682115-2 Addendum 2 Executed.pdf

CONTRACT NUMBER: 256107 DATE OF ADDENDUM: March 6, 2026

PROJECT NUMBER: 682115-2 CLOSING DATE: March 17, 2026

TIME: 2:30 p.m.

CITY OF SALEM, OREGON

CONTRACTS AND PROCUREMENT DIVISION

PUBLIC WORKS DEPARTMENT

ADDENDUM NUMBER: 2

STREETSCAPE IMPROVEMENTS PHASE V

Addendum No. 2 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.

─Remove Bid Form Page 00410-3 to 00410-25 and replace with ADD 00410-3 to ADD 00410-

25.

These changes adjust Bid Item A15a Type 2 Catch Basin with 12-inch Sump to a quantity of 2

Each and delete Bid Item A15b Type 4 Catch Basin with 12-inch Sump in its entirety.

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. 2 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:

Docusign Envelope ID: B06FDCD3-114C-4CC5-9A8F-F3620D09F7BF

ADDENDUM ROUTE LOG

DATE OF ADDENDUM NO.2 March 6, 2026

STREETSCAPE IMPROVEMENTS PHASE V

Project Number: 682115-2; Contract Number: 256107

Michael Miller, PE, Project Manager

Date signed:

Rick Barnes, PE, Assistant City Engineer

Allen Dannen, PE, City Engineer

3/6/2026

03/06/2026

3/6/2026For Rick Barnes

No. Item Quantity Unit of Measure

Unit Price or

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

General Costs - One Time Cost for Project

1 Temporary Traffic Control a Temporary Rigid Signs 200 Sq. Ft. $ $ b Flagging (Stipulated Price) 1,000 Hour(s) 67.00$ 67,000.00$ c Temporary Pedestrian Work Zone Fence 150 Lin. Ft. $ $ d Temporary Reflectorized Pedestrian Barricade 600 Lin. Ft. $ $

2 Landscaping a Soil Testing All Req'd Lump Sum $ $

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

$Subtotal General Costs

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.

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-3 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

Schedule A - State Street

A1 Mobilization All Req'd Lump Sum $ $

A2 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 6 Each $ $ d Concrete Management Facilities All Req'd Lump Sum $ $

A3 Temporary Traffic Control a Temporary Work Zone Traffic Control; Complete All Req'd Lump Sum $ $

A4 Extra Tree Removal a Tree Removal, 6-inch to 18-inch Diameter 2 Each $ $ b Stump Removal 2 Each $ $

A5 Saw Joints a Sawed Joints, PCC or AC Pavement 1,400 Lin. Ft. $ $

A6 Earthwork a Common Excavation (Includes Surface

Removal) 450 Cu. Yd. $ $ b Roadbed and Slope Rock Excavation

(Stipulated Price) 1 Cu. Yd. 130.00$ 130.00$

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-4 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price c Over Excavation and Aggregate Subbase (5" -

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

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

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

A7 Common Trench Excavation and Granular

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

A8 Adjust Structures to Grade a Removal/Relocation/Repair/Adjustment of All

Miscellaneous Structures All Req'd Lump Sum $ $

A9 Underground Storage Tank Decommissioning a

Underground Storage Tank In-place

Decommissioning (379 State Sr, Gatsby);

Complete

All Req'd Lump Sum $ $

A10 Cold Plane Pavement Removal a Cold Plane Pavement Removal, 2.5 inches Depth and Less 90 Sq. Yd. $ $

A11 Hot Mixed Asphalt Concrete (HMAC) Pavement a

HMAC, 5-inch Thick (Level 3, 1/2-inch Dense

HMAC) over 12 inches 1" -0 Crushed Aggregate

Base

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

Dense HMAC) over AC Grind 90 Sq. Yd. $ $

A12 Portland Cement Concrete (PCC) Work

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-5 Bid Form and Bid Supplements

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" -0

Crushed Aggregate Base

360 Lin. Ft. $ $ b PCC Sidewalk, 4-inch Thick over 4-inches of 1" -

0 Crushed Aggregate Base 350 Sq. Yd. $ $ c PCC Sidewalk, 8-inch Thick over 4-inches of 1" -

0 Crushed Aggregate Base 70 Sq. Yd. $ $ d

PCC Sidewalk, 4-inch Thick, Exposed Sand

Finish over 4 inches of 1" -0 Crushed Aggregate

Base

200 Sq. Yd. $ $ e

PCC Sidewalk, 8-inch Thick, 1-foot Band with

Fine Brushed Finish over 4 inches of 1" -0

Crushed Aggregate Base

8 Sq. Yd. $ $ f Detectable Warning Surface 12 Sq. Ft. $ $ g Building Vent Reconstruction; Complete 6 Each $ $

A13 Storm Sewer Pipe a

8-inch DI, ANSI A21.51, Class 150, Complete

Installation Including Excavation, Granular

Backfill, and Shoring

10 Lin. Ft. $ $ b

10-inch DI, ANSI A21.51, Class 150, Complete

Installation Including Excavation, Granular

Backfill, and Shoring

65 Lin. Ft. $ $ c Daylight Existing Downspout Through Curb, 3034 PVC, SDR35 or SCH 40 PVC (All Sizes) 8 Each $ $

A14 Storm Sewer Manholes a Connect to Existing Storm Structure 2 Each $ $

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-6 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

A15 Storm Sewer Catch Basins a Type 2 Catch Basin with 12-inch Sump 2 Each $ $ b 24-inch Square Catch Basin with 12-inch Sump 1 Each $ $

A16 Structural a Sidewalk Vault In-Fill (355 State St, Doce

Mama's) Complete All Req'd Lump Sum $ $ b Sidewalk Vault In-Fill (349 State St, Uptown)

Complete All Req'd Lump Sum $ $ c Sidewalk Vault In-Fill (353 State St) Complete All Req'd Lump Sum $ $ d Sidewalk Vault In-Fill (379 State St, Gatsby)

Complete All Req'd Lump Sum $ $

A17 Landscaping a Imported Planting Soil 20 Cu. Yd. $ $ b Trees - Deciduous 2.5-inch Caliper 1 Each $ $ c Shrubs - 5 Gallon 3 Each $ $ d Shrubs - 2 Gallon 14 Each $ $ e Shrubs - 1 Gallon 39 Each $ $ f Root Barrier (18-inch High, All Sides of Planters with Trees) 256 Lin. Ft. $ $ g Bark Mulch (2-inch Thick Hemlock Medium

Fresh) 5 Cu. Yd. $ $

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-7 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

A18 New Irrigation System a Fully Automatic Irrigation System, Complete 725 Sq. Ft. $ $ b Irrigation Sleeves 319 Lin. Ft. $ $

A19 Permanent Striping and Pavement Markings a Parking Pavement Markings Type B-HS 430 Lin. Ft. $ $ b Yellow Curb Markings, 2 Coats Paint 48 Lin. Ft. $ $

A20 Permanent Signing a Remove and Reinstall Existing Signs on New

Supports/Post 6 Each $ $ b New Steel Pipe Sign Supports 6 Each $ $ c Street Improvement and Funding Signs 2 Each $ $

A21 Site Furnishings a Remove and Reinstall Bike Rack, Blast and

Powder Coat 2 Each $ $ b Remove and Reinstall Stainless Steel Bike Rack 1 Each $ $ c Remove and Reinstall Historic District Sign, Blast and Powder Coat 1 Each $ $ d Remove and Reinstall Trash Can 1 Each $ $ e Remove and Reinstall Miscellaneous Furnishings All Req'd Lump Sum $ $

A22 Electrical

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-8 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price a Remove Existing Light Pole Foundation 2 Each $ $ b Remove Existing Junction Box 5 Each $ $ c Disconnect, Protect and Store Historic Clock -

State Street All Req'd Lump Sum $ $ d

Install Salvaged Pedestrian Light Pole on New

Foundation with 11-inch to 9-inch Bolt Ring

Adaptors

4 Each $ $ e New Street Light Poles with 170 Watt LED

Luminaires (S1); Complete 2 Each $ $ f JB/2 Box and Lid marked "STREET LIGHTING" 8 Each $ $ g JB/2 Box and Lid marked "ELECTRIC" 1 Each $ $ h JB/3 Box and Lid marked "STREET LIGHTING" 1 Each $ $ i 3-inch Roadway Illumination Conduit; Complete 1,025 Lin. Ft. $ $ j Install and Reconnect Historic Clock (on New

Concrete Foundation) All Req'd Lump Sum $ $ k State Street Circuits All Req'd Lump Sum $ $

$Subtotal Schedule A - State Street

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-9 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

Schedule B - Liberty Street

B1 Mobilization All Req'd Lump Sum $ $

B2 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 3 Each $ $ d Concrete Management Facilities All Req'd Lump Sum $ $

B3 Temporary Traffic Control a Temporary Work Zone Traffic Control; Complete All Req'd Lump Sum $ $

B4 Extra Tree Removal a Tree Removal, 6-inch to 18-inch Diameter 9 Each $ $ b Stump Removal 9 Each $ $

B5 Saw Joints a Sawed Joints, PCC or AC Pavement 1,300 Lin. Ft. $ $

B6 Earthwork a Common Excavation (Includes Surface Removal) 250 Cu. Yd. $ $ b Roadbed and Slope Rock Excavation

(Stipulated Price) 1 Cu. Yd. 130.00$ 130.00$

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-10 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price c Over Excavation and Aggregate Subbase (5" -

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

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

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

B7 Common Trench Excavation and Granular

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

B8 Adjust Structures to Grade a Reconstruct Existing Storm and Sanitary

Manholes to Grade 1 Each $ $ b Removal/Relocation/Repair/Adjustment of All

Miscellaneous Structures All Req'd Lump Sum $ $

B9 Cold Plane Pavement Removal a Cold Plane Pavement Removal, 2.5 inches Depth and Less 50 Sq. Yd. $ $

B10 Hot Mixed Asphalt Concrete (HMAC) Pavement a

HMAC, 5-inch Thick (Level 3, 1/2-inch Dense

HMAC) over 12 inches 1" -0 Crushed Aggregate

Base

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

Dense HMAC) over AC Grind 50 Sq. Yd. $ $

B11 Portland Cement Concrete (PCC) Work a

Type A High Early PCC Curb and Gutter with 6-inch Curb over 4 inches, minimum, of 1" -0

Crushed Aggregate Base

210 Lin. Ft. $ $

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-11 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price b 12-inch Type C PCC Curb over 4 inches, minimum, of 1" -0 Crushed Aggregate Base 170 Lin. Ft. $ $ c PCC Sidewalk, 4-inch Thick over 4 inches of 1" -

0 Crushed Aggregate Base 325 Sq. Yd. $ $ d PCC Sidewalk, 8-inch Thick over 4 inches of 1" -

0 Crushed Aggregate Base 20 Sq. Yd. $ $ e

PCC Sidewalk, 4-inch Thick, Exposed Sand

Finish over 4 inches of 1" -0 Crushed Aggregate

Base

175 Sq. Yd. $ $ f

PCC Sidewalk, 8-inch Thick, 1-foot Band with

Fine Brushed Finish over 4 inches of 1" -0

Crushed Aggregate Base

8 Sq. Yd. $ $ g Extra for Thickened Edge Sidewalk, Liberty

Street 170 Lin. Ft. $ $ h Detectable Warning Surface 24 Sq. Ft. $ $ i Building Vent Reconstruction; Complete 4 Each $ $

B12 Structural a Outdoor Patio Removal, Storage & Replacement

(145 Liberty St, Side Hussle); Complete All Req'd Lump Sum $ $

B13 Landscaping a Imported Planting Soil 20 Cu. Yd. $ $ b Trees - Deciduous 2.5-inch Caliper 7 Each $ $ c Shrubs - 5 Gallon 3 Each $ $ d Shrubs - 2 Gallon 22 Each $ $

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-12 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price e Shrubs - 1 Gallon 109 Each $ $ f Root Barrier (18-inch High, All Sides of Planters with Trees) 250 Lin. Ft. $ $ g Bark Mulch (2-inch Thick Hemlock Medium

Fresh) 4 Cu. Yd. $ $

B14 New Irrigation System a Fully Automatic Irrigation System; Complete 650 Sq. Ft. $ $ b Irrigation Sleeves 387 Lin. Ft. $ $

B15 Permanent Striping and Pavement Markings a Parking Pavement Markings Type B-HS 300 Lin. Ft. $ $ b Pavement Legend, Type B-HS: "Accessibility

Parking Spaces Symbol" 2 Each $ $ c Yellow Curb Markings, 2 Coats Paint 16 Lin. Ft. $ $

B16 Permanent Signing a Remove and Reinstall Existing Signs on New

Supports/Post 5 Each $ $ b Install New Signs on New Supports 1 Each $ $ c New Steel Pipe Sign Supports 6 Each $ $ d Street Improvement and Funding Signs 2 Each $ $

B17 Site Furnishings a Remove and Reinstall Bike Rack, Blast and

Powder Coat 3 Each $ $

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-13 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price b Remove and Reinstall Trash Can 1 Each $ $ c Remove and Reinstall Miscellaneous Furnishings All Req'd Lump Sum $ $

B18 Electrical a Remove Existing Light Pole Foundation 7 Each $ $ b Remove Existing Junction Box 4 Each $ $ c Electrical Pedestrian Light Removal (Salvage

Existing), Blast and Powder Coat Pole 5 Each $ $ d

Electrical Pedestrian Light Removal and Deliver to City (Salvage Existing), Blast and Powder Coat

Pole

1 Each $ $ e

Install Salvaged Pedestrian Light Pole on New

Foundation with 11-inch to 9-inch Bolt Ring

Adaptors

4 Each $ $ f New Street Light Poles with 170 Watt LED

Luminaires (S1); Complete 1 Each $ $ g JB/2 Box and Lid marked "STREET LIGHTING" 7 Each $ $ h 3-inch Roadway Illumination Conduit; Complete 1,050 Lin. Ft. $ $ i Liberty Street Circuits All Req'd Lump Sum

$Subtotal Schedule B - Liberty Street

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-14 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

Schedule C - Court Street

C1 Mobilization All Req'd Lump Sum $ $

C2 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 7 Each $ $ d Concrete Management Facilities All Req'd Lump Sum $ $

C3 Temporary Traffic Control a Temporary Work Zone Traffic Control; Complete All Req'd Lump Sum $ $

C4 Extra Tree Removal a Tree Removal, 6-inch to 18-inch Diameter 2 Each $ $ b Stump Removal 2 Each $ $

C5 Saw Joints a Sawed Joints, PCC or AC Pavement 1,300 Lin. Ft. $ $

C6 Earthwork a Common Excavation (Includes Surface Removal) 250 Cu. Yd. $ $ b Roadbed and Slope Rock Excavation

(Stipulated Price) 1 Cu. Yd. 130.00$ 130.00$

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-15 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price c Over Excavation and Aggregate Subbase (5" -

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

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

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

C7 Common Trench Excavation and Granular

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

C8 Adjust Structures to Grade a Reconstruct Existing Storm and Sanitary

Manholes to Grade 1 Each $ $ b Removal/Relocation/Repair/Adjustment of All

Miscellaneous Structures All Req'd Lump Sum $ $

C9 Cold Plane Pavement Removal a Cold Plane Pavement Removal, 2.5 inches Depth and Less 85 Sq. Yd. $ $

C10 Hot Mixed Asphalt Concrete (HMAC) Pavement a

HMAC, 5-inch Thick (Level 3, 1/2-inch Dense

HMAC) over 12 inches 1" -0 Crushed Aggregate

Base

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

Dense HMAC) over AC Grind 85 Sq. Yd. $ $

C11 Portland Cement Concrete (PCC) Work a

Type A High Early PCC Curb and Gutter with 6-inch Curb over 4 inches, minimum, of 1" -0

Crushed Aggregate Base

330 Lin. Ft. $ $

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-16 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price b PCC Sidewalk, 4-inch Thick over 4 inches of 1" -

0 Crushed Aggregate Base 300 Sq. Yd. $ $ c PCC Sidewalk, 8-inch Thick over 4 inches of 1" -

0 Crushed Aggregate Base 65 Sq. Yd. $ $ d

PCC Sidewalk, 4-inch Thick, Exposed Sand

Finish over 4 inches of 1" -0 Crushed Aggregate

Base

150 Sq. Yd. $ $ e

PCC Sidewalk, 8-inch Thick, 1-foot Band with

Fine Brushed Finish over 4 inches of 1" -0

Crushed Aggregate Base

8 Sq. Yd. $ $ f Detectable Warning Surface 12 Sq. Ft. $ $

C12 Storm Sewer Pipe a

10-inch DI, ANSI A21.51, Class 150, Complete

Installation Including Excavation, Granular

Backfill, and Shoring

15 Lin. Ft. $ $ b

10-inch PVC, ASTM D3034, SDR 35, Complete

Installation Including Excavation, Granular

Backfill, and Shoring

65 Lin. Ft. $ $ c Daylight Existing Downspout Through Curb, 3034 PVC, SDR35 or SCH 40 PVC (All Sizes) 1 Each $ $

C13 Storm Sewer Manholes a Connect to Existing Storm Structure 1 Each $ $

C14 Storm Sewer Catch Basins a Type 2 Catch Basin with 12-inch Sump 3 Each $ $

C15 Structural

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-17 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price a Sidewalk Vault In-Fill (305 Court St, Roy John);

Complete All Req'd Lump Sum $ $ b Vault Structure at 325 Court Street (Venti's);

Complete All Req'd Lump Sum $ $ c Sidewalk Vault In-Fill (355 Court St, Frontier);

Complete All Req'd Lump Sum $ $ d Sidewalk Vault In-Fill (369 Court St, Lullu's);

Complete All Req'd Lump Sum $ $ e Sidewalk Vault In-Fill (347 Court St, Dairy

Lunch); Complete All Req'd Lump Sum $ $ f Outdoor Patio Removal, Storage & Replacement

(305 Court St, Venti's); Complete All Req'd Lump Sum $ $

C16 Landscaping a Imported Planting Soil 20 Cu. Yd. $ $ b Trees - Deciduous 2.5-inch Caliper 5 Each $ $ c Shrubs - 2 Gallon 37 Each $ $ d Shrubs - 1 Gallon 308 Each $ $ e Root Barrier (18-inch High, All Sides of Planters with Trees) 248 Lin. Ft. $ $ f Bark Mulch (2-inch Thick Hemlock Medium

Fresh) 5 Cu. Yd. $ $

C17 New Irrigation System a Fully Automatic Irrigation System; Complete 710 Sq. Ft. $ $ b Irrigation Sleeves 325 Lin. Ft. $ $

C18 Permanent Striping and Pavement Markings

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-18 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price a Parking Pavement Markings Type B-HS 460 Lin. Ft. $ $ b Pavement Legend, Type B-HS: "Accessibility

Parking Spaces Symbol" 1 Each $ $ c Yellow Curb Markings, 2 Coats Paint 12 Lin. Ft. $ $

C19 Permanent Signing a Remove Existing Sign 1 Each $ $ b Remove and Reinstall Existing Signs on New

Supports/Post 6 Each $ $ c New Steel Pipe Sign Supports 6 Each $ $ d Street Improvement and Funding Signs 2 Each $ $

C20 Site Furnishings a Remove and Reinstall Bike Rack, Blast and

Powder Coat 4 Each $ $ b Remove and Reinstall Decorative Bike Rack, Blast and Powder Coat 1 Each $ $ c Remove and Reinstall Historic District Sign, Blast and Powder Coat 1 Each $ $ d Remove and Reinstall Trash Can 2 Each $ $ e Remove and Reinstall Miscellaneous Furnishings All Req'd Lump Sum $ $

C21 Electrical a Remove Existing Light Pole Foundation 9 Each $ $ b Electrical Pedestrian Light Removal (Salvage

Existing), Blast and Powder Coat Pole 9 Each $ $

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-19 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price c Remove and Deliver to City, Electrical Service

Cabinet - Court Street 1 Each $ $ d

Install Salvaged Pedestrian Light Pole on New

Foundation with 11- inch to 9-inch Bolt Ring

Adaptors

4 Each $ $ e New Street Light Poles with 170 Watt LED

Luminaires (S1); Complete 1 Each $ $ f JB/2 Box and Lid marked "STREET LIGHTING" 9 Each $ $ g 3-inch Roadway Illumination Conduit; Complete 975 Lin. Ft. $ $ h Court Street Circuits All Req'd Lump Sum $ $

$Subtotal Schedule C - Court Street

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-20 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price

Schedule D - Chemeketa Street

D1 Mobilization All Req'd Lump Sum $ $

D2 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 4 Each $ $ d Concrete Management Facilities All Req'd Lump Sum $ $

D3 Temporary Traffic Control a Temporary Work Zone Traffic Control; Complete All Req'd Lump Sum $ $

D4 Extra Tree Removal a Tree Removal, 6-inch to 18-inch Diameter 2 Each $ $ b Stump Removal 2 Each $ $

D5 Saw Joints a Sawed Joints, PCC or AC Pavement 600 Lin. Ft. $ $

D6 Earthwork a Common Excavation (Includes Surface Removal) 300 Cu. Yd. $ $ b Roadbed and Slope Rock Excavation

(Stipulated Price) 1 Cu. Yd. 130.00$ 130.00$

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-21 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price c Over Excavation and Aggregate Subbase (5" -

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

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

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

D7 Common Trench Excavation and Granular

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

D8 Adjust Structures to Grade a Reconstruct Existing Storm and Sanitary

Manholes to Grade 1 Each $ $ b Removal/Relocation/Repair/Adjustment of All

Miscellaneous Structures All Req'd Lump Sum $ $

D9 Cold Plane Pavement Removal a Cold Plane Pavement Removal, 2.5 inches Depth and Less 55 Sq. Yd. $ $

D10 Hot Mixed Asphalt Concrete (HMAC) Pavement a

HMAC, 5-inch Thick (Level 3, 1/2-inch Dense

HMAC) over 12 inches 1" -0 Crushed Aggregate

Base

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

Dense HMAC) over AC Grind 55 Sq. Yd. $ $

D11 Portland Cement Concrete (PCC) Work a

Type A High Early PCC Curb and Gutter with 6-inch Curb over 4 inches, minimum, of 1" -0

Crushed Aggregate Base

200 Lin. Ft. $ $

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-22 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price b PCC Sidewalk, 4-inch Thick over 4 inches of 1" -

0 Crushed Aggregate Base 225 Sq. Yd. $ $ c PCC Sidewalk, 8-inch Thick over 4 inches of 1" -

0 Crushed Aggregate Base 55 Sq. Yd. $ $ d

PCC Sidewalk, 4-inch Thick, Exposed Sand

Finish over 4 inches of 1" -0 Crushed Aggregate

Base

115 Sq. Yd. $ $ e

PCC Sidewalk, 8-inch Thick, 1-foot Band with

Fine Brushed Finish over 4 inches of 1" -0

Crushed Aggregate Base

10 Sq. Yd. $ $ f Detectable Warning Surface 12 Sq. Ft. $ $

D12 Storm Sewer Pipe a

15-inch PVC, ASTM D3034, SDR 35, Complete

Installation Including Excavation, Granular

Backfill, and Shoring

15 Lin. Ft. $ $ b Daylight Existing Downspout Through Curb, 3034 PVC, SDR35 or SCH 40 PVC (All Sizes) 2 Each $ $

D13 Storm Sewer Catch Basins a Type 2 Catch Basin with 12-inch Sump 1 Each $ $

D14 Landscaping a Imported Planting Soil 20 Cu. Yd. $ $ b Shrubs - 2 Gallon 8 Each $ $ c Shrubs - 1 Gallon 16 Each $ $ d Root Barrier (18-inch High, All Sides of Planters with Trees) 64 Lin. Ft. $ $

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-23 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price e Bark Mulch (2-inch Thick Hemlock Medium

Fresh) 1 Cu. Yd. $ $

D15 New Irrigation System a Fully Automatic Irrigation System; Complete 125 Sq. Ft. $ $ b Irrigation Sleeves 83 Lin. Ft. $ $

D16 Permanent Striping and Pavement Markings a Parking Pavement Markings Type B-HS 290 Lin. Ft. $ $ b Pavement Legend, Type B-HS: "Accessibility

Parking Spaces Symbol" 1 Each $ $

D17 Permanent Signing a Remove and Reinstall Existing Signs on New

Supports/Post 6 Each $ $ b New Steel Pipe Sign Supports 6 Each $ $ c Street Improvement and Funding Signs 2 Each $ $

D18 Site Furnishings a Remove and Reinstall Miscellaneous Furnishings All Req'd Lump Sum $ $

D19 Electrical a Remove Existing Junction Box 2 Each $ $ b Remove Existing Conduit 20 Lin. Ft. $ $

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-24 Bid Form and Bid Supplements

Lump Sum Price Figures

Total Amount

Quantity x Unit Price c

Install Salvaged Pedestrian Light Pole on New

Foundation with 11-inch to 9-inch Bolt Ring

Adaptors

2 Each $ $ d JB/2 Box and Lid marked "STREET LIGHTING" 5 Each $ $ e 3-inch Roadway Illumination Conduit; Complete 500 Lin. Ft. $ $ f Chemeketa Street Circuits All Req'd Lump Sum $ $

$TOTAL BID (GENERAL COSTS + SCHEDULE A + SCHEDULE B + SCHEDULE C + SCHEDULE D)

Subtotal Schedule D - Chemeketa Street

Phase 5 Streetscape (2024b)

Bid No. 256107 / Project No. 682115-2 ADD 00410-25 Bid Form and Bid Supplements