HomeMy WebLinkAboutEagle-Elsner Inc ~ 32600007
CITY OF TIGARD - CONTRACT SUMMARY & ROUTING FORM
Contract Overview
Contract/Amendment Number: 32600007
Contract Start Date: 8/5/2025 Contract End Date: 10/31/2025 (substantial completion)
Contract Title: 2025 PMP Pavement Rehabilitation
Contractor Name: Eagle-Elsner, Inc.
Contract Manager: Nichole George
Department: PW -ENG
Contract Costs
Original Contract Amount: $1,916,506.00
Total All Previous Amendments: n/a
Total of this Amendment: n/a
Total Contract Amount: $1,916,506.00
Procurement Authority
Contract Type: Public Improvement
Procurement Type: Formal ITB >$150K
Solicitation Number: 2025-23
LCRB Date: 7/22/25
Account String: Fund-Division-Account Work Order – Activity Type Amount
FY 26 4128000-56005 CP 95001-EXTERNAL-CONS $1,916,506.00
FY
Contracts & Purchasing Approval
Purchasing Signature:
Comments:
DocuSign Routing
Route for Signature Name Email Address
Contractor Mary Meirow mary@eagle-elsner.com
City of Tigard Brent Stockwell Brent.stockwell@tigard-or.gov
Final Distribution
Contractor Mary Meirow mary@eagle-elsner.com
Project Manager Nichole George nicholeg@tigard-or.gov
CIP Manager Laura Barrie laurab@tigard-or.gov
Project Admin Shauna Large shauna@tigard-or.gov
Buyer Rosie McGown Rosie.mcgown@tigard-or.gov
City of Tigard
13125 SW Hall Blvd
Tigard, Oregon 97223
Phone: (503) 639-4171
Fax: (503) 684-7297
CONTRACT DOCUMENTS
for the construction of
2025 PAVEMENT REHABILITATION PROJECT
Invitation to Bid No. 2025-23
Single Point of Contact: Rosie McGown
Contracts and Purchasing Manager
Email: rosie.mcgown@tigard-or.gov
Phone: (503) 718-7236
Submit one (1) copy in portable document format (pdf).
Submit Bid To: ContractsPurchasing@tigard-or.gov
Bid Due: Thursday, July 3, 2025 – 2:00 PM Local Time
Deadline for Questions: Thursday, June 26rd, 2025 – 10:00 AM Local Time
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ADVERTISEMENT FOR BIDS
CITY OF TIGARD
2025 PAVEMENT REHABILITATION PROJECT
The City of Tigard will receive sealed Bids from qualified firms submitted electronically to the Contracts and
Purchasing Department at contractspurchasing@tigard-or.gov until 2:00 pm local time, July 3, 2025 for the 2025
Pavement Rehabilitation project. Bids will be opened and publicly read aloud immediately after the Bid Closing
time and date via conference call at (971) 203-2862. Conference ID 556 971 009#
The project generally consists of the following:
A. Construction of asphaltic pavement inlays and overlays
B. Construction of aggregate base for roadways
C. Asphalt concrete removal (grinding)
D. Roadway excavation
E. Temporary signage, protection, and traffic control
F. Striping and pavement markings
G. Construction of concrete curbs ramps and sidewalk
H. Performance of additional and incidental work as called for by the specifications and plans.
Basis of Bid Award shall incorporate all items identified on the Bid Schedule.
Pursuant to Tigard Public Contracting Rule 30.055, all Bidders must submit a Bid security to the City along with
their Bid in an amount equal to ten percent (10%) of their Bid. Because the City’s estimate of contract value
exceeds $100,000, Bidders must submit a First Tier Subcontractor Disclosure Form, provided in this Bid Booklet,
to the City no later than 4:00 pm local time, July 3, 2025.
The provisions of ORS Chapters 279A and 279C and all other Oregon and Federal provisions pertaining to
minimum salaries and wages shall be incorporated by reference as if fully set forth in any Contract resulting from
this Advertisement for Bid. Contractor shall provide proof to the City prior to the beginning of any of the work
that the Contractor has filed a public works bond with a corporate surety in the amount of $30,000 with the
Construction Contractors Board as required under Oregon Prevailing Wage Rate (PWR) law.
No Bid will be considered unless fully completed in a manner provided in the Bid Packet. Facsimile Bids will not
be accepted nor will Bids be accepted after the stated Bid Closing. Bids received after the Bid Closing will be
returned to the submitting firm unopened after a Contract has been awarded for the required services.
Bid Documents may be downloaded from the City of Tigard website at www.tigard-or.gov/bids. The City may
reject any Bid not in compliance with all prescribed public bidding procedures and requirements and may reject
for good cause any or all Bids upon a finding of the City if it is in the public interest to do so.
All questions about the meaning or intent of the Bid Documents shall be submitted to the Contracts and
Purchasing Department at contractspurchasing@tigard-or.gov with any questions. Clarifications to the Bid
Documents will be made by addenda only. Oral statements may not be relied upon by Bidders and will not be
binding or legally effective.
Published: Daily Journal of Commerce
Date: June 18, 2025
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TABLE OF CONTENTS
ADVERTISEMENT FOR BIDS .................................................................................................................................................... 2
ATTACHMENT A – BIDDER’S CHECKLIST ............................................................................................................................ 4
ATTACHMENT B – BID ............................................................................................................................................................ 5
ATTACHMENT C – BID CERTIFICATION ............................................................................................................................ 18
ATTACHMENT D – FIRST TIER SUBCONTRACTOR DISCLOSURE FORM ....................................................................... 19
ATTACHMENT E – BID BOND ............................................................................................................................................. 20
ATTACHMENT F – PUBLIC IMPROVEMENT CONTRACT .................................................................................................. 21
ATTACHMENT G – PERFORMANCE BOND........................................................................................................................ 26
ATTACHMENT H – PAYMENT BOND ................................................................................................................................. 28
ATTACHMENT I – OREGON PREVAILING WAGE RATES ................................................................................................ 30
ATTACHMENT J – GENERAL CONDITIONS ....................................................................................................................... 31
ATTACHMENT K – SPECIAL PROVISIONS ........................................................................................................................ 157
ATTACHMENT L – ODOT UTILITY PERMIT .................................................................................................................. 219
DRAWINGS
Available for download from the City of Tigard website at www.tigard-or.gov/bids.
2025 PAVEMENT REHABILITATION PROJECT ..................................................................... DATED JUNE 2025
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ATTACHMENT A – BIDDER’S CHECKLIST
CITY OF TIGARD
2025 PAVEMENT MANAGEMENT PROGRAM
2025 PAVEMENT REHABILITATION PROJECT
FORMS TO EXECUTE FOR SUBMISSION OF BID
The Bidder's attention is especially called to the following forms which must be executed in full before Bid is
submitted:
ATTACHMENT B - BID
ATTACHMENT C – BID CERTIFICATION
ATTACHMENT D – FIRST TIER SUBCONTRACTOR DISCLOSURE FORM: within 2 hours of Bid
Closing.
ATTACHMENT E – BID BOND
FORMS TO EXECUTE AFTER AWARD OF BID
ATTACHMENT F – PUBLIC IMPROVEMENT CONTRACT – PWR COVERED CONTRACT
ATTACHMENT G – PUBLIC IMPROVEMENT CONTRACT – PERFORMANCE BOND
ATTACHMENT H – PUBLIC IMPROVEMENT CONTRACT – PAYMENT BOND
Certificate of Insurance including Additional Insured Provision in accordance with the Public Improvement
Contract.
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SCOPE FOR BID SCHEDULE
Measurement and payment for all Work shown or specified herein will be made on a unit or lump sum price basis
in accordance with the prices set forth in the Bid Schedule for individual items of Work. Contractor shall make
a careful assessment when preparing the Bid.
The items listed below refer to and are the same pay items listed in the Bid Schedule. They constitute all of the
pay items for the completion of the Work. No direct or separate payment will be made for providing
miscellaneous temporary or accessory services or all other items not specifically named in specific Bid item
description and needed for prosecution of the Work, and all other requirement of the Contract Documents.
Compensation for all such services, things and materials shall be included in the prices stipulated for the lump
sum and unit price pay items listed herein.
The prices stated in the Bid Schedule, include overhead and profit and all costs and expenses for bonds, insurance,
taxes, labor, equipment, materials, commissions, transportation charges and expenses, patent fees and royalties,
labor for handling materials during inspection, together with any and all other costs and expenses for performing
and completing the Work, complete and in place, as shown on the Plans and specified herein. The basis of
payment for an item at the lump sum or unit price shown in the Bid Schedule shall be in accordance with the
description of that item in this Section.
BID ITEM DESCRIPTIONS: 2025 PAVEMENT REHABILITATION PROJECT
The following Bid Item Descriptions summarize the measurement and payment for each of the items in the Bid
Schedule for the 2025 Pavement Rehabilitation project and are included below for the Contractor’s
convenience. For specific details of measurement and payment, see the Special Provisions.
BID ITEM NO 1. EXTRA WORK AS AUTHORIZED
Comply with Section 00197 of the Standard Specifications.
Extra work as authorized by the Owner shall be measured and paid on a force account basis in accordance with
Section 00197 of the standard specifications.
BID ITEM NO 2. MOBILIZATION
Comply with Section 00210 of the Standard Specifications.
Measurement shall be on a lump sum (LS) basis per Section 00210.80 of the Standard Specifications.
Payment shall be per Section 00210.90 of the Standard Specifications, including all preparatory work and
operations necessary for the movement of personnel, equipment, materials and incidentals to the project site and
for all other costs incurred before the beginning of work as well as any other work included in the Contract
Documents which is not specifically listed in other Bid items.
The amounts paid for mobilization in the Contract progress payment will be based on the percentage of the
Original Contract amount that is earned from other Contract items.
When 5% is earned, either 50% of the amount for mobilization or 5% of the original Contract amount, whichever
is the least.
When 10% is earned, either 100% of mobilization or 10% of the original Contract amount, whichever is the least.
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When all work is completed, amount of mobilization exceeding 10% of the original Contract amount.
This schedule of mobilization progress payments will not limit or preclude progress payments otherwise provided
by the Contract.
BID ITEM NO 3. TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE FOR
DURHAM ROAD
BID ITEM NO 4. TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE FOR
GAARDE STREET
BID ITEM NO 5. TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE
VENTURA PLACE
BID ITEM NO 6. TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE FOR
VENTURA DRIVE
BID ITEM NO 7. TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE FOR
WALNUT STREET
BID ITEM NO 8. TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE FOR
CANTERBURY LANE
BID ITEM NO 9. TEMPORARY WORK ZONE TRAFFIC CONTROL, COMPLETE FOR
SCOFFINS STREET
Comply with Section 00225 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a lump sum (LS) basis per Section 00225.80 of the Standard Specifications.
Payment shall be per Section 00225.90(a)(1) of the Standard Specifications, including all labor, equipment,
materials and all other miscellaneous incidentals and work necessary for installing, maintaining, and removing all
necessary traffic control measures including providing Portable Changeable Message Signs as required. Payment
shall also include all temporary structures or surfacing’s necessary to maintain adequate traffic control around the
work zones. Removal of pavement lines, bars, and legends necessary to accommodate temporary and permanent
roadway striping shall be considered incidental to this bid item. All necessary coordination with City of Tigard,
Washington County, and/or ODOT staff to shut off or modify signal timing as needed to safely direct traffic
through the work zone shall be considered incidental. No additional payment will be made for work completed
during night hours as specified.
BID ITEM NO 10. REMOVAL OF CURBS
Comply with Section 00310 of the Standard Specifications and as modified in the Special Provisions.
Measurement shall be on a linear foot (LF) basis per Section 00310.80.
Payment for this item shall be on a linear foot basis per Section 00310.91 and represents full payment for all labor,
equipment, and materials necessary to sawcut, remove, haul and dispose of cement concrete curbs and aggregate
to the limits and depths as shown on the Plans and as directed by the Engineer. No separate or additional payment
will be made to remove curbs by hand adjacent to walls or existing structures as required by the Plans.
BID ITEM NO 11. REMOVAL OF WALKS AND DRIVEWAYS
Comply with Section 00310 of the Standard Specifications and as modified in the Special Provisions.
Measurement shall be on a square yard (SY) basis per Section 00310.80.
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Payment for this item shall be on a square yard basis per Section 00310.91 and represents full payment for all
labor, equipment, and materials necessary to sawcut, remove, haul and dispose of cement concrete walks,
driveways and aggregate to the limits and depths as shown on the Plans and as directed by the Engineer.
BID ITEM NO 12. CLEARING AND GRUBBING
Comply with Section 00320 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a lump sum basis (LS) basis per Section 00320.80.
Payment for this item shall be on a lump sum basis per Section 00320.90 including all labor, equipment, materials,
and all other miscellaneous incidentals and work necessary to complete all clearing, grubbing, disposal, cleanup
work, vegetation, and tree removal.
BID ITEM NO 13. GENERAL EXCAVATION
Comply with Section 00330 of the Standard Specifications and as modified in the Special Provisions.
Measurement shall be on the excavation basis per cubic yard (CY) per Section 00330.81.
Payment for this item shall be on a cubic yard basis per Section 00330.91 and represents full payment for all labor,
equipment, and materials necessary to sawcut, remove, haul and dispose of surfacing’s, aggregate and soils within
the roadway prism to the limits and depths as shown on the Plans and as directed by the Engineer for road
rehabilitation and curb ramp reconstruction. Payment for removal of concrete structures as part of curb ramp
retrofits will be measured and paid separately. Payment for structure adjustments and utility installation excavation
shall be considered incidental.
BID ITEM NO 14. 12-INCH DEPTH SUBGRADE STABILIZATION
Comply with Section 00331 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a square yard (SY) basis per Section 00331.80.
Payment shall be on a square yard basis per Section 00331.90 including all labor, equipment, materials, and all
other miscellaneous incidentals and work necessary to construct subgrade stabilization as shown on the Plans or
as directed by the Engineer.
BID ITEM NO 15. SUBGRADE GEOTEXTILE
Comply with Section 00350 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a square yard (SY) basis per Section 00350.80.
Payment shall be on a square yard (SY) basis per Section 00350.90 including all labor, equipment, materials, and
all other miscellaneous incidentals and work necessary to install subgrade geotextile.
BID ITEM NO 16. CONCRETE INLET, TYPE CG-2
Comply with Section 00470 of the Standard Specifications.
Measurement shall be on a per each (EA) basis per Section 00470.80.
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Payment shall be on a per each basis per Section 00470.90 including all labor, equipment, materials, and all
other miscellaneous incidentals and work necessary remove existing basins and to furnish and install new
concrete curb inlets, including excavation, haul, and disposal of spoils.
BID ITEM NO 17. ADJUSTING BOXES
Comply with Section 00490 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a per each (EA) basis per Section 00490.80.
Payment shall be on a per each basis per Section 00490.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to make minor adjustments to existing utility boxes and covers.
BID ITEM NO 18. ADJUSTING CATCH BASINS
Comply with Section 00490 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a per each (EA) basis per Section 00490.80.
Payment shall be on a per each basis per Section 00490.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to make minor adjustments to existing pre-cast catch basins
including adjusting existing precast sections, providing new precast sections and all other work and materials
necessary to adjust the structure to finish grade.
BID ITEM NO 19. REPLACE WATER VALVE BOXES
Comply with Section 00490 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a per each (EA) basis per Section 00490.80.
Payment shall be on a per each basis per Section 00490.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to remove and replace existing water valve cans and valve stem
risers including removing and disposing of existing materials, furnishing and installing new cast iron water boxes,
lids and PVC valve stem risers and all excavation, backfill and compaction necessary to complete the installation.
Raising the new valve can finish grade during paving shall be considered incidental.
BID ITEM NO 20. MINOR ADJUSTMENT OF MANHOLES
Comply with Section 00490 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a per each (EA) basis per Section 00490.80.
Payment shall be on a per each basis per Section 00490.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to make minor adjustments to existing manholes including
adjustments completed by installing new prefabricated paving rings, installing new frames and adjustments made
by removing, resetting, or installing new concrete grade rings.
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BID ITEM NO 21. RECONDITIONING EXISTING ROADWAY
Comply with Section 00610 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a square yard (SY) basis per Section 00610.80.
Payment shall be on a square yard basis per Section 00610.90 including all labor, equipment and materials
necessary to trim, shape, finish, compact and proof-roll existing roadway subgrade in preparation for new
asphalt concrete pavement placement. Payment also includes all materials, equipment and labor necessary to
protect the subgrade from damage prior to new asphalt concrete pavement construction.
No additional payment will be made for additional grading necessary to re-establish existing drainage patterns
and providing a smooth and drivable roadway free of ruts, depressions and irregularities.
BID ITEM NO 22. COLD PLANE PAVEMENT REMOVAL, 0-2 INCH DEEP
BID ITEM NO 23. COLD PLANE PAVEMENT REMOVAL, 2-2.5 INCH DEEP
BID ITEM NO 24. COLD PLANE PAVEMENT REMOVAL, 4.5 INCH DEEP
Comply with Section 00620 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a square yard (SY) basis per Section 00620.80.
Payment shall be on a square yard basis per Section 00620.90 including all labor, equipment, materials, and all
other miscellaneous incidentals and work necessary to cold plane existing asphalt pavement to the depths
specified on the Plans, and disposing of waste material.
If the Contractor elects to use cold planning to remove existing pavement in areas where the Plans indicate
pavement removal to full depth, this work will be paid per 00330.
BID ITEM NO 25. 3/4 INCH - 0 AGGREGATE BASE
Comply with Section 00641 of the Standard Specifications as modified in the Special Provisions
Measurement shall be on a cubic yard (CY) basis per Section 00641.80 to the neat line measurements and depths
shown in the Plans.
Payment shall be on a cubic yard basis per Section 00641.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to furnish, place, grade, and compact aggregate base. All necessary
quality control testing shall be considered incidental.
BID ITEM NO 26. FOG SEAL
Comply with Section 00705 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a square yard (SY) basis per Section 00705.80.
Payment shall be on a square yard bases per Section 00705.90 including all labor, equipment, materials, and all
other miscellaneous incidentals and work necessary to furnish and place emulsified asphalt fog coat on existing
streets where shown on the Plans. Payment shall also include all necessary removal of existing pavement markings
and street cleaning prior to sealing.
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BID ITEM NO 27. LEVEL 2, 1/2 INCH DENSE ACP MIXTURE
BID ITEM NO 28. LEVEL 3, 1/2 INCH DENSE ACP MIXTURE
BID ITEM NO 29. LEVEL 3, 1/2 INCH DENSE ACP MIXTURE WITH FIBERS
Comply with Section 00744 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a tonnage (TON) basis per Section 00744.80.
Payment shall be on a tonnage basis per Section 00744.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to furnish, place, grade, compact, and finish asphalt pavement of
the type noted. No separate or additional payment will be made for ACP placed as a leveling course, quality
control testing, tack coat or mix design additives.
BID ITEM NO 30. 2 INCH DEPTH ASPHALT CONCRETE INLAY REPAIR
Comply with Section 00749 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a square yard (SY) basis per Section 00749.80.
Payment shall be on a square yard basis per Section 00749.90 including all labor, equipment, materials, and all
other miscellaneous incidentals and work necessary to remove additional pavement to the depths shown in the
Plans or as required by the Engineer.
Asphalt pavement furnished and placed to replace the additional depth removed shall be paid under other bid
items.
BID ITEM NO 31. CONCRETE CURBS, CURB AND GUTTER
BID ITEM NO 32. CONCRETE CURBS, STANDARD CURB
BID ITEM NO 33. CONCRETE CURBS, GRADE CORRECTION
Comply with Section 00759 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a linear foot (LF) basis per Section 00759.80.
Payment shall be on a linear foot basis per Section 00759.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to furnish, place, joint, and finish concrete curb. No additional
payment will be made for form adjustments directed by the Engineer to meet ADA requirements. All necessary
quality control testing shall be considered incidental.
BID ITEM NO 34. CONCRETE WALKS
Comply with Section 00759 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a square foot (SF) basis per Section 00759.80.
Payment shall be on a square foot basis per Section 00759.90 including all labor, equipment, materials, and all
other miscellaneous incidentals and work necessary to furnish, place, joint, and finish concrete walks and curb
ramps, including detectable warning surfaces. No additional payment will be made for form adjustments directed
by the Engineer to meet ADA requirements. All necessary quality control testing shall be considered incidental.
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BID ITEM NO 35. CONCRETE DRIVEWAYS
Comply with Section 00759 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a square foot (SF) basis per Section 00759.80.
Payment shall be on a square foot basis per Section 00759.90 including all labor, equipment, materials, and all
other miscellaneous incidentals and work necessary to furnish, place, joint, and finish concrete driveways
including reinforcement where required.
BID ITEM NO 36. MONO-DIRECTIONAL WHITE TYPE IAR MARKERS
BID ITEM NO 37. BI-DIRECTIONAL YELLOW TYPE IAR MARKERS
BID ITEM NO 38. BI-DIRECTIONAL BLUE TYPE IAR MARKERS
Comply with Section 00855 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a per each (EA) basis per Section 00855.80.
Payment shall be on a per each basis per Section 00855.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to furnish and install pavement markers as shown on the Plans.
BID ITEM NO 39. THERMOPLASTIC, EXTRUDED, SURFACE, NON-PROFILED
Comply with Section 00860 of the Standard Specifications.
Measurement shall be on a linear foot (LF) basis per Section 00860.80.
Payment shall be on a linear foot basis per Section 00860.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to furnish and install thermoplastic pavement markings as shown
on the Plans. No additional or separate payment will be made for the removal of existing pavement markings
necessary to transition new striping to existing striping.
BID ITEM NO 40. PAVEMENT LEGEND, TYPE B-HS: ARROWS
BID ITEM NO 41. PAVEMENT LEGEND, TYPE B-HS: BICYCLE LANE STENCIL
Comply with Section 00867 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a per each (EA) basis per Section 00867.80.
Payment shall be on a per each basis per Section 00867.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to furnish and install pavement legends.
BID ITEM NO 42. PAVEMENT BAR, TYPE B-HS
Comply with Section 00867 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a square foot (SF) basis per Section 00867.80.
Payment shall be on a square foot basis per Section 00867.90 including all labor, equipment, materials, and all
other miscellaneous incidentals and work necessary to furnish and install pavement bar markings.
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BID ITEM NO 43. CROSSWALK CLOSURE BARRICADE
Comply with Section 00902 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a per each (EA) basis per Section 00902.80.
Payment shall be on a per each basis per Section 902.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to install crossing closure signage as indicated on the Plans.
BID ITEM NO 44. PERMANENT SIGNING
Comply with Section 00905 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a lump sum (LS) basis per Section 00905.80.
Payment shall be on a lump sum basis per Section 905.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to remove, reinstall, relocate street and pedestrian signs, install new
signs as shown including supports, and install new support footings or anchors. Payment shall also include
temporary supports necessary to maintain signage during construction.
BID ITEM NO 45. ROADSIDE RESTORATION
Comply with Section 01020 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a lump sum (LS) basis per Section 01020.80.
Payment shall be on a lump sum basis per Section 01020.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to furnish and place topsoil, compost, mulch, seeding, plantings
and reconstructing landscape features, including landscape walls, in order to restore disturbed areas to pre-
construction conditions or as indicated on the plans.
BID ITEM NO 46. RELOCATE MAILBOXES
Comply with Section 01070 of the Standard Specifications as modified in the Special Provisions.
Measurement shall be on a per each (EA) basis per Section 01070.80.
Payment shall be on a per each basis per Section 1070.90 including all labor, equipment, materials, and all other
miscellaneous incidentals and work necessary to remove, reinstall or relocate mailboxes, supports, and support
footings. Payment shall also include temporary supports necessary to maintain mail service during construction.
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