900070 addendum 1.pdf

ADDENDUM NO. 1

TO THE CONTRACT DOCUMENTS AND SPECIFICATIONS FOR

8TH AVENUE STREETSCAPE AND BIKEWAY

FEDERAL AID PROJECT: 2385(108)

ODOT KEY NO: 21378

MARCH 3, 2023 PROJECT #900070 BID NUMBER 4

TO ALL PLANHOLDERS:

The following changes shall amend and supplement the project bidding documents only to the extent specifically shown and noted. All other conditions shall remain the same.

Bidders shall incorporate the effects of these changes in the appropriate bid items included in this addendum and the total of these bid items then add in the appropriate place on the bid form.

CHANGES TO BID SCHEDULE:

(DELETE) Original Bid Schedule with printed date of 2/10/2023.

(ADD) Revised Bid Schedule with printed date of 3/3/2023

CHANGES TO SPECIAL PROVISIONS:

00180.43 Contract Work Phases

(REPLACE) The last bullet under paragraph (a) with the following:

Construction of stormwater planters on W Park St, S Park St, E Park St, and Oak St south and north of 8th Ave.

00180.40(a) In General –

(ADD) To the end of the second to last bullet:

“Contractor shall provide markets with temporary ramps for vehicle access to the Park Blocks mid-block for both markets by the end of day on Fridays per Engineer’s direction.”

(ADD) To the end of the bulleted list:

Opening the street to two-way traffic for both Phase 1 and Phase 2 may occur at the same time at the end of Phase 2 as long as temporary one-way striping is provided for Phase 1.

Addendum #1 – Job #900070 Page 2

00180.50(h) Contract Time

(ADD) To the end of subparagraph (1):

“W Park St and Oak St intersections shall not be closed at the same time.

Intersection closures for W Park St, Oak St, and E Park St shall not be closed more than three days and shall be re-opened on the weekends. Oak St and E Park St intersections may be closed at the same time if needed.”

(DELETE) 00222.80(c) Time Basis

00330.80 Measurement

(REPLACE) 31.8 CY with 21.2 CY under the bullet for station 35+50 to 40+63.

00330.91(d) General Excavation

(REPLACE) The last two bullets under the “Includes” bulleted list with the following:

o Excavation of tree pits and stormwater planters to design depths.

00490.90 Payment

(ADD) “as referenced on Sheet P-11 only” to the end of the paragraph for “Item (f)”.

00744.80 Measurement

(ADD) The approximate pre-level course ACP quantities for each street segment of the project are broken down as follows:

Project Phase - Paving Pre-Level Course (Tons) W Park St to E Park St 52.0 W Park St (North of 8th Ave) 2.5 W Park St (South of 8th Ave) 15.9 Oak St (North of 8th Ave) 1.2 Oak St (South of 8th Ave) 0.7 E Park St 7.6 E Park St to High St 53.1 Total 157.6

All other street segments do not require a pre-level course and are not included in the above table.

(ADD) 00759.56 Tree Pits – Install Expanded Root Zone soil and reinforced concrete in coordination with other work in this Section and as follows per sheets TSQ XX:

(a) EXAMINATION - Examine the conditions under which the Tree Pits are to be installed.

Addendum #1 – Job #900070 Page 3

1. Carefully check and verify dimensions, quantities, and grade elevations.

2. Carefully examine the Drawings to become familiar with the existing underground conditions before digging. Verify the location of aboveground and underground utility lines, infrastructure, other improvements, and existing trees, shrubs, and plants to remain including their root system.

3. Notify the Contractor and the Project Manager in writing in the event of conflict between existing and new improvements, of discrepancies, and other conditions detrimental to proper and timely completion of the installation.

4. Obtain written approval of changes to the Work prior to proceeding.

Proceed with installation only after changes have been made and unsatisfactory conditions have been corrected.

(b) PREPARATION

1. Take proper precautions as necessary to avoid damage to existing improvements and plantings.

2. Prior to the start of Work, layout and stake the limits of excavation and horizontal and vertical control points sufficient to install the complete system.

3. Coordinate installation with other trades that may impact the completion of the Work.

(c) TEMPORARY PROTECTION

1. Protect open excavations and tree pit system from access and damage both when Work is in progress and following completion, with highly visible construction tape, fencing, or other means until related construction is complete.

2. Do not drive vehicles or operate equipment over the tree pit system until the final surface material has been installed.

(d) EXCAVATION

1. Excavate to the depths and shapes indicated on the Drawings. Provide smooth and level excavation base free of lumps and debris.

2. Do not over-excavate existing soil beside or under the limits of excavation required for installation.

3. Confirm that the depth of the excavation is accurate and includes the full section of materials required to place the subbase aggregate, expanded root zone soil, and concrete profile as indicated on the Drawings.

4. Excavate beyond the perimeter of the tree pit to allow for:

i. The extension of aggregate subbase beyond the tree pit layout as shown on the Drawings.

ii. Adequate space for proper compaction of backfill around the system.

Addendum #1 – Job #900070 Page 4

(e) INSTALLATION OF GEOGRID, BACKFILL AND EXPANDED ROOT ZONE

SOIL

1. Place the first lift of Expanded Root Zone Soil in the tree pit to approximately the midpoint.

a. Level the Expanded Root Zone Soil throughout the pit.

b. Walk-through the placed Expanded Root Zone Soil to remove air pockets and settle the soil.

i. Lightly compact soils by walking through the soil following placement.

ii. Walk through compaction shall result in 75-85 percent of maximum dry density in accordance with ASTM D698, Standard Proctor Method. Do not exceed root limiting compaction for the given soil type.

2. Compact the first lift of backfill material outside of Expanded Root Zone, previously spread, to 95 percent of maximum dry density in accordance with ASTM D698, Standard Proctor Method or in accordance with Project Specifications for hardscape areas, whichever is greater.

3. Add and compact additional backfill material so that the final finished elevation is at approximately the same level as the Expanded Root Zone Soil.

a. As shown, install the geogrid around the exterior of the Expanded Root Zone. Not all Expanded Root Zones include geogrid.

4. Place the second lift of backfill material loosely around the exterior of the

Expanded Root Zone, and the sides of the excavation so that the material is 2 to 3 inches below the top of the tree pit. Do not compact.

5. Install and compact backfill material in the space between the tree pits and the sides of the excavation. Backfill Expanded Root Zone Soil per specifications, supplemented with the following:

a. If the Expanded Root Zone Soil becomes overly compacted, remove the soil and reinstall.

(f) FINAL BACKFILL PLACEMENT AND COMPACTION

1. Place and compact final lift of backfill material to 95 percent of maximum dry density in accordance with ASTM D698, Standard Proctor Method, such that the backfill is flush with the top. Do not allow compacting equipment to come in contact with the decks.

(g) OVER THE TREE PIT

1. Ensure geotextile is as specified in materials.

2. Place geotextile over the top of the tree pit under the proposed walk and extend to the edge of the excavation. Overlap joints a minimum of 18 inches. Leave enough slack in the geotextile for the aggregate course to push the geotextile down.

3. Install the aggregate course (including aggregate setting bed if installing unit pavers) over the geotextile immediately after completing the installation of the fabrics. Work the aggregate from one side of the layout to the. Do not apply aggregate in several locations at the same time.

Addendum #1 – Job #900070 Page 5

4. Maintain equipment used to place aggregate course completely outside the limits of the tree pit excavation area to prevent damage.

5. Compact aggregate course(s) to 95 percent of maximum dry density in accordance with ASTM D698, Standard Proctor Method. Utilize a vibration or plate compactor with a maximum weight of 800 lbs.

6. Do not drive vehicles or operate equipment over the completed aggregate course.

(h) INSTALLATION OF CONCRETE TOPPING ABOVE THE TREE PIT

1. Place concrete topping material over the tree pit system. Take care when placing paving or other backfill on top of system to prevent damage.

2. Place paving material over tree pit system in accordance with the Drawings.

3. The tree pit system does not fully meet loading strength until the final paving is installed. Do not operate construction equipment on top of the tree pit system until paving installation has been completed.

(i) INSTALLATION OF EXPANDED ROOT ZONE SOIL WITHIN THE TREE

PLANTING AREA

1. Prior to planting trees, install additional Expanded Root Zone Soil within the tree openings, to the depths indicated on the Drawings

2. Remove rubble, debris, dust and silt from the top of the Expanded Root Zone Soil within the tree opening that may have accumulated after the initial installation of the Expanded Root Zone Soil within the tree pit.

3. Assure that the plating soil under the tree root ball is compacted for the entire soil depth to 85-90% to prevent settlement of the root ball.

4. Use the same soil used within the tree pit for Expanded Root Zone Soil within the tree openings.

(j) PROTECTION

1. Keep construction traffic away from the limits of the tree pits until the final pavement profile is in place. No vehicles shall drive directly on the tree pit deck or aggregate course.

2. Provide fencing and other barriers to prevent vehicles from entering into the tree pit area.

00759.90 Payment

(ADD) The 18 inch overlap of rebar within the adjacent walk panel shall be incidental to the

“Concrete Walk, 7 Inches, Reinforced” bid item.

01040.14 Topsoil

(ADD) (e) Expanded Root Zone Soil - Following the general provisions for topsoil and incorporating the following amendments conforming to the following:

Addendum #1 – Job #900070 Page 6

(1) General Composition - Use material that is a blend of 65-70% loamy soil (by volume), 20-25% compost (by volume), 5% Biochar (by volume), 5% Zeolite (by volume) and meets the other criteria in this specification.

(2) Analysis Requirements for the Blended Material:

a. Particle Gradation - A sieve analysis of the blended material, including compost, shall be conducted in conformance with ASTM C117/C136, AASHTO T11/T27, ASTM D422/D1140, or ASTM D6913. The analysis shall include the following sieve sizes: 1 inch, 3/8 inch, #4, #10, #20, #40, #60, #100, #200. The gradation of the blend shall meet the following gradation criteria.

Sieve Size Percent Passing

1 inch 100

#4 75 – 100

#10 40 – 100

#40 15 – 50

#100 5 – 25

#200 5 - 15

b. Acidity - The pH (Power of Hydrogen) of the blended material shall be tested and be between 6 to 8.

(3) General Requirements for the Blended Material:

The material shall be loose and easily broken into small pieces

It shall be well mixed and homogenous.

It shall be free of wood pieces, plastic, and other foreign matter.

It shall have no visible free water.

(4) Compost – Compost for Expanded Root Zone Soil shall meet the requirements of Medium Compost under Section 03020.

01040.16 Soil Amendments

(ADD) Add to the end of the bulleted list:

Zeolite Biochar Organic Amendment

Suitability requirements for biochar as an organic amendment.

Addendum #1 – Job #900070 Page 7

Parameter Test Method1 Requirement

Feedstock None – Contractor certification Must be produced from either a wood, nut shell, or coconut shell feedstock.

May not be produced from grass or other friable feedstocks

Production Temperature Regime

None – Contractor certification Shall be produced under pyrolysis or oxygen limited conditions and heated to a Highest Treatment Temperature (HTT) of at least 500 degrees celsius

Post-production treatment

None – Contractor certification May be treated after production to upgrade or otherwise alter material. All other required parameters must still be met.

Post-production processing

None – Contractor certification Must be either rinsed or sieved to remove fine and coarse particles

Sieve Analysis

ASTM D422 or similar See Table 3-5 pH Saturation extract USDA Agricultural Handbook No. 60, Diagnosis and Improvement of Saline and Alkali Soils, method 21a, pg 102

< 10.5

Organic Carbon

Methods of Soil Analysis, Part 3 Chemical Methods, Soil Science Society of America, Inc., 1996. Combustion, chapter 34, pgs 965-977 & pgs 1001-2.

> 80%; dry weight basis

Particle Gradation – Biochar samples shall conform to particle size distribution requirements in Table 3-5. This shall be supported by laboratory analysis of particle size distribution by ASTM Method D422 or similar. Sieving and or rinsing shall be conducted as needed to meet these criteria. The gradation of the blend shall meet the following gradation criteria.

Sieve Size Percent Passing

¼” (6 mm) 95-100

#8 (2 mm) 20 – 80

#50 (.3 mm) 0 – 20

#200 (.07 mm) 0 – 5

Addendum #1 – Job #900070 Page 8

(ADD) 01040.80(h) Expanded Root Zone Soil

Expanded Root Zone Soil will be measured on the area basis.

01040.90 Payment

(ADD) Concrete removal for the installation of rock mulch per the project plans shall be incidental to the “Rock Mulch” bid item.

(ADD) (h) Expanded Root Zone Soil

The accepted quantities of Expanded Root Zone Soil will be paid for at the Contract unit price per square foot. Payment will be payment in full for furnishing and placing all Materials, and for furnishing all Equipment, labor, and incidentals necessary to complete the Work as shown and specified. Subgrade geotextile at top of tree pits under the walk panels is incidental to the Expanded Root Zone Soil.

CHANGES TO PLANS:

(REPLACE) Drawings 3, 5, 6, 8, D-10, D-11, D-12, D-13, D-19, D-20, D-21, TSQ-1, TSQ-2, TSQ-3, SP-9, SP-16, SP-18, SP-29, C-5, C-6, ST-3, ST-4, SN-3, SN-5, and TCP-1 through TCP-22 dated 2/3/2023 with Drawings 3, 5, 6, 8, D-10, D-11, D-12, D-13, D-19, D-20, D-21, TSQ-1, TSQ-2, TSQ-3, SP-9, SP-16, SP-18, SP-29, C-5, C-6, ST-3, ST-4, SN-3, SN-5, and TCP-1 through TCP-22 dated 3/2/2023 Addendum #1

(ADD) Drawing TSQ-10 dated 3/2/2023 Addendum #1

If you have questions about this addendum or the project, please contact Rachael Love at 541-501-0379 or rlove@eugene-or.gov.

All bidders shall acknowledge the receipt of and acceptance of this Addendum No. 1 by signing and submitting the signed Addendum with the bid. Bids submitted without this Addendum, or with the Addendum not signed, may be considered non-responsive according to 00120.70.

Jenifer Willer, P.E.

City Engineer

Receipt acknowledged and conditions agreed this day of , 2023.

Bidder: _____________________________

By: _____________________________

REL

REL

KM

KM

Jenifer Willer (Mar 3, 2023 10:34 PST) https://secure.na2.adobesign.com/verifier?tx=CBJCHBCAABAAehmxWLYjnxgTFJ5oii2GN9XB_nl6lEvd https://secure.na2.adobesign.com/verifier?tx=CBJCHBCAABAAehmxWLYjnxgTFJ5oii2GN9XB_nl6lEvd https://cityofeugene.na2.documents.adobe.com/verifier?tx=CBJCHBCAABAAehmxWLYjnxgTFJ5oii2GN9XB_nl6lEvd

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Project Number 900070 Project Name 8th Avenuee Streetscape and Bikeway

REVISED BID SCHEDULE

Pay Item No. Description

Quantity Unit Unit Value in $ | Extended Value in $ |

Bid Advertisement Date 2/13/2023 Inclusive through Addendum No. 1 Listed in Bold

1.00 LS

2100010 Mobilization

2250020 Temporary Pedestrian Work Zone Traffic Control

1.00 LS

2250010 Temp. Work Zone Traffic Control, Complete

2250490 Legend Removal

521.00 FT

1.00 LS

2250630 City Provided Special Info Signs

1.00 EA

2250550 Portable Changeable Message Signs

924.00 SF

2250480 Stripe Removal

2800170 Concrete Washout Facility

1.00 LS

2800010 Erosion Control

8.00 EA

2900010 Pollution Control Plan

101.00 EA

2800190 Inlet Protection

1.00 LS

2940000 Contaminated Soil Removal

1.00 LS

2900030 CWRR Report

1.00 LS

1.00 LS

2940010 Health and Safety Plan

5,000.00 FA 1 5,000

Printed on: 3/3/2023 Page 1 of 10

Project Number 900070 Project Name 8th Avenuee Streetscape and Bikeway

REVISED BID SCHEDULE

Pay Item No. Description

Quantity Unit Unit Value in $ | Extended Value in $ |

Bid Advertisement Date 2/13/2023 Inclusive through Addendum No. 1 Listed in Bold

3100020 Removal of Pipes

4.00 FT

3100100 Removal of Rock Wall

2,130.10 SF

3100095 Remove Concrete Surfacing

1.00 EA

3100090 Removal of Manholes

18.00 EA

1,424.70 FT

4150020 Mainline Video Inspection

1,271.70 CY

3300010 General Excavation

3100080 Removal of Inlets

35.00 FT

1.00 LS

4420015 CSLM Cap Over Duct Bank, 2 Inches Thick

132.00 FT

4300120 4" Perforated PVC Drain Pipe

1,146.50 FT

4450130 10 Inch PVC Storm Pipe

70.10 FT

4450095 3 Inch PVC Pipe

4.00 EA

4451470 3" Cleanout

278.20 FT

4450140 12 Inch PVC Storm Pipe

20.00 EA

4700030 Concrete Stormwater Manhole

Printed on: 3/3/2023 Page 2 of 10

Project Number 900070 Project Name 8th Avenuee Streetscape and Bikeway

REVISED BID SCHEDULE

Pay Item No. Description

Quantity Unit Unit Value in $ | Extended Value in $ |

Bid Advertisement Date 2/13/2023 Inclusive through Addendum No. 1 Listed in Bold

2.00 EA

4700260 Concrete Inlets, Type 2-1/2A

29.00 EA

4700410 Modified Planter Inlet

2.00 EA

4700370 Catch Basins, With Cast Iron Bike Proof Grates

33.00 EA

4900010 Minor Adjustment of Manholes

33.00 EA

4709999 Planter Overflow Inlet

4.00 EA

4900035 Modify Existing Curb Inlet

2.00 EA

4900032 Concrete Inlet Top and Lid, Type 4 A

1.00 EA

4900050 Adjusting Catch Basins

22.00 EA

4900040 Adjusting Boxes

3.00 EA

4900090 Connection to Existing Pipe

23.00 EA

4900070 Connection to Existing Structures

9.00 EA

4900120 Manhole Frame and Cover - Wastewater

1.00 EA

4900100 Extra for Manhole Over Existing Pipe

13.00 EA

4900130 Manhole Frame and Cover - Stormwater

Printed on: 3/3/2023 Page 3 of 10

Project Number 900070 Project Name 8th Avenuee Streetscape and Bikeway

REVISED BID SCHEDULE

Pay Item No. Description

Quantity Unit Unit Value in $ | Extended Value in $ |

Bid Advertisement Date 2/13/2023 Inclusive through Addendum No. 1 Listed in Bold

1.00 EA

4900152 Replace Catch Basin Frame and Bike-Proof Grate

1.00 EA

4900360 12 Inch Concrete Pipe Repair

1.00 EA

4900170 10 Inch PVC Pipe Repair

15.00 EA

4901850 Abandon Pipe in Place

4.00 EA

4901830 Plug Pipe Void in Existing Structure

6200030 Cold Plane Pavement Removal, 2 Inches Deep

1,067.20 SY

6200030 Cold Plane Pavement Removal, 3 Inches Deep

14.00 EA

4901980 Reconnect Weep Hole

6200045 Cold Plane Pavement Removal, Varies, Park Blocks

2,878.90 SY

6200040 Cold Plane Pavement Removal, 4 Inches Deep

5,833.30 SY

7440060 Level 2, 1/2 Inch ACP Mixture with 35% RAM

763.20 SY

6400050 Aggregate Working Platform, 12" thick

2,927.90 SY

7480040 12 Inch Asphalt Concrete Pavement Repair

222.00 SY

7480025 8 Inch Asphalt Concrete Pavement Repair

2,378.50 TN

360.80 SY

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Project Number 900070 Project Name 8th Avenuee Streetscape and Bikeway

REVISED BID SCHEDULE

Pay Item No. Description

Quantity Unit Unit Value in $ | Extended Value in $ |

Bid Advertisement Date 2/13/2023 Inclusive through Addendum No. 1 Listed in Bold

7560030 Plain Concrete Pavement, Dowelled, 8 inches Thick

168.60 SY

7480055 15 Inch Asphalt Concrete Pavement Repair

7590010 Concrete Curbs, Curb and Gutter

2.00 EA

7560330 Flexible to Rigid Pavement Transitions

386.90 SY

7590020 Concrete Curb, Standard Curb

41.00 FT

7590015 Concrete Curbs, 12" Wide Curb and Gutter

1,870.70 FT

7590080 Concrete Curbs, Planter Curb

1,294.20 FT

7590040 Concrete Curb, Notched Curb

22.10 FT

7590085 Concrete Curbs, 18 Inches Wide Planter Curb and Gutter

716.50 FT

7590084 Concrete Curbs, Planter Curb and Gutter

285.30 FT

7590091 Concrete Traffic Separator

26.70 FT

7590086 Concrete Curbs, 12 Inches Wide Planter Curb

177.00 FT

690.20 SF

7590147 Concrete Walks, 7 Inches Thick, Reinforced

4,232.80 SF

7590120 Concrete Driveways, 7 Inches Thick

40.40 SF

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Project Number 900070 Project Name 8th Avenuee Streetscape and Bikeway

REVISED BID SCHEDULE

Pay Item No. Description

Quantity Unit Unit Value in $ | Extended Value in $ |

Bid Advertisement Date 2/13/2023 Inclusive through Addendum No. 1 Listed in Bold

7590150 Concrete Walks, 4 Inches Thick

7590160 Concrete Walks, 7 Inches Thick

10,410.00 SF

7590151 Concrete Ramp, 4 Inches Thick

5,312.90 SF

7590361 Valley Gutter, Modified

58.70 FT

7590360 Valley Gutter

16,334.30 SF

7590390 Truncated Domes on New Surfaces

271.00 FT

7590361 Valley Gutter, 18" Wide

1,104.30 FT

7590500 Angle Inlet With Spillway

393.10 SF

7590392 Truncated Domes on New Surfaces, Radial

2,040.80 SF

7590530 Concrete Weir

1.00 EA

7590510 Parallel Covered Spillway and Splash Pad

3.00 EA

8150100 Bollards

389.50 SF

7599996 Concrete Curbs, Curb and Fillet

4.60 FT

1.00 LS

8409999 Modular Bus Island

4.00 EA

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Project Number 900070 Project Name 8th Avenuee Streetscape and Bikeway

REVISED BID SCHEDULE

Pay Item No. Description

Quantity Unit Unit Value in $ | Extended Value in $ |

Bid Advertisement Date 2/13/2023 Inclusive through Addendum No. 1 Listed in Bold

8550010 Bi-Directional White Type 1 Markers

8550090 Bi-Directional Blue Type 1AR Markers

86.00 EA

8550030 Bi-Directional Yellow Type 1 Markers

3.00 EA

8560015 Tuff Curb with Tubular Markers

31.00 EA

8560010 Permanent Surface Mounted Tubular Markers

9.00 EA

1.00 LS

8650030 Methyl Methacrylate, Extruded, Surface, Non-Profiled

1,110.00 FT

8600020 Painted Curbs

5.00 EA

18.00 EA

8670020 Pavement Legend, Type B-HS: Arrows

1,630.00 SF

8670012 Pavement Bar, Type B-HS

8670140 Pavement Legend, Type B-HS: Bicycle Lane Stencil

5.00 EA

8670139 Pavement Legend, Type B-HS: Bicycle Detector Loop Stencil

8670160 Pavement Legend, Type B-HS: On-Street Parking

23.00 EA

8670141 Pavement Legend, Type B-HS: Off Street Bicycle Stencil On Concrete

14.00 EA

4.00 EA

8670180 Pavement Legend, Type B-HS: Shared Lane Marking

84.00 EA

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Project Number 900070 Project Name 8th Avenuee Streetscape and Bikeway

REVISED BID SCHEDULE

Pay Item No. Description

Quantity Unit Unit Value in $ | Extended Value in $ |

Bid Advertisement Date 2/13/2023 Inclusive through Addendum No. 1 Listed in Bold

00 00

00 00

EA3.00

8670210 Pavement Legend, Type B-HS: Speed Hump Marking

9050020 Remove Existing Signs

1,000.00 SF

8670220 Pavement Bar, Type B-HS: Green

6.00 EA

9400020 Signs, Standard Sheeting, Sheet Aluminum

25.00 EA

9050040 Remove and Reinstall Existing Signs

25.00 EA

9700085 Adjustment of Illumination Wiring

1.00 LS

9700080 Illumination, Complete

152.00 SF

9870081 Adjustment of Telecommunications Vault Lid

10,000.00 FA 1 10,000

9870080 Telecommuncations, Complete

5,000.00 FA 1 5,000

9900020 Traffic Signal Modification, Complete

3.00 EA

9870082 Adjustment of Telecommunications Manhole Lid

3.00 EA

9900190 Major Adjustment of Junction Box

14.00 EA

9900180 Minor Adjustment of Junction Box

1.00 LS

9900025 Traffic Signal Removal, Complete

1.00 LS

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Project Number 900070 Project Name 8th Avenuee Streetscape and Bikeway

REVISED BID SCHEDULE

Pay Item No. Description

Quantity Unit Unit Value in $ | Extended Value in $ |

Bid Advertisement Date 2/13/2023 Inclusive through Addendum No. 1 Listed in Bold

00 00

24.00 EA

10200010 Tree Protection Fencing

778.10 SY

10400070 Stormwater Facility Blended Soil, 18" Deep

441.00 SF

10300090 Lawn Seeding

10400142 Plants, 3 Gallon - Install Only

1,491.00 EA

10400141 Plants, 1 Gallon - Install Only

10400290 Rock Mulch

4,243.00 SF

10400190 Bark Mulch

22,000.00 FA 1 22,000

10400144 Plants, Materials Only

3,082.00 EA

10400143 Plants, 4" Pot - Install Only

125.00 EA

10500015 Remove and Reinstall Existing Post and Chain

315.00 FT

10500010 Remove and Rebuild Chain-Link Fence

6,770.00 SF

10409999 Expanded Root Zone Soil

572.30 SF

10650040 Remove and Reinstall Trash Can

2.00 EA

10650030 Remove and Reinstall Bike Rack

5.00 EA

1.00 EA

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Project Number 900070 Project Name 8th Avenuee Streetscape and Bikeway

REVISED BID SCHEDULE

Pay Item No. Description

Quantity Unit Unit Value in $ | Extended Value in $ |

Bid Advertisement Date 2/13/2023 Inclusive through Addendum No. 1 Listed in Bold

00 00

00 00

TOTAL BID:

1.00 EA

10700040 Remove and Reinstall Existing Mailbox

10800020 Remove and Reinstall Parking Meter

26.00 EA

10800010 Remove Existing Parking Meters

3,000.00 FA 1 3,000

NO CHANGES SHALL BE MADE TO THE PAY ITEM QUANTITIES CONTAINED HEREIN. ANY CORRECTIONS TO THE

BIDDERS' ENTRIES SHALL BE MADE IN INK AND SHALL BE INITIALED BY THE BIDDER.

4000001 On The Job Training

750.00 HR 20 15,000

1120100 Irrigation Repair/Relocation

1.00 EA

10800025 Remove and Reinstall Existing Bench

22.00 EA

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