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ADDENDUM #1 To the BIDDING AND CONTRACT DOCUMENTS For the OAK STREET IMPROVEMENTS PROJECT Project No. 15-042 Prepared for: City of Douglas 101 North Fourth St. Douglas, WY 82633 Date of the Addendum February 7, 2020 Receipt of this Addendum must be acknowledged by filling in the spaces provided below and including one copy attached to the bid. APPROVED: Nicholas Larsen, Project Manager ACKNOWLEDGEMENT OF RECEIPT OF ADDENDUM Company Name Signature Title Receipt Date ---PAGE BREAK--- 2 Addendum No. 1 February 7, 2020 ADDENDUM #1 To the BIDDING AND CONTRACT DOCUMENTS For the OAK STREET IMPROVEMENTS PROJECT Project No. 15-042 Date of the Addendum February 7, 2020 This Addendum No. 1 to the Bidding Information and Construction Specifications and the Drawings is hereby made a part of the Contract Documents, for the above entitled project, to the same extent as though it were originally contained therein. All bidders are expected to thoroughly examine each item enumerated herein, regardless of its apparent application and shall be responsible for furnishing all labor and materials required in the division of work that the items indicate. I. SECTION II: CONTRACT DOCUMENTS A. Standard Form of Agreement, Article 3.2: DELETE the substantial completion date of “May 1st, 2020” and REPLACE with “August 1st, 2020.” B. Standard Form of Agreement, Article 3.2: DELETE the final completion date of “May 15th, 2020” and REPLACE with “August 15th, 2020.” C. Bid Schedule: DELETE the Bid Schedule in its entirety and REPLACE with the attached Bid Schedule. II. SECTION III: TECHNICAL SPECIFICATIONS A. SECTION 01 025, Measurement and Payment: in the “Replace Meter Pit Assembly” Method of Payment, REMOVE “coil tandem meter pit” from the first sentence and REPLACE with “thermal-coil meter pit.” B. SECTION 01 025, Measurement and Payment: in the “Replace Meter Pit Assembly” Method of Payment, REMOVE “composite meter lid” from the second sentence and REPLACE with “cast iron lid.” C. SECTION 01 025, Measurement and Payment: in the “Replace Meter Pit Assembly” Method of Payment, DELETE “curb stop” from the second sentence. ---PAGE BREAK--- 3 Addendum No. 1 February 7, 2020 D. SECTION 01 025, Measurement and Payment: in the “Replace Meter Pit Assembly” Method of Payment, ADD “and connection to the curb stop.” to the end of the last sentence. E. SECTION 01 025, Measurement and Payment: in the “Reconnect Water Services” Method of Payment, DELETE the Description and Method of Payment and ADD the following Description and Method of Payment: Reconnect 1-inch Water Services EA Includes all costs for reconnecting existing 1-inch water services to the new water main including a new saddle, new corporation stop, PE service line, curb stop, valve box and cover if necessary, and all necessary couplings, connections, coatings, anodes, and all excavating, bedding, backfilling, compacting, and chlorinating complete. F. SECTION 01 25, Measurement and Payment: ADD the following Description and Method of Payment: Reconnect 2-inch Water Services EA Includes all costs for reconnecting existing 2-inch water services to the new water main including a new saddle, new corporation stop, PE service line, curb stop, valve box and cover if necessary, and all necessary couplings, connections, coatings, anodes, and all excavating, bedding, backfilling, compacting, and chlorinating complete. G. SECTION 01 040, Coordination: in Part 1; Section 1.3 SEQUENCE OF WORK; ADD No work shall take place on the project from June 11, 2020 to June 14, 2020 (Jackalope Days) on Oak St. between 2nd St. and 4th St. Contractor will be allowed to work on the east side of 4th St. during these dates. Prior to June 11th, 2020, Contractor shall clean up this section of the project, construct necessary ramps to ensure sure low- clearance cars can drive on this section of Oak St., and place base course as necessary to prevent mud in this section of Oak St.” III. DRAWINGS A. SHEET 1, GENERAL NOTES: ADD the following General Note: “15. THE 8-INCH IRRIGATION LINE MAY BE FILLED FROM AN ADJACENT FIRE HYDRANT FOR PRESSURE TESTING THE LINE. COORDINATE WITH THE CITY OF DOUGLAS”. B. SHEET 8, STREET IMPROVEMENTS 1: ADD the following note: “THE SIDEWALK ON THE SOUTH SIDE OF OAK ST. BETWEEN 3RD St. AND THE ALLEY TO THE WEST IS A HEATED SIDEWALK (ELECTRIC). CONTRACTOR SHALL COORDINATE WITH THE PROPERTY OWNER AND ---PAGE BREAK--- 4 Addendum No. 1 February 7, 2020 REPLACE THE HEATED SIDEWALK UNDER THE PROPOSED ADA RAMP. THIS WORK SHALL BE CONSIDERED SUBSIDIARY AS WELL AS ANY OTHER REPAIRS TO THE HEATED SIDEWALK.” C. SHEET 3, WATER IMPROVEMENTS 1: DELETE the note: “REPLACE W/ 1” SERVICE” at Station 4+80. ADD the note: “REPLACE WATER SERVICE” END OF ADDENDUM ---PAGE BREAK--- Bid Date: February 13th, 2020 Item Description Unit Quantity Unit Cost Total Cost 1 Mobilization LS 1 2 Bonds LS 1 3 Demolition and Removal LS 1 4 6" DR18 C900 PVC Water Pipe LF 100 5 8" DR18 C900 PVC Water Pipe LF 250 6 12" DR18 C900 PVC Water Pipe LF 1,450 7 8" DR18 C900 PVC Irrigation Pipe LF 1,600 8 6" Ductile Iron Fittings EA 6 9 8" Ductile Iron Fittings EA 10 10 12" Ductile Iron Fittings EA 16 11 6" Gate Valves EA 3 12 8" Gate Valves EA 5 13 12" Gate Valves EA 6 14 Fire Hydrant Assemblies EA 2 15 Reconnect 1" Water Services EA 5 16 Reconnect 2" Water Services EA 1 17 Replace Meter Pit Assembly EA 2 18 Connect to Existing Water Main EA 12 19 8" SDR35 PVC Sewer Pipe LF 300 20 48" Diameter Manholes EA 4 21 Connect to Existing Sewer Main EA 8 22 Select Backfill CY 1,200 23 Foundation Material CY 250 24 Controlled Density Flow Fill CY 10 25 Valley Gutters, Driveways, Alley Aprons SY 500 26 Sidewalk Repalcement LF 750 27 Curb and Gutter Replacement LF 1,000 28 Fillets EA 2 29 ADA Ramp EA 7 30 Subgrade Repair CY 250 31 4" Asphalt / 12" Grading Base Course SY 2,250 32 Woven Geotextile Fabric SY 2,250 33 2" PMP and 8" Grading Base Course SY 1,800 34 2" Cold Milling SY 3,300 35 2" Asphalt Pavement Overlay SY 5,100 36 Concrete Diamonds around Existing Manholes EA 3 37 Landscaping, Signage, and Irrigation Repairs LS 1 38 Traffic Control LS 1 39 Force Account FA 1 $5,000.00 $5,000.00 Total Base Bid BID SCHEDULE OAK STREET IMPROVEMENTS PROJECT - Addendum 1 Oak Street Improvements Contractor shall furnish and install items as shown on the Drawings or called for in the Specifications. All costs not included in this schedule that are necessary to provide a complete, functional project as depicted in the Drawings and Specifications are to be considered incidental and merged with the costs of other related items. The following is a list of abbreviations for this bid schedule. LS = Lump Sum EA = Each LF = Linear Feet AC = Acre SY = Square Yard SF = Square Foot CY = Cubic Yard Ton = Ton