Oregon Parks and

Recreation

Department

TECHNICAL SPECIFICATIONS

For

Smith Rock State Park Visitor Improvement Project

Project Number: OPRIS #36819

Contract Number: #14564

Date: October 2026

Prepared by:

GreenWorks, PC

110 SE Main St, Suite 100

Portland, OR 97214

Oregon Parks and Recreation Department

Engineering Section

725 Summer Street NE, Suite C

Salem, Oregon 97301

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SPECIFICATIONS

PROFESSIONAL OF RECORD CERTIFICATION(S):

Seal with Signature Section # through ##

SECTION 024119 - SELECTIVE DEMOLITION

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 044300 - STONE MASONRY

SECTION 061063 - EXTERIOR ROUGH CARPENTRY

SECTION 311000 - SITE CLEARING

SECTION 312000 - EARTH MOVING

SECTION 321216 - ASPHALT PAVING

SECTION 321313 - CONCRETE PAVING

SECTION 321373 - CONCRETE PAVING JOINT SEALANTS

SECTION 321500 - AGGREGATE SURFACING

SECTION 321713 - PARKING BUMPERS

SECTION 321723 - PAVEMENT MARKINGS

SECTION 321726 - TACTILE WARNING SURFACING

SECTION 323300 - SITE FURNISHINGS

SECTION 329113 - SOIL PREPARATION

SECTION 329200 - SEEDING

SECTION 329300 - PLANTS

jigisham Ben Professional Stamp jigisham Image

Smith Rock State Park Visitor Upgrade Project

SPECIFICATIONS

PROFESSIONAL OF RECORD CERTIFICATION(S):

Seal with Signature Section # through ##

SECTION 312500 - TEMPORARY EROSION AND SEDIMENT

CONTROL

SECTION 334100 - STORM FACILITIES &UTILITY

DRAINAGE PIPING

JAdams Snapshot

Smith Rock State Park Visitor Upgrade Project

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TABLE OF CONTENTS

TABLE OF CONTENTS

Smith Rock State Park Visitor Improvement Project

TABLE OF CONTENTS

SECTION 011000 - SUMMARY OF WORK

SECTION 011019- CONTRACT CONSIDERATIONS

SECTION 012200 - MEASUREMENT AND PAYMENT

SECTION 013000 - PERMITS

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

SECTION 013300 - SUBMITTAL PROCEDURE

SECTION 014200 - REFERENCE STANDARDS

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

SECTION 015500 - PROTECTION OF CULTURAL RESOURCES

SECTION 015600 - ENVIRONMENTAL CONTROLS

SECTION 015700 - TRAFFIC CONTROL

SECTION 017300 – OPERATING AND MAINTENANCE INSTRUCTIONS ...... Error! Bookmark not defined.

SECTION 024119 - SELECTIVE DEMOLITION

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 044300 - STONE MASONRY

SECTION 061063 - EXTERIOR ROUGH CARPENTRY

SECTION 311000 - SITE CLEARING

SECTION 312000 - EARTH MOVING

SECTION 312500 - TEMPORARY EROSION AND SEDIMENT CONTROL

SECTION 321216 - ASPHALT PAVING

SECTION 321313 - CONCRETE PAVING

SECTION 321373 - CONCRETE PAVING JOINT SEALANTS

SECTION 321500 - AGGREGATE SURFACING

SECTION 321713 - PARKING BUMPERS

SECTION 321723 - PAVEMENT MARKINGS

SECTION 321726 - TACTILE WARNING SURFACING

SECTION 323300 - SITE FURNISHINGS

SECTION 329113 - SOIL PREPARATION

SECTION 329200 - SEEDING

SECTION 329300 - PLANTS

TABLE OF CONTENTS

SECTION 334100 - STORM FACILITIES & UTILITY DRAINAGE PIPING

SECTION 011000 - SUMMARY OF WORK

SECTION 011000 - SUMMARY OF WORK

PART 1 - GENERAL

1.01 SUMMARY

A. Requirements of the “State of Oregon General Conditions for OPRD Construction

Contracts” March 2026 edition, apply to the Technical Specifications and Plans for this

Project.

B. The Work shall be as shown on the Plans and as specified herein at the following location(s):

Smith Rock State Park

10260 NE Crooked River Dr.

Terrebonne, OR 97760

C. Contractor shall furnish all permits, labor, equipment, tools, supervision, materials and incidentals required to complete the Work in accordance with the Plans, Specifications and terms of the Contract. Also refer to the Invitation to Bid (“ITB”) and the Contract for additional requirements and information. Work includes, but is not limited to, the following:

1. Project 1 – Rim Rock Trail Improvements

a. A1. Mobilization

b. A2. Survey – Project Stakeout

c. A3. Erosion control

d. A4. Traffic control

e. A5. Demolition, clearing and grubbing,

f. A6. Tree Removal

g. A7. Asphalt sawcut and excavation

h. A8. General excavation and earthwork

i. A9. Rock excavation

j. A10. Base rock or shoulder backfill rock

k. A11. Pavement markings – painted striping

l. A12. Cast-in-place concrete curb

m. A13. Concrete Paving – Type 1 vehicular

n. A14. Concrete Paving – Type 2 pedestrian

o. A15. Tactile Warning Panel

p. A16. Crushed Rock Paving

q. A17. Precast Concrete Wheel Stops

r. A18. Bollards (OFCI)

s. A19. Split rail fence

t. A20. Stone faced wall

u. A21. Boulder Placement

v. A22. Bench Installation (OFCI)

w. A23. Landscape amended topsoil

x. A24. Landscape compost

y. A25. Landscape seeding

z. A26. Landscape general plantings

aa. A27. Signs – ADA

bb. All other Work necessary to complete the project as indicated in the Plans and in the

Contract Specifications is considered incidental to the Work.

cc. Refer to Plans and Specifications for other items.

2. Project 2 – North Rim Rock Trail Extension

a. B1. Mobilization

b. B2. Survey – Project Stakeout

c. B3. Erosion control

d. B4. Traffic control

e. B5. Demolition, clearing and grubbing,

f. B6. General excavation and earthwork

g. B7. Rock excavation

h. B8. Base rock or shoulder backfill rock

i. B9. Crushed rock paving`

j. B10. Split Rail Fence

k. B11. Boulder placement

l. B12. Salvage log placement

m. B13. Bench installation (OFCI)

n. B14. Landscape amended topsoil

o. B15. Landscape compost

p. B16. Landscape seeding

q. B17. Landscape general plantings

r. All other Work necessary to complete the project as indicated in the Plans and in the

Contract Specifications is considered incidental to the Work.

s. Refer to Plans and Specifications for other items.

3. Project 3 – Overflow Parking Lot Improvements

a. C1. Mobilization

b. C2. Survey – Project Stakeout

c. C3. Erosion control

d. C4. Traffic control

e. C5. Demolition, clearing and grubbing,

f. C6. Tree removal

g. C7. General excavation and earthwork

h. C8. Rock excavation

i. C9. Base rock or shoulder backfill rock

j. C10. Asphalt paving – leveling and wearing courses

k. C11. Pavement markings – painted striping

l. C12. Pavement markings – crosswalk

m. C13. Cast-in-place concrete curb

n. C14. Concrete paving – Type 1 Vehicular

o. C15. Concrete paving – Type 2 Pedestrian

p. C16. Tactile Warning Panel

q. C17. Crushed rock paving

r. C18. Precast concrete wheel stops

s. C19. Gravity Storm Sewer – 6”

t. C20. Gravity Storm Sewer – 8”

u. C21. Gravity Storm Sewer – 12”

v. C22. Cleanouts

w. C23. Outfall

x. C24. Overflow Inlet

y. C25. Stormwater Basin

z. C26. Electrical Conduit

aa. C27. Split rail Fence

bb. C28. Boulder placement

cc. C29. Gate installation (OFCI)

dd. C30. Salvage Gate Reinstall

ee. C31. Pay station (OFCI)

ff. C32. Landscape amended topsoil

gg. C33. Landscape compost

hh. C34. Landscape seeding

ii. C35. Landscape general plantings

jj. C36. Signs – Reinstall

kk. C37. Signs – ADA

ll. C38. Mailbox Reinstall

mm. All other Work necessary to complete the project as indicated in the Plans and in the

Contract Specifications is considered incidental to the Work.

nn. Refer to Plans and Specifications for other items.

4. Project 4 Bid Alternate – Restroom Plaza

a. D1. Mobilization

b. D2. Survey – Project Stakeout

c. D3. Erosion Control

d. D4. Demolition, clearing and grubbing,

e. D5. Tree Removal

f. D6. General Excavation and Earthwork

g. D7. Rock Excavation

h. D8. Base Rock or Shoulder Backfill Rock

i. D9. Concrete Paving – Type 2 Pedestrian

j. D10. Crushed Rock Paving

k. D11. Boulder Placement

l. D12. Bench Installation (OFCI)

m. D13. Information Kiosk Installation (OFCI)

n. D14. Bicycle Racks (OFCI)

o. D15. Trash Receptacle (OFCI)

p. D16. Landscape amended topsoil

q. D17. Landscape compost

r. D18. Landscape seeding

s. D19. Landscape general plantings

t. All other Work necessary to complete the project as indicated in the Plans and in the

Contract Specifications is considered incidental to the Work.

u. Refer to Plans and Specifications for other items.

D. Specific items furnished by Owner and installed by Contractor:

1. Sub Project 1 – Rim Rock Trail Improvements

a. (2) Bench

b. (1) Removable Bollard

2. Project 2 – North Rim Rock Trail Extension

a. (3) Bench

3. Sub Project 3 – Overflow Parking Lot Improvements

a. (1) Metal Gate Type 1

b. (1) Metal Gate Type 2

c. (1) Venstation Pay Station

4. Sub Project 4 Bid Alternate – Restroom Plaza

a. (1) Bench

b. (1) Trash Receptacle

c. (2) Bicycle Racks

d. (1) Information Kiosk

E. Specific items furnished and installed by others:

1. Project 4 Bid Alternate – Restroom Plaza

a. Restroom Building

b. Restroom Utilities.

F. Project is for the Oregon Parks and Recreation Department, herein referred to as Owner.

1. Where “Project Manager” or “OPRD Project Manager” is used in the Contract documents it shall mean “Owner”.

2. Where “Architect” or “Engineer” is used in the Contract Documents it shall mean

“Owner”.

3. Where “General Contractor” is used in the Contract Documents it shall mean

“Contractor”.

G. The Owner’s Authorized Representative, herein referred to as Project Manager is:

Tracy Johnson, Construction Project Manager

Oregon Parks & Recreation Department

725 Summer St NE, Ste. C

Salem, OR 97301

971.283.6805

H. The Park Manager, where authority is specified in Contract Documents is:

Sam Vanderbeek Park Manager

Oregon Parks and Recreation Department

Sam.vanderbeek@oprd.oregon.gov

Office: 541-548-7501

Cell: 541-604-4359

1.02 CONSTRUCTION STAKEOUT AND LAYOUT

A. The Plans show approximate locations and dimensions of existing utilities and facilities adjacent to and in the proposed Work, as shown on the Plans, for the Contractor’s information. Final stakeout of the construction Work shall be provided by Contractor and approved by Project Manager. The Contractor will be solely responsible for locating all existing utilities within the Project sites. No additional stakeout will be provided by the

Owner.

B. Contractor is responsible for properly laying out the Work and for lines and measurements for the Work. Contractor to verify the figures shown on the Plans before any construction takes place or products are ordered. Report errors or inaccuracies to the Project Manager for resolution before commencing Work.

1. Submit as-built plans after completion of the Project to record any changes that took place in accordance with Section 013100.

1.03 PROJECT RECORD DRAWINGS

A. Maintain at the site one complete set of full-sized original prints for recording installed conditions (As-Builts). Keep record drawings (As-Builts) clean, undamaged and up to date as Work progresses. Accurately indicate all deviations, additions and omissions from the original drawings in red ink.

1. As-builts should be accurate to within one foot in GIS or CAD format compatible with

Construction Document CAD files.

B. The purpose of these record drawings is to provide the Project Manager with an easy to read, complete record of the installation so that at the end of the Project the Project Manager can revise the original Contract Plans to represent the actual installation. Color-coded and highlighted notes shall be used if these would make the record drawings easier to read.

C. At the completion of the Work, Contractor shall furnish the Project Manager this original set of marked-up drawings. Final payment to the Contractor will not be authorized until these drawings have been submitted to and accepted by the Project Manager.

1.04 OWNER OCCUPANCY

A. The Owner will not close any areas of the Park except the area under construction and temporary closures as approved in advance by the Park Manager for approved limited durations.

1. Contractor shall schedule and perform work by Project area (Project 1, 2, or 3), and limit work across multiple Project areas simultaneously to the extent possible, to minimize visitor impacts and visitor / contractor conflict.

2. Contractor is responsible for construction area isolation around active work zones within the park.

B. Coordinate all Work with Park Manager to minimize conflict and to facilitate on-going use and operation of the Park.

C. Contractor shall maintain driveway access to the Park Office’s east of Project 3 Overflow

Parking lot to the extent possible to minimize impacts to park operations. Coordinate with

Park Manager in advance when access operations are necessary to perform the work, and minimize the duration of access interruptions to the extent possible.

D. The Owner and Owner’s other contractors and consultants will be on-site performing other work elsewhere on-site during construction. Coordinate fully with separate contractors so that work under other contracts may be carried out smoothly, without interfering with or delaying Work of this Contract.

1.05 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to construction areas around the Project site(s).

B. Contractor shall at all times conduct their operations to ensure the greatest public safety and least inconvenience to the public and adjacent land owners.

C. Contractor shall receive approval from the Park Manager as to the staging and stockpiling of the equipment and materials used on the Project.

D. Storage of material onsite is at Contractor’s own risk.

E. Hauling Restrictions: Comply with all legal load restrictions in the hauling of material. Load restrictions shall meet state load restrictions.

F. Parking: Contractor and Subcontractors shall park at approved locations, and as approved by the Park Manager.

G. Restrooms: Contractor shall provide temporary restroom facilities for its workers and

Subcontractors as required.

H. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except where indicated to be removed or altered. Repair damage to existing facilities.

I. Owner may allow Contractor to utilize park for temporary work force accommodation during construction. Location and utility availability to be coordinated and approved by

Project Manager and Park Manager prior to arriving on site.

1. Quantity of spaces available will likely be limited.

2. Contractor temporary work force accommodations need to be self-sufficient. Park restrooms will not be available. Temporary utilities may not be available.

3. If the awarded Contractor elects to utilize the Park for temporary living accommodations for its employees and subcontractors during construction, Owner will negotiate an amendment to the contract to reduce the cost of the Mobilization line item commensurate with the value of the Park space usage.

1.06 CONSTRUCTION SCHEDULE

A. Refer to the Contract for construction schedule Substantial and Final Completion dates.

B. Contractor shall not begin any on-site Work of this Project before required permits have been obtained, a preconstruction conference has been held, a proposed construction schedule is submitted, along with required submittals in accordance with Section 01300 and required submittals have been submitted in accordance with Section 01330, and the Project Manager has given written approval of the submittals and construction schedule provided by the

Contractor.

1.07 SPECIFICATION LANGUAGE

A. Portions of the Specifications are written in imperative and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise.

1. The words “shall be” shall be included by inference where a colon (:) is used within sentences or phrases. Example: Aggregate: ASTM C33. Singular words will be interpreted as plural and plural words shall be interpreted as singular where applicable and where full context of the Contract Documents so indicates.

2. The word provide or furnish means “purchase, furnish and install”.

1.08 PROJECT IDENTIFICATION SIGN

A. The Project identification sign, if used, will be by the Owner.

1.09 CUTTING

A. Perform or arrange and pay for required cutting of asphalt, concrete, masonry, wood, structural framing, etc. and obtain approval from the Project Manager prior to cutting.

B. Cutting or channeling of underpinning or structural members shall not be permitted without prior permission of the Project Manager.

C. No weakening of structural parts is permitted and the Contractor will pay for and correct any

Work impaired.

1.10 PATCHING

A. Where trenching is done through existing paving, walks, curbs, etc. (with prior approval from the Project Manager), the Contractor is responsible to patch and repair these structures to original condition.

B. Patch all openings in and through concrete and masonry with dry pack.

C. In new Work, patch and refinish all damaged finished surfaces that are a result of the

Contractor’s activities to match the adjacent surface as approved by the Project Manager.

D. Where new electrical Work is installed in an existing building, patch and refinish surfaces damaged to match existing. Refinishing is to be as approved by the Project Manager.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION

SECTION 011019- CONTRACT CONSIDERATIONS

SECTION 011019- CONTRACT CONSIDERATIONS

PART 1 - GENERAL

1.01 SPECIAL PROJECT REQUIREMENTS

A. While portions of the Park are closed for construction, areas surrounding the construction site and driveways, parking lots and walkways in the area shall be open to the public from start of construction until the completion date. The Contractor shall coordinate with the

Project Manager and Park Manager to provide both access and public safety during construction. Devices required to provide for public safety during construction shall be provided and installed by the Contractor at the expense of the Contractor. If required safety devices are not installed, Work shall not be allowed to commence until such devices are installed. The Contract Time will not be extended based on working Days lost due to the non-compliance of safety devices.

B. Bald and Golden Eagle Protection Act (16 U.S.C. 668-668d): Federally protected

Golden and Bald Eagles historically nest within the park, near the project area. All work within 1-mile of Golden Eagles or within 660-feet of Bald Eagles must comply with the requirements of the USFWS Eagle Disturbance Take Permit, included in

Attachment E-3, during the eagle nesting season January 15 to July 15. All work included in Projects 1, 2, and 3 are within 1-mile of potential Golden Eagle nest sites.

The north portion of Project 2 and Project 3 are within ½-mile of potential Golden

Eagle nest sites. No project activities are planned within 660-feet of the known Bald

Eagle nest.

C. Construction operations shall be restricted to normal daily operating hours and the normal

Open/Close schedule of the Park but not outside the hours of 7AM – 5PM, Monday – Friday unless otherwise arranged and approved in writing by the Project Manager and Park

Manager.

1. Per the conditions of the Eagle Disturbance Take Specific Permit, work that causes loud or percussive noise such as jackhammering, blasting, and rock excavation, shall be minimized to the extent practicable during the Eagle nesting season January 15 to June

15. See permit included in bid documents in Attachment E-3 for more information.

a. If loud or noisy work must occur within the nesting season, notify the Project

Manager a minimum of 72 hours in advance to coordinate qualified biologist and/or eagle monitors to evaluate work impacts. Work hours may be further restricted when a qualified biologist is present and indicates behavioral impacts are noted. If disturbance to eagles is observed, the biologist may halt or modify operations until eagles resume normal behavior.

b. Phasing:

1) Project 3 and the north portion of Project 2 are located within ½ mile of potential golden eagle nest sites. Work on these projects, particularly loud or percussive work, should be prioritized for completion prior to commencement of the nesting season.

2) Project 1 and the south portion of Project 2 are located within 1-mile of the potential golden eagle nest sites. Work in these areas is further from the golden eagle nests and is likely be less impactful during the nesting season

c. Monitoring:

1) A qualified biological monitor will be present during the most intensive or highest-risk activities (e.g., blasting, heavy jackhammering, paving, or large concrete pours). The monitor will record eagle behavior, noting any flushing, agitation, or changes in nest attendance.

2) If disturbance behaviors are observed (e.g., prolonged absence from nest during incubation, repeated flushes of brooding adults, premature fledgling flight), the biological monitor will have the authority to halt or modify work until eagles resume normal behavior.

D. No Work shall be performed on any legal holiday or weekends without prior written approval from the Park Manager.

E. If special circumstances or emergency conditions require Work beyond the hours as specified, the Contractor shall:

1. Notify the Project Manager and Park Manager 72 hours in advance of any proposed extended work hours for preauthorization. The Contractor’s written request shall specify the Work to be performed and the circumstances that warrant the request. The request shall include any additional measures to mitigate noise generated by this construction activity, if deemed necessary by the Project Manager.

2. If an emergency situation occurs that warrants extended hours, the Contractor shall notify the Park Manager and Project Manager immediately upon determining the need for this Work.

F. Contractor shall notify the Park Manager in advance when Contractor, Subcontractor or any employees of such shall be on Park property.

G. Comply fully with manufacturer’s instructions and recommendations. Should manufacturer’s instructions conflict with Contract Documents, request clarification from

Project Manager before proceeding.

H. Contractor shall furnish all planning, investigation, material, equipment, labor and permits to complete the Work in accordance with the Plans, Specifications and terms of this Contract, except as specified otherwise herein.

I. Day Use Park Fees will not be charged by the Park for contractors or deliveries.

J. All changes to normal traffic patterns must be clearly explained in the Traffic Control Plan and approved by the Project Manager.

K. For paving projects, Contractor shall stay on roadway surfaces at all times. No staging of equipment or storage of materials shall be allowed off the existing roadway surface.

1.02 EXISTING UTILITIES

A. In general, the locations of existing utilities, whether above ground or underground or under the roof, are to be determined as needed by the Contractor. Work in some cases must be done in close proximity to said utilities and live electrical service lines, pipes, drains, and structures not shown, which may require a change in operations, cost and time.

B. Utilities damaged by Contractor’s activities shall be reestablished, to the satisfaction of the

Park Manager and/or Project Manager. If the Contractor fails to repair the damaged utility, costs for repairing the utility shall be deducted from final payment.

C. Comply with Oregon Administrative Rules Chapter 952, Relating to Abandoned

Underground Facilities. An “Abandoned Facility” means an underground facility that is no longer in service and is physically disconnected from the operating facility that is in service.

In addition to notification requirements of this rule, notify Project Manager of any

Abandoned Underground Facilities which are discovered during the course of the Project.

1.03 PROGRESS CLEANING

A. Maintain areas free of waste materials, debris, and rubbish at all times. Maintain site in a clean and orderly condition. Provide legal debris disposal (or recycle waste materials if feasible) off-site for all debris generated while working on this Project.

B. Remove debris and rubbish from pipe chases and other closed or remote spaces on a daily basis.

C. Remove waste materials, debris and rubbish from the site immediately upon such materials becoming unfit for use in the Work. In the event this material is not removed, Project

Manager will give one notification in writing as to the removal of such waste materials, debris and rubbish. If the Contractor does not clean up the waste materials, debris and rubbish within 24 hours as approved by the Project Manager, the Project Manager reserves the right, but does not have the duty, to have the material removed and the expense shall be deducted from payment to the Contractor. This debris shall be removed at the end of each workday.

D. Provide legal debris disposal off-site for all debris generated while working on this Project.

1.04 TEMPORARY UTILITIES

A. Connections to existing utilities (electric, water, sewer, telephone service) may be allowed as approved by the Project Manager. Contractor to make arrangements for connections.

Contractor to pay for cost of connection and use. Exercise measures to conserve energy and water.

B. Provide toilet and wash-up facilities for the work force at the site. Comply with applicable laws, ordinances and regulations pertaining to public health and sanitation.

PART 2 - PRODUCTS (NOT USED)

SECTION 012200 - MEASUREMENT AND PAYMENT

SECTION 012200 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 SUMMARY

A. All Payments shall be as provided in the State of Oregon General Conditions for Public

Improvement Contracts. References to other documents in the Plans and in the

Specifications, such as ODOT and ODOT/APWA are not intended to include references to measurement and payment that may exist in those other documents. Specific Measurements for Work Items are detailed in this Section.

B. If no Item exists for a portion of the Work, include the costs in a related Item.

C. No separate payment will be made for any item that is not specifically set forth in the

Solicitation, and all costs therefore shall be included in the prices named in the Solicitation for the various appurtenant items of Work.

D. Quantities listed in the Contract Document do not govern final payment. Payments to the

Contractor will be made only for actual quantities of Contract items performed in accordance with terms of the Contract and for items of Work actually performed under Change Orders.

1. Contractor is required to notify Project Manager immediately if quantity bid differs from quantity on plans by 10% or more. Contractor shall notify Project Manager prior to material procurement.

2. Materials exceeding bid quantity by 10% or more procured and installed without prior

Project Manager notification and written approval may not be paid.

3. Owner will not be responsible for quantity adjustments exceeding 10% without notification and approval prior to material procurement or installation.

E. Indirect costs, such as supervision and overhead, profit, and the General Conditions specified in the Contract, all shall be allocated to each item as applicable for Work defined in the item.

No separate payment will be made to the Contractor for these items.

F. Disposal and Fees: There shall be no separate measurement and payment item for Disposal

Fees. Payment shall be incidental to other bid items.

1. Material and debris generated by the Work shall be disposed of off-site in a legal manner unless otherwise noted in the Contract Documents.

2. There shall be no separate measurement and payment item for Disposal Fees. Payment shall be incidental to other bid items.

G. Payments shall include full compensation for all labor, equipment, and materials necessary to perform the specified Work.

H. Partial payments to be made under the Contract shall be based on the percent of Work complete as approved by the Project Manager according to the State of Oregon General

Conditions for OPRD Construction Contracts.

I. Material requiring weighing to be weighed by scale. Allowable scales with Project Manager approval are commercial vehicle weigh scales, plant automatic weight batching and mixing control printer system, or plant weight hopper printer system.

1. Pay Items to be measured by weight shall include all Contractor costs for furnishing appropriate weight tickets and transporting materials to the scales or to check weighing.

2. The scales shall conform to ORS 618, and NIST Handbook 44, and shall be:

a. Licensed by the Oregon Department of Agriculture;

b. Technically suitable for weighing the materials;

c. Properly installed and maintained; and

d. Accurate to the required tolerances.

3. The Owner may periodically have a representative at the scales to observe the weighing procedures.

1.02 BID ITEMS, MEASUREMENT AND PAYMENT

(NOTE: See the ITB Pricing Submittal Form. Payment shall include full compensation for all labor, equipment, materials and incidentals needed to accomplish the Work as shown and described in the Contract Documents.

A. BID ITEMS - PROJECT 1 – RIM ROCK TRAIL IMPROVEMENTS:

1. A1 Mobilization:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

The amount to be allowed for Mobilization in the partial payment to be made under the Contract will be as follows:

1) When 5% of the total original Contract amount is earned from other items, 50% of the amount bid for Mobilization, or 2.5% of the original Contract amount, whichever is the least, will be paid.

2) When 10% of the total original Contract amount is earned from other items, 100% of the amount bid for Mobilization, or 5% of the original Contract amount, whichever is the least, will be paid.

3) Upon Final Completion of all Work on the Project, payment of any amount bid for Mobilization in excess of 5% of the total original Contract amount will be paid.

b. The above schedule of progress payments for Mobilization shall not limit or preclude progress payments otherwise provided by the Contract.

2. A2 Survey – Project Stakeout

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. The Contractor shall provide all survey and staking as needed to implement the design and to identify wetland areas. Contractor is responsible for control.

3. A3 Erosion Control:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. The Contractor shall provide all erosion control measures necessary to comply with the requirements of Section 01560, all applicable permits, and all local, state and federal requirements.

4. A4 Traffic Control:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

The lump sum payment shall include all on highway signage, materials, equipment, and labor necessary to perform the Work as specified.

b. Payment shall be provided on a pro-rated basis allowing an amount equivalent to the percentage of the original Contract amount approved for each payment request, less normal retainage.

5. A5 Demolition, Clearing, and Grubbing:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material in a legal manner off-site unless otherwise noted in the Contract Documents.

6. A6 Tree Removal:

a. Measurement and payment for this bid item shall be made on a per each basis.

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material off-site in a legal manner.

c. No trees shall be removed unless noted in Contract Documents or approved by

Project Manager.

7. A7 Asphalt Sawcut and Excavation:

a. Measurement and payment for this bid item shall be based on a per square foot basis to the nearest 0.1 foot as field measured by determining the dimensions of the finished excavation prior to placement of backfill.

b. Work shall include all material, equipment and labor necessary to remove existing asphalt at locations shown on the Plans or as located in the field, including, but not limited to, excavation, and disposal of material at a Oregon Department of

Environmental Quality (“DEQ”) approved dump site. Payment will only be made for asphalt excavation Work approved by the Project Manager.

c. If base materials are required to be excavated below asphalt surface, as approved by Project Manager, they shall be paid as General Excavation and Earthwork.

8. A8 General Excavation and Earthwork:

a. Measurement and payment for this bid item shall be made on a lump sum basis for all material moved or removed to the lines and grades shown on the Contract

Documents and as approved by the Project Manager.

b. Payment shall include full compensation for all excavation and earthwork required to repair or construct roads, paths, equipment or building pads, building foundations and all other structures as shown in the Contract Documents. No payment will be made for over-excavation except as approved by the Project

Manager. Payment includes compensation for hauling and legal disposal of excess material.

c. Geotextile fabric, where indicated by the Contract Documents, shall be incidental to this Work.

d. Rock excavation, if encountered, shall be paid under the Rock Excavation bid item.

9. A9 Rock Excavation (Allowance):

a. Measurement and payment for this bid item shall be made on a cubic yard-in-place basis to the nearest 0.10 yard.

b. This item is to account for extra cost associated with rock excavation. Normal excavation costs shall be associated with the appropriate item.

c. The volume shall be calculated using the standard trench, vault or structure width, length and depth of rock excavation to the standard trench, vault or structure depths as shown on the Plans.

d. Measurements shall be performed using neat vertical lines. The depth of rock excavation if require shall be from the bottom of the common excavation to the bottom of the standard depth (foundation) identified on the Project Plans.

e. Payment shall include full compensation for Rock Excavation required to construct sanitary sewers, manholes, building foundations and other miscellaneous and associated structures and required appurtenances. No payment will be made for

Rock Excavation except as approved and approved by the Project Manager, before

Rock Excavation begins. Payment includes compensation for excavation to line and grade, hauling, and legal disposal of rock material.

10. A10 Base Rock or Shoulder Backfill Rock:

a. Measurement and payment for this bid item shall be made on a ton basis. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. Work includes providing the labor, equipment, materials and incidentals needed to furnish and install the base rock or shoulder rock in conformance with the Contract

Documents and as approved by the Project Manager.

11. A11 Pavement Markings – Painted Striping:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. Work includes providing the labor, equipment, materials and incidentals needed to furnish and install the pavement markings in conformance with the Contract

Documents and as approved by the Project Manager.

12. A12 Cast-in-Place Concrete Curb:

a. Measurement and payment for this bid item shall be made on a lineal foot basis.

The payment shall include all excavation, forms, placement and finishing the

Work.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the concrete curb in conformance with the Contract Documents and as approved by the Project Manager.

13. A13 Concrete Paving – Type 1 Vehicular:

a. Measurement and payment for this bid item shall be made on a square foot basis.

The payment shall include all Portland concrete placement, reinforcement, forms, base shaping, expansion joint material, and any other required items indicated in the Contract Documents.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the vehicular concrete paving in conformance with the Contract

Documents and as approved by the Project Manager.

c. Base rock and backfill rock will be paid separately under the relevant bid item.

14. A14 Concrete Paving – Type 2 Pedestrian:

a. Measurement and payment for this bid item shall be made on a square foot basis.

The payment shall include all Portland concrete placement, reinforcement, forms, base shaping, expansion joint material, handicap ramps, and any other required items indicated in the Contract Documents.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the pedestrian concrete paving in conformance with the Contract

Documents and as approved by the Project Manager.

c. Base rock will be paid separately under the appropriate bid item.

15. A15 Tactile Warning Panel

a. Measurement and payment for this bid item shall be made on a per each basis. The payment shall include all labor, materials, equipment and any other required items indicated in the Contract Documents.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the concrete curb in conformance with the Contract Documents and as approved by the Project Manager.

16. A16 Crushed Rock Paving:

a. Measurement and payment for this bid item shall be made on a per ton basis. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The payment shall include all crushed rock surfacing, filter fabric, base shaping, rock edge treatment, and any other required items indicated in the Contract

Documents.

c. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the concrete curb in conformance with the Contract Documents and as approved by the Project Manager.

d. Base rock will be paid separately under the appropriate bid item.

17. A17 Precast Concrete Wheel Stops:

a. Measurement and payment for this bid item shall be made on a per each installed basis. The payment shall include all cleaning of existing pavement, dowels, anchoring, and placement.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the precast concrete wheel stops in conformance with the

Contract Documents and as approved by the Project Manager.

18. A18 Bollard (OFCI):

a. Measurement and payment for this bid item shall be made on an each basis. The payment shall include excavation, compaction, concrete, forms, sleeve, bollard insert, bollard, and any other required Work.

b. Payment shall include full compensation for all labor, equipment, fees and materials necessary to complete the Work.

19. A19 Split Rail Fence:

a. Measurement and payment for this bid item shall be made on a per lineal foot basis.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the split rail fence in conformance with the Contract Documents and as approved by the Project Manager.

20. A20 Stone Faced Wall

a. Measurement and payment for this bid item shall be made on a per lineal foot basis.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the stone faced wall in conformance with the Contract

Documents and as approved by the Project Manager.

21. A21 Boulder Placement

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install boulders in conformance with the Contract Documents and as approved by the Project Manager.

c. Contractor shall reuse salvaged boulders from on site when suitable onsite materials is available.

22. A22 Bench Installation (OFCI)

a. Measurement and payment for this bid item shall be made on a per each basis.

b. Work includes providing all labor, equipment, materials and incidentals needed to install benches provided by Owner in conformance with the Contract Documents and as approved by the Project Manager.

23. A23 Landscape - Amended Topsoil:

a. Measurement and payment for this bid item shall be made on a cubic yard basis.

The quantities for payment shall be calculated from truck tickets collected at the job site or measurement in the field.

b. Work includes providing the labor, equipment, materials and incidentals needed to furnish, amend, and install the amended topsoil in conformance with the Contract

Documents and as approved by the Project Manager.

24. A24 Landscape - Compost:

a. Measurement and payment for this bid item shall be made on a cubic yard basis.

The quantities for payment shall be calculated from truck tickets collected at the job site or measurement in the field.

b. Work includes providing the labor, equipment, materials and incidentals needed to furnish compost and amend topsoil in conformance with the Contract Documents

25. A25 Landscape - Seeding:

a. Measurement and payment for this bid item will be made on a square foot basis.

b. Payment shall be full compensation for all materials, labor and equipment necessary to complete the Work specified, including placing and grading existing topsoil stockpiled during site clearing operations, mixing and adding any required amendments, seeding and mulching.

c. Work under this item may, with the Owner's concurrence, be delayed until the appropriate planting season.

26. A26 Landscape – General Plantings:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. Payment shall be full compensation for all materials, labor and equipment necessary to complete the Work specified, including placing and grading existing topsoil stockpiled during site clearing operations, plants and mulching.

c. Work under this item may, with the Owner's concurrence, be delayed until the appropriate planting season.

27. A27 Signs – ADA:

a. Measurement and payment for this bid item shall be made on a per each basis. The payment shall include salvaging the existing mounting posts, signs, and backing boards, and reinstalling them in the new location shown on the Plans.

b. Payment shall include full compensation for all labor, equipment, fees and materials necessary to complete the Work.

B. BID ITEMS - PROJECT 2 – NORTH RIM ROCK TRAIL EXTENSION:

1. B1 Mobilization:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

The amount to be allowed for Mobilization in the partial payment to be made under the Contract will be as follows:

1) When 5% of the total original Contract amount is earned from other items, 50% of the amount bid for Mobilization, or 2.5% of the original Contract amount, whichever is the least, will be paid.

2) When 10% of the total original Contract amount is earned from other items, 100% of the amount bid for Mobilization, or 5% of the original Contract amount, whichever is the least, will be paid.

3) Upon Final Completion of all Work on the Project, payment of any amount bid for Mobilization in excess of 5% of the total original Contract amount will be paid.

b. The above schedule of progress payments for Mobilization shall not limit or preclude progress payments otherwise provided by the Contract.

2. B2 Survey – Project Stakeout

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. The Contractor shall provide all survey and staking as needed to implement the design and to identify wetland areas. Contractor is responsible for control.

3. B3 Erosion Control:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. The Contractor shall provide all erosion control measures necessary to comply with the requirements of Section 01560, all applicable permits, and all local, state and federal requirements.

4. B4 Traffic Control:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

The lump sum payment shall include all on highway signage, materials, equipment, and labor necessary to perform the Work as specified.

b. Payment shall be provided on a pro-rated basis allowing an amount equivalent to the percentage of the original Contract amount approved for each payment request, less normal retainage.

5. B5. Demolition, Clearing, and Grubbing:

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. The Work shall include all material, equipment, incidentals, and labor necessary to accomplish the work as shown on the Contract Documents or as located in the field, including, but not limited to, excavation, and disposal of material in a legal manner off-site unless otherwise noted in the Contract Documents.

6. B6 General Excavation and Earthwork:

a. Measurement and payment for this bid item shall be made on a lump sum basis for all material moved or removed to the lines and grades shown on the Contract

Documents and as approved by the Project Manager.

b. Payment shall include full compensation for all excavation and earthwork required to repair or construct roads, paths, equipment or building pads, building foundations and all other structures as shown in the Contract Documents. No payment will be made for over-excavation except as approved by the Project

Manager. Payment includes compensation for hauling and legal disposal of excess material.

c. Geotextile fabric, where indicated by the Contract Documents, shall be incidental to this Work.

d. Rock excavation, if encountered, shall be paid under the Rock Excavation bid item.

7. B7 Rock Excavation (Allowance):

a. Measurement and payment for this bid item shall be made on a cubic yard-in-place basis to the nearest 0.10 yard.

b. This item is to account for extra cost associated with rock excavation. Normal excavation costs shall be associated with the appropriate item.

c. The volume shall be calculated using the standard trench, vault or structure width, length and depth of rock excavation to the standard trench, vault or structure depths as shown on the Plans.

d. Measurements shall be performed using neat vertical lines. The depth of rock excavation if require shall be from the bottom of the common excavation to the bottom of the standard depth (foundation) identified on the Project Plans.

e. Payment shall include full compensation for Rock Excavation required to construct sanitary sewers, manholes, building foundations and other miscellaneous and associated structures and required appurtenances. No payment will be made for

Rock Excavation except as by the Project Manager, before Rock Excavation begins. Payment includes compensation for excavation to line and grade, hauling, and legal disposal of rock material.

8. B8 Base Rock or Shoulder Backfill Rock:

a. Measurement and payment for this bid item shall be made on a ton basis. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. Work includes providing the labor, equipment, materials and incidentals needed to furnish and install the base rock or shoulder rock in conformance with the Contract

Documents and as approved by the Project Manager.

9. B9 Crushed Rock Paving:

a. Measurement and payment for this bid item shall be made on a per ton basis. The quantities for payment shall be calculated from weight tickets collected at the job site.

b. The payment shall include all crushed rock surfacing, filter fabric, base shaping, rock edge treatment, and any other required items indicated in the Contract

Documents.

c. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the concrete curb in conformance with the Contract Documents and as approved by the Project Manager.

d. Base rock will be paid separately under the appropriate bid item.

10. B10 Split Rail Fence

a. Measurement and payment for this bid item shall be made on a per lineal foot basis.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install the split rail fence in conformance with the Contract Documents and as approved by the Project Manager.

11. B11 Boulder Placement

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install boulders in conformance with the Contract Documents and as approved by the Project Manager.

c. Contractor shall reuse salvaged boulders from on site when suitable onsite materials is available.

12. B12 Salvage Log Placement

a. Measurement and payment for this bid item shall be made on a lump sum basis.

b. Work includes providing all labor, equipment, materials and incidentals needed to furnish and install salvage logs in conformance with the Contract Documents and as approved by the Project Manager.

c. Contractor shall reuse logs salvaged from tree removal or encountered onsite when suitable onsite materials is available.

13. B13 Bench Installation (OFCI)

a. Measurement and payment for this bid item shall be made on a per each basis.

b. Work includes providing all labor, equipment, materials and incidentals needed to install benches provided by Owner in conformance with the Contract Documents and as approved by the Project Manager.

14. B14 Landscape - Amended Topsoil:

a. Measurement and payment for this bid item shall be made on a cubic yard basis.

The quantities for payment shall be calculated from truck tickets collected at the job site or measurement in the field.

b. Work includes providing the labor, equipment, materials and incidentals needed to furnish, amend, and install the amended topsoil in conformance with the Contract

Documents and as approved by the Project Manager.

15. B15 Landscape - Compost:

a. Measurement and payment for this bid item shall be made on a cubic yard basis.

The quantities for payment shall be calculated from truck tickets collected at the job site or measurement in the field.

b. Work includes providing the labor, equipment, materials and incidentals needed to furnish compost and amend topsoil in conformance with the Contract Documents and as approved by the Project Manager.

16. B16 Landscape - Seeding:

a. Measurement and payment for this bid item will be made on a square foot basis.

b. Payment shall be full compensation for all materials, labor and equipment necessary to complete the Work specified, including placing and grading existing topsoil stockpiled during site clearing operations, mixing and adding any required amendments, seeding and mulching.

c. Work under this item may, with the Owner's concurrence, be delayed until the appropriate planting season.

17. B17 Landscape – General Plantings:

a. Measurement and payment for this bid…