, City of Tacoma and the City of Fircrest for this project. For reference in this project, the City of Fircrest has jurisdiction over Alameda Avenue West, the City of University Place has jurisdiction over 42 nd Street West, Kootnai Street West, Shoshone Street West, and Alturus Street West. A copy of the City of University Place Right of Way permit ROW15-0018 is attached to this specification. A copy of the City of Fircrest Street Work Permit #2015.0035.SW002 is attached to this specification. Contractor shall be responsible for obtaining a Miscellaneous Trench permit from the City of Tacoma for sidewalk restoration at South 64 th Street and South Park Avenue. A miscellaneous trench permit application for this project has been submitted to Building and Land Use Services by Tacoma Water. The permit will be issued to the Contractor following approval of the Contractor s traffic control plan. Fees for this permit will be paid by Tacoma Water. Traffic control plans shall be submitted to the City of University Place, City of Tacoma, and the City of Fircrest, for review and comment. When using the WSDOT Standard K Plans, the street names are to be listed on the plans with construction start date and intended working hours. Water used during construction can be obtained from an approved Tacoma Water fire hydrant. The Contractor will be billed for the water used and shall pay for a Hydrant Use Permit and make a deposit on the water meter. The Contractor shall contact the Water Permit Counter at (253) 502-8247, for information regarding water consumption fees, Hydrant Use Permit fees, meter deposits and approved Tacoma Water hydrant locations. Permit fees and deposits shall be paid prior to using an approved Tacoma Water hydrant. Is revised to read: Before beginning and during all phases of work, the Contractor shall obtain and comply with all provisions of the Right of Way permits as issued by the City of University Place, and the City of Fircrest for this project. For reference in this project, the City of Fircrest has jurisdiction over Alameda Avenue West and 44 th Street West, the City of University Place has jurisdiction over 42 nd Street West, Kootnai Street West, Shoshone Street West, and Alturus Street West. A copy of the City of University Place Right of Way permit ROW15-0018 is attached to this specification. Form No. SPEC-220A Revised: 07/30/2015

A copy of the City of Fircrest Street Work Permit #2015.0035.SW002 is attached to this specification. Traffic control plans shall be submitted to the City of University Place, and the City of Fircrest, for review and comment. When using the WSDOT Standard K Plans, the street names are to be listed on the plans with construction start date and intended working hours. Water used during construction can be obtained from an approved Tacoma Water fire hydrant. The Contractor will be billed for the water used and shall pay for a Hydrant Use Permit and make a deposit on the water meter. The Contractor shall contact the Water Permit Counter at (253) 502-8247, for information regarding water consumption fees, Hydrant Use Permit fees, meter deposits and approved Tacoma Water hydrant locations. Permit fees and deposits shall be paid prior to using an approved Tacoma Water hydrant. Section 1-10.2(1)A Traffic Control Management The first sentence is revised to read: Traffic control plans (TCP) shall be submitted to the City of University Place, and the City of Fircrest, for review and comment Section 8-04.1 Description that read: The curbs and gutters shall be constructed to match existing that was removed, and reconstructed to meet City of Tacoma Standards SU-03 when working within the City of Tacoma (S 64 th St and S Park Ave.). Is revised to read: The curbs and gutters shall be constructed to match existing that was removed. Section 8-14 is revised to read: 8-14 CEMENT CONCRETE SIDEWALKS 8-14.1 Description This section is supplemented with the following: The cement concrete sidewalks shall be constructed to match existing sidewalks that were removed during construction of water mains. REVISIONS TO THE PLANS: END OF SECTION Drawing number 10-70-13 sheets 1 and 2, are deleted from this specification. City of Tacoma Standard plans, SU-03, SU-04, SU-05, and SU-05A are deleted from this specification. REVISIONS TO THE PROPOSAL PAGES: The following are additions and changes to the proposal items, and are listed here to provide the bidder with information on the changes. The bidder will submit the revised proposal pages labeled BID PROPOSAL SPECIFICATION WD15-0133F - ADDENDUM 1 which incorporates these changes. Form No. SPEC-220A Revised: 07/30/2015

The following items have been revised in the proposal: The references to Schedule A and Schedule B have been removed. Bid item 47, the item description is revised to read Cement Concrete Sidewalk, (8-14). Bid Items 61 through 66 are deleted. NOTE: Acknowledge receipt of this addendum by initialing the corresponding space as indicated on the signature page. Vendors who have already submitted their bid/proposal may contact the Purchasing Division at 253-502-8468 and request return of their bid/proposal for acknowledgment and re-submittal. Or, a letter acknowledging receipt of this addendum may be submitted in an envelope marked Request for Bids Specification No. WD15-0133F Addendum No. 1. The City reserves the right to reject any and all bids, including, in certain circumstances, for failure to appropriately acknowledge this addendum. cc: Ryan Flynn PE - Tacoma Water Form No. SPEC-220A Revised: 07/30/2015

City of Tacoma Department of Public Utilities - Water Division REQUEST FOR BIDS -ADDENDUM 1 Specification No. WD15-0133F Water Main Replacement Project No. MRP 2014-27 Shoshone Street West ET AL. Submittal Deadline: 11:00 a.m., Pacific Time, Tuesday, October 20, 2015 Submittal Delivery: Sealed submittals will be received and time stamped at this location only: City of Tacoma Procurement and Payables Division Tacoma Public Utilities - Administration Building North, Main Floor 3628 South 35 th Street, Tacoma, WA 98409 Submittal Opening: Sealed submittals in response to a RFB will be opened by a Purchasing representative and read aloud during a public bid opening held in Conference Room M-1, located on the main floor in the same building. Submittals in response to an RFP or RFQ are recorded as received but are not typically opened and read aloud. After 1:00 p.m. the day of bid opening, the names of vendors submitting proposals are posted to the website for public viewing. Solicitation Documents: An electronic copy of the complete solicitation documents may be viewed and obtained by accessing the City of Tacoma Purchasing website at www.tacomapurchasing.org. Register for the Bid Holders List to receive notices of addenda, questions and answers and related updates. Click here to see a list of vendors registered for this solicitation. Pre-Proposal Meeting: A pre-proposal meeting will be held at 8:00 a.m. Pacific Time, Friday October 9, 2015, at Tacoma Public Utilities, 3628 South 35 th Street, Tacoma WA, conference room ABN-M1. The purpose of the pre-bid meeting is to answer questions about this solicitation and any special or technical requirements, as well as the City's SBE and LEAP goals. Project Scope: The work to be performed consists of furnishing all labor, tools and materials for constructing approximately 5020 linear feet of 8-inch, 6-inch and 4-inch water mains together with all necessary valves, specials, etc. all in accordance with these specifications and approved plans. The work is located in Alameda Avenue West from 44 th Street West to 42 nd Street West, 42 nd Street West from Alameda Avenue West to Alturus Street West, Kootnai Street West from Emerson Street to end of cul-de-sac south of 42 nd Street West, Shoshone Street West from Emerson Street to end of cul-de-sac south of 42 nd Street West, and Alturus Street West from end of cul-de-sac north of 42 nd Street West to end of cul-de-sac south of 42 nd Street West. All located in the SE ¼ - Sec 14 T.20N R.2E W.M., Pierce County, WA. Estimate: $770,000.00 plus applicable sales tax Additional Information: Requests for information regarding the specifications may be obtained by contacting Marie Holm, senior buyer, by email to marie.holm@cityoftacoma.org. Protest Policy: City of Tacoma protest policy, located at www.tacomapurchasing.org, specifies procedures for protests submitted prior to and after submittal deadline. Meeting sites are accessible to persons with disabilities. Reasonable accommodations for persons with disabilities can be arranged with 48 hours advance notice by calling 253-502-8468. Form No. SPEC-040C Revised: 02/09/2015

This Specification contains the following: SPECIFICATION CONTENTS ADDENDUM 1 1. Cover Sheet 2. Engineer Cover Sheet 3. Request for Bids 4. Specification Contents 5. Bidder's Check List 6. General Provisions 7. Bid Proposal Signature Page 8. Bid Proposal 9. Bid Bond 10. Performance Bond to the City of Tacoma 11. Insurance Certificate Requirements 12. Record of Prior Contracts (Construction Contracts) 13. Final Contract Verification Form 14. Subcontract Verification Form 15. General Release (Construction Contracts) 16. Sample Contract 17. Special Notice to Bidders Responsible Bidder Criteria 18. State Responsibility Information Form 19. SBE Goal Utilization Form 20. SBE Special Reminder to All Bidders 21. SBE Tacoma Municipal Code Chapter 1.07 22. SBE Utilization Form 23. SBE Prime Contractor s Pre-work Form 24. Local Employment and Apprenticeship Training Program (LEAP) Instructions and Goal Form 25. Prime Contractor LEAP Utilization Plan 26. Local Employment and Apprenticeship Training Regulations 27. State Amendments to the Standard Specifications 28. Special Provisions 29. Benefit Code Key and Prevailing Wage URL Links to the Washington State Department of Labor and Industries Attachments: MRP 2014-27 Drawings 15 Pages 17-56-1 Standard Detail 2 Pages Construction Stormwater General Permit #WAR 302786 62 pages City of University Place Right of Way Permit # ROW15-0018 2 pages City of Fircrest Street Work Permit #2015.0035.SW0002 1 page Pierce County standard drawing #3002 1 page Soil sample location map - 14 pages Soil sample lab report dated 3-31-15 8 pages Soil sample lab report dated 4-7-15 3 pages WD15-0133F ADDENDUM 1

BID PROPOSAL SPECIFICATION NO. WD15-0133F - ADDENDUM 1 Bidder ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL AMOUNT 1 Mobilization (1-09.7) 2 3 4 5 Project Temporary Traffic Control. (See Special Provisions) (1-10) Removal and disposal of existing pavement, sidewalks, curbs, and gutters includes all thicknesses & combinations, (2-02.3(3)) Planing Bituminous Pavement (5-04.3(14)) Temporary HMA Class ½ PG64-22, 2- inch minimum depth, installed & removed (5-04 & 9-03.8) 6,898 SY $ $ 1,253 SY $ $ 2,231 SY $ $ 6 HMA Cl ½, PG64-22 (5-04 & 9-03.8) 1,431 TN $ $ 7 Trench Excavation & Disposal (7-09.3(7)) 2,634 CY $ $ 8 Roadway Excavation Incl. Haul (2-03) 383 CY $ $ 9 Trench Shoring (7-09.3(7)) 5,019 LF $ $ 10 8-inch Ductile Iron Pipe, Push-On Joint, ANSI/AWWA, C151, Special Thickness Class No. 52, (7-09.3(15)A & 9-30.1(1)) 4,086 LF $ $ 11 6-inch Ductile Iron Pipe, Push-On Joint, ANSI/AWWA, C151, Special Thickness Class No. 52, (7-09.3(15)A & 9-30.1(1)) 122 LF $ $ 12 13 14 15 16 4-inch Ductile Iron Pipe, Push-On Joint, ANSI/AWWA, C151, Special Thickness Class No. 52, (7-09.3(15)A & 9-30.1(1)) Trench Compaction Test (as directed by the Inspector). (7-09.3(11)) Test Holes (See Special Provisions). (7-09.3(6)) Temporary Concrete Thrust Anchor, installed and removed. (7-09.3(21)) Concrete Thrust Anchor, installed. (7-09.3(21)) 811 LF $ $ 100 EA $ $ 4 EA $ $ 18 EA $ $ WD15-0133F - MRP 2014-27- ADDENDUM 1 1 of 4

BID PROPOSAL SPECIFICATION NO. WD15-0133F - ADDENDUM 1 Bidder ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL AMOUNT 17 Crushed Surfacing Top Course for trench backfill per Section 9-03.9(3) of the 2014 WSDOT Standard Specifications, shoulder restoration, and as directed by the Inspector. (9-03.9(3)) 4,087 TN $ $ 18 Crushed Surfacing Top Course (4-04) 517 TN $ $ 19 Topsoil Type A (8-02) 20 TN $ $ 20 21 22 23 24 25 26 27 28 29 30 31 32 8-inch Ductile Iron Cross, 4-B, M.J., installed. (7-09, & 9-30.2(1)) 8-inch Ductile Iron Tee, 3-B, M.J., installed. (7-09, & 9-30.2(1)) 8-inch x 6-inch Ductile Iron Tee, 3-B, M.J., installed. (7-09, & 9-30.2(1)) 8-inch x 6-inch Ductile Iron Reducer, 2-B, M.J. with concrete anchor, installed. (9-30.2(1)) 8-inch x 4-inch Ductile Iron Reducer, 2-B, M.J. with concrete anchor, installed. (9-30.2(1)) 8-inch Ductile Iron Ell, M.J., 45, installed. (7-09, & 9-30.2(1)) 6-inch Ductile Iron Ell, M.J., 45, installed. (7-09, & 9-30.2(1)) 6-inch Ductile Iron Ell, M.J., 11 1/4, installed. (7-09, & 9-30.2(1)) 4-inch Ductile Iron Ell, M.J., 45, installed. (7-09, & 9-30.2(1)) 4-inch Ductile Iron Cap, M.J., tapped 2, installed (7-09, & 9-30.2(1)) 8-inch Ductile Iron Cap, M.J., tapped 2, installed and removed (7-09, & 9-30.2(1)) 6-inch Ductile Iron Solid Sleeve(Long), M.J., installed (9-30.2(1)) 8-inch Ductile Iron Solid Sleeve(Long), M.J., installed (9-30.2(1)) 2 EA $ $ 9 EA $ $ 2 EA $ $ 5 EA $ $ 4 EA $ $ 2 EA $ $ 4 EA $ $ 2 EA $ $ WD15-0133F - MRP 2014-27- ADDENDUM 1 2 of 4

BID PROPOSAL SPECIFICATION NO. WD15-0133F - ADDENDUM 1 Bidder ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL AMOUNT 33 34 35 36 37 38 39 40 41 42 43 44 45 46 4-inch Transition Coupling with 7-inch center ring, epoxy coating, and stainless steel bolts, A.C. to D.I. (7-09 & 9-30.2(7)) 6-inch End Cap Coupling, tapped 2-inch, with 7-inch center ring, epoxy coating, and stainless steel bolts, (A.C.) (7-09 & 9-30.2(7)) 4-inch End Cap Coupling, tapped 2-inch, with 7-inch center ring, epoxy coating, and stainless steel bolts, (A.C.) (7-09 & 9-30.2(7)) 2-inch Blow-Off Assembly, installed (Dwg. 17-56-1) (7-09.3(22) Temporary 2-inch Blow-Off Assembly, installed & removed. (Dwg. 17-56-1) (7-09.3(22) 6-inch Mechanical Joint Restraining Glands, installed. (7-09 & 9-30.2(6)) 8-inch Tapping Gate Valve, M.J., ANSI/AWWA, C509/C515, with C.I. Valve Box. Installed (7-12 & 9.30.3) 8-inch Tapping Sleeve, installed (7-12 & 9-30.3(8)) 8-inch Gate Valve, M.J., ANSI/AWWA, C509/515, with C.I. Valve Box. installed (7-12 & 9.30.3) 6-inch Gate Valve, M.J., ANSI/AWWA, C509/515, with C.I. Valve Box. installed (7-12 & 9.30.3) 6-inch Hydrant, M.J., 5-ft bury, with 4-inch Tacoma Standard Threads & 4-inch Quick Coupling (7-14 & 9-30.5(2)) 6-inch Hydrant, M.J., 4½-ft bury, with 4- inch Tacoma Standard Threads & 4-inch Quick Coupling (7-14 & 9-30.5(2)) Storm, Sanitary, Side Sewer Restoration (7-04, 7-17, & 7-18) Replacement of Cement Concrete Curb & Gutter (8-04) 4 EA $ $ 4 EA $ $ 36 EA $ $ 15 EA $ $ 10 EA $ $ 2 EA $ $ 7 EA $ $ 12 EA $ $ 20 LF $ $ 47 Cement Concrete sidewalk (8-14) 12 SY $ $ 48 Cement Conc. Driveway Restoration (8-06) 14 SY $ $ WD15-0133F - MRP 2014-27- ADDENDUM 1 3 of 4

BID PROPOSAL SPECIFICATION NO. WD15-0133F - ADDENDUM 1 Bidder ITEM NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL AMOUNT 49 Traffic Lane Markings (8-22) 50 Street cleaning with powered sweeper/vacuum equipment. (5-04.3(5)A & 8-01.4) 41 HR $ $ 51 Inlet Protection (8-01) 23 EA $ $ 52 53 54 55 56 57 NPDES Construction Stormwater General Permit (8-01) Storm Water Pollution Prevention Plan (SWPPP) (8-01) Erosion and Sediment Control (ESC) Specialist (8-01) Asbestos cement Pipe removal and disposal plan (7-09.3) Removal and disposal of abandoned AC pipe all sizes (7-09.3) Fill abandoned water main with Controlled Density Fill (CDF), (7-09.3(1)A) 30 LF $ $ 1 CY $ $ 58 SPCC Plan (1-07.15(1)) 59 Force Account - Erosion/Water Pollution Control (1-09.6 & 8-01) 1 EST $ 5,000.00 $ 5,000.00 60 Force Account (1-09.6) 1 EST $ 30,000.00 $ 30,000.00 BASE BID $ 9.4% Sales Tax $ TOTAL OF BID $ WSDOT Standard specifications, 2014, M41-10 referenced as guide in parenthesis ( ). WD15-0133F - MRP 2014-27- ADDENDUM 1 4 of 4