682115-1_Addendum 1 - Completed.pdf

Addendum (6/5/25; 1:48 PM) Page 1

MJJ/:\\PUBWKS\PWFILES\GROUP\ENGINEERING\PROJECTS\CIP\682115 STREETSCAPE IMPROVEMENTS PH V\682115-1 2024A DOWNTOWN STREETSCAPE\11 AD BID

AWARD\OREGONBUYS\ADDENDUM\682115-1 ADDENDUM 1.DOCXV.04/10/2015

CONTRACT NUMBER: 245131 DATE OF ADDENDUM: June 5, 2025

PROJECT NUMBER: 682115-1 CLOSING DATE: June 10, 2025

TIME: 2:30 p.m.

CITY OF SALEM, OREGON

CONTRACTS AND PROCUREMENT DIVISION

PUBLIC WORKS DEPARTMENT

ADDENDUM NUMBER: 1

2024A SALEM DOWNTOWN STREETSCAPE

Addendum No. 1 to the above-mentioned project for the City of Salem, Oregon, is a part of the contract documents, and as such, supersedes anything within the specifications with which it may conflict.

CHANGES TO THE BID FORM:

—Remove pages 00410-3 through 00410-10 and replace with the enclosed Bid Form pages

ADD-1 00410-3 through ADD-1 00410-8.

Changes to Bid Form are as follows; updated quantities for item 12b and added new item 12c, proceeding item numbers adjusted accordingly. Changes in page count are due to formatting only.

All other terms, conditions, and specifications within the bid documents shall remain unchanged and in effect in their entirety.

Shawna Self, CPPB, Manager

Contracts and Procurement

All bidders are required to provide evidence of the receipt and acceptance of this Addendum

No. 1 with their proposal. Signing in the space provided below and submitting the signed

Addendum with the proposal satisfies this requirement.

Receipt acknowledged and conditions agreed to this day of , 20 .

NAME OF FIRM:

SIGNATURE:

Addendum (6/5/25; 1:24 PM) Page 2

MJJ/:\\PUBWKS\PWFILES\GROUP\ENGINEERING\PROJECTS\CIP\682115 STREETSCAPE IMPROVEMENTS PH V\682115-1 2024A DOWNTOWN STREETSCAPE\11 AD BID

AWARD\OREGONBUYS\ADDENDUM\682115-1 ADDENDUM 1.DOCXV.04/10/2015

ADDENDUM ROUTE LOG

DATE OF ADDENDUM NO. 1

JUNE 5, 2025

2024A SALEM DOWNTOWN STREETSCAPE

Project Number: 682115-1; Contract Number:245131

Michael Miller, PE, Senior Project Manager

Date signed:

Rick Barnes, PE, Assistant City Engineer

Allen Dannen, PE, City Engineer

06/05/2025

No.

Item

Quantity Unit of Measure

Unit Price or

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

1 Mobilization All Req'd Lump Sum $ $

2 Erosion Control Measures $ $ a Erosion Control, Complete All Req'd Lump Sum $ $ b Street Cleaning All Req'd Lump Sum $ $ c Catch Basin and Inlet Protection 16 Each $ $ d Concrete Management Facilities All Req'd Lump Sum $ $

3 Temporary Traffic Control $ $ a Temporary Work Zone Traffic Control, Complete All Req'd Lump Sum $ $ b Temporary Rigid Signs 105 Sq. Ft. $ $ c Flagging (Stipulated Price) 1,000 Hour(s) 67.00$ 67,000.00$ d Temporary Pedestrian Work Zone Fence 150 Lin. Ft. $ $ e Temporary Reflectorized Pedstrian Barricade 500 Lin. Ft. $ $

4 Extra Tree Removal $ $ a Tree Removal, 6-inch to 18-inch Diameter 10 Each $ $ b Stump Removal 10 Each $ $

5 Saw Joints $ $ a Sawed Joints, PCC or AC Pavement 2,922 Lin. Ft. $ $

ARTICLE 5 - BASIS OF BID

5.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

Unit Prices have been computed in accordance with Paragraph 11.03.B of the General Conditions.

Bidder Acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all

Unit Price Bid Items will be based on actual quantities, determined as provided in the Contract Documents.

2024a Salem Downtown Streetscape

Bid No. 245131 / Project No. 682115-1 ADD 1 00410-3 Bid Form and Bid Supplements

Quantity Unit of Measure

Unit Price or

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

6 Earthwork $ $ a Common Excavation, Includes Surface Removal 900 Cu. Yd. $ $ b Roadbed and Slope Rock Excavation

(Stipulated Price) 1 Cu. Yd. 130.00$ 130.00$ c Over Excavation and Aggregate Subbase (5-inch to 3-inch Crushed Aggregate) (Stipulated

Price) 1 Cu. Yd. 80.00$ 80.00$ d Foundation Stabilization (3-inch -0 Crushed

Aggregate) (Stipulated Price) 1 Cu. Yd. 80.00$ 80.00$ e Aggregate Base (1-inch -0 Crushed Aggregate)

(Stipulated Price) 1 Cu. Yd. 60.00$ 60.00$

7 Common Trench Excavation and Granular

Backfill a Trench Rock Excavation (Stipulated Price) 1 Cu. Yd. 175.00$ 175.00$

8 Adjust Structures to Grade $ $ a Removal/Relocation/Repair/Adjustment of All

Miscellaneous Structures All Req'd Lump Sum $ $

9 Cold Plane Pavement Removal $ $ a Cold Plane Pavement Removal, 2-1/2 inches

Depth and Less 237 Sq. Yd. $ $

10 Hot Mixed Asphalt Concrete (HMAC) Pavement a HMAC, 5-inch Thick (Level 3, 1/2-inch Dense

HMAC) Over 12 inches 1-inch-0 Crushed

Aggregate Base 920 Sq. Yd. $ $ b HMAC, 2-1/2-inches Thick (Level 3, 1/2-inch

Dense HMAC) Over AC Grind 237 Sq. Yd. $ $

11 Portland Cement Concrete (PCC) Work $ $

Bid No. 245131 / Project No. 682115-1 ADD 1 00410-4 Bid Form and Bid Supplements

Quantity Unit of Measure

Unit Price or

Lump Sum Price Figures

Total Amount

Quantity x Unit Price a Type A High Early PCC Curb and Gutter with 6-inch Curb over 4-inches, minimum, of 1-inch -0

Crushed Aggregate Base 955 Lin. Ft. $ $ b PCC Sidewalk, 4-inch Thick over 2-inches of 1-inch -0 Crushed Aggregate Base 730 Sq. Yd. $ $ c PCC Sidewalk, 8-inch Thick over 4-inches of 1-inch -0 Crushed Aggregate Base 200 Sq. Yd. $ $ d PCC Sidewalk, 4-inch Thick, Exposed Sand

Finish over 2-inches of 1-inch -0 Crushed

Aggregate Base 435 Sq. Yd. $ $ e PCC Sidewalk, 8-inch Thick, 1-foot Band with

Fine Brushed Finish over 4-inches of 1-inch -0

Crushed Aggregate Base

28 Sq. Yd. $ $ f Masonry Structures (Bricks) 215 Sq. Ft. $ $ g Grouted River Rock 215 Sq. Ft. $ $ h Detectable Warning Surface 36 Sq. Ft. $ $

12 Storm Sewer Pipe $ $ a 8-inch PVC, ASTM D3034, SDR 35, Complete

Installation Including Excavation, Granular

Backfill, and Shoring 90 Lin. Ft. $ $ b 10-inch PVC, ASTM D3034, SDR 35, Complete

Installation Including Excavation, Granular

Backfill, and Shoring 120 Lin. Ft. $ $ c 10-inch DI, ANSI A21.51, Class 150, Complete

Installation Including Excavation, Granular

Backfill, and Shoring 120 Lin. Ft. $ $ d 12-inch DI, ANSI A21.51, Class 150, Complete

Installation Including Excavation, Granular

Backfill, and Shoring 218 Lin. Ft. $ $

Bid No. 245131 / Project No. 682115-1 ADD 1 00410-5 Bid Form and Bid Supplements

Quantity Unit of Measure

Unit Price or

Lump Sum Price Figures

Total Amount

Quantity x Unit Price e Daylight Existing Downspout Through Curb, 3034 PVC, SDR35 or SCH 40 PVC (All Sizes) 5 Each $ $

13 Storm Sewer Manholes $ $ a Connect to Existing Storm Structure 6 Each $ $

14 Storm Sewer Catch Basins $ $ a Type 2 Catch Basin with 12-inch Sump 12 Each $ $ b Area Drain (12 inches by 12 inches), Includes

Concrete Collar 7 Each $ $

15 Structural $ $ a Sidewalk Vault Lid Repacement (Vault 1, 356

State) Complete All Req'd Lump Sum $ $ b Sidewalk Vault In-Fill (Vault 2, 388 State)

Complete All Req'd Lump Sum $ $ c Sidewalk Vault In-Fill (Vault 4, 310 Court)

Complete All Req'd Lump Sum $ $ d Sidewalk Vault In-Fill (Vault 5, 340 Court)

Complete All Req'd Lump Sum $ $

16 Landscaping $ $ a Soil Testing All Req'd Lump Sum $ $ b Imported Planting Soil 93 Cu. Yd. $ $ c Trees - Deciduous 2-1/2 inch Caliper 8 Each $ $ d Shrubs - 5 Gallon 5 Each $ $ e Shrubs - 2 Gallon 90 Each $ $ f Shrubs - 1 Gallon 803 Each $ $ g Root Barrier (18 Inches High, All Sides of

Planters with Trees) 851 Lin. Ft. $ $

Bid No. 245131 / Project No. 682115-1 ADD 1 00410-6 Bid Form and Bid Supplements

Quantity Unit of Measure

Unit Price or

Lump Sum Price Figures

Total Amount

Quantity x Unit Price h Bark Mulch (2 Inches Thick Hemlock Medium

Fresh) 17 Cu. Yd. $ $

17 New Irrigation System $ $ a Fully Automatic Irrigation System, Complete 2,522 Sq. Ft. $ $ b Irrigation Sleeves 485 Lin. Ft. $ $

18 Permanent Striping and Pavement Markings $ $ a Parking Pavement Markings Type B-HS 1,053 Lin. Ft. $ $ b Pavement Legend, Type B-HS: "Accessibility

Parking Spaces Symbol" 1 Each $ $ c Pavement Legend, Type B-HS: "Arrows" 3 Each $ $ d Yellow Curb Markings, 2 Coats Paint 209 Lin. Ft. $ $

19 Permanent Signing $ $ a Remove and Reinstall Existing Signs on New

Supports/Post 26 Each $ $ b New Steel Pipe Sign Supports 29 Each $ $ c Install New Signs on New Supports 3 Each $ $ d Street Improvement and Funding Signs 3 Each $ $

20 Site Furnishings $ $ a Remove and Reinstall Bike Rack, Blast and

Powder Coat 10 Each $ $ b Remove Concrete Planter 10 Each $ $ c Remove and Reinstall Trash Can 4 Each $ $ d Remove and Reinstall Miscellanous Furnishings 4 Each $ $

21 Electrical $ $

Bid No. 245131 / Project No. 682115-1 ADD 1 00410-7 Bid Form and Bid Supplements

Quantity Unit of Measure

Unit Price or

Lump Sum Price Figures

Total Amount

Quantity x Unit Price a Remove Existing Light Pole Foundation 14 Each $ $ b Electrical Demolition and Removal, Complete All Req'd Lump Sum $ $ c Electrical Pedestrian Light Removal and Reinstall

(Historical, on New Concrete Foundation) 4 Each $ $ d Electrical Pedestrian Light Removal and Reinstall

(Salvage Existing, on New Concrete Foundation), Blast and Powder Coat 7 Each $ $ e New Pedestrian Light, Complete (P1) 1 Each $ $ f New Street Light Poles with 170 Watt LED

Luminaires (S1), Complete 3 Each $ $ g Remove Existing Service Cabinet, Install New

Service Cabinet (City Provided) 1 Each $ $ h Tunneling, Boring, and Jacking - Electrical Line

Installation 265 Lin. Ft. $ $ i JB/2 Box and Lid Marked "STREET LIGHTING" 22 Each $ $ j JB/3 Box and Lid Marked "STREET LIGHTING" 1 Each $ $ k 3-inch Roadway Illumination Conduit, Complete 2,340 Lin. Ft. $ $ l State Street Circuits All Req'd Lump Sum $ $ m Court Street Circuits All Req'd Lump Sum $ $ n Chemeketa Street Circuits All Req'd Lump Sum $ $

22 As-Builts $ $ a Provide As-Built Field Records All Req'd Lump Sum $ $

TOTAL BID

Bid No. 245131 / Project No. 682115-1 ADD 1 00410-8 Bid Form and Bid Supplements