A.02 McGregor Park Waterline Specs 90%.pdf

McGregor Park Waterline

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 10 00.00 25 CONTRACT ADMINISTRATION DATA

01 10 10.00 25 CONTRACTOR'S OPERATIONS AND REQUIREMENTS

01 11 00.00 25 SUMMARY OF WORK

01 22 00.00 25 MEASUREMENT AND PAYMENT

01 33 00 SUBMITTAL PROCEDURES

01 35 26.00 25 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 25 QUALITY CONTROL

01 45 00.15 25 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 19.00 25 TEMPORARY ENVIRONMENTAL CONTROLS

01 78 39.10 25 AS-BUILT DRAWINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00.00 25

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

1.1 REFERENCES

1.2 MEANING OF TERMS

1.3 CONTRACTING OFFICER

1.4 SERIAL LETTER CORRESPONDENCE

1.4.1 Numbering

1.4.2 Subcontractors

1.4.3 Transmittals

1.5 EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

1.6 PROJECT-SPECIFIC MANAGEMENT PLAN

1.7 LETTERS OF AUTHORITY

1.8 LABOR STANDARDS

1.8.1 Coverage

1.8.2 Wages

1.8.3 Overtime

1.8.4 Deductions

1.8.5 Apprentices

1.8.6 Payrolls

1.8.7 Supply and Use of Electronic Software for Processing Wage Rate

Requirements

1.8.8 Records

1.8.9 Job Interviews

1.9 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.10 PARTNERING

1.11 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.12 BASIS FOR SETTLEMENT OF PROPOSALS

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

-- End of Section Table of Contents --

SECTION 01 10 00.00 25 Page 1

SECTION 01 10 00.00 25

CONTRACT ADMINISTRATION DATA

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this Specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

EP 1110-1-8 (2021) Engineering and Design -- Construction Equipment Ownership and Operating Expense Schedule

1.2 MEANING OF TERMS

a. Specification Sections of this Contract are generally written in the imperative mood. In sentences using the imperative mood, the subject, "the Contractor," is implied. Also implied in this language are "shall," "shall be," "must," or similar words and phrases. In material specifications, the subject may also be the supplier, fabricator, or manufacturer supplying material, products, or equipment for use on the project.

b. Wherever "directed," "required," "prescribed," or other similar words are used, the "direction," "requirement," or "order" of the Contracting Officer (CO) is intended. Similarly, wherever "approved," "acceptable," "suitable," "satisfactory," or similar words are used, the words mean "approved by," "acceptable to," or "satisfactory to" the CO.

c. The word "will" generally pertains to decisions or actions of the

CO.

1.3 CONTRACTING OFFICER

The CO who signed this Contract is the primary CO for the Contract.

Nevertheless, any CO assigned to the Portland District and acting within his/her authority may take formal action on this Contract when a Contract action needs to be taken and the primary CO is unavailable. All correspondence must be through the CO or, upon notification, their authorized Representative (COR).

1.4 SERIAL LETTER CORRESPONDENCE

All letters must be electronically submitted to the Government and must be sent to designated parties via email and exported via the RMS interface.

All letters must be signed in accordance with the letters of authority.

Send any documents requiring original hardcopy/signatures to: Small

SECTION 01 10 00.00 25 Page 2

Projects Team, PO Box 2946, 333 SW First Ave., Portland, OR 97208.

1.4.1 Numbering

All serial letter correspondence must be independently numbered sequentially with no numbers missing or duplicated, commencing with number one. Each letter must show the Contract number, description, and subject matter. Only one subject should be covered in the same letter.

1.4.2 Subcontractors

Subcontractors must not correspond with either the Resident or District offices; the Prime Contractor must handle all correspondence.

1.4.3 Transmittals

Transmittals of signed pay estimates, payrolls, submittals, and other similar correspondence will not require a Serial Letter.

1.5 EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

The latest version in effect on the date of the Solicitation for this Contract (in accordance with EM 385-1-1 Paragraph 4 General, will be contractually binding as part of this Contract. The latest version, including all errata and changes, must be used for this Contract and is obtainable at http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals /EM_385-1-1.pdf .

1.6 PROJECT-SPECIFIC MANAGEMENT PLAN

Submit SD-01, Preconstruction Submittals (listed on the submittal register, Attachment A1, and defined in Section 01 33 00, SUBMITTAL PROCEDURES). The listed components of the Project-Specific Management Plan (PSMP) must be submitted separately under the appropriate specifications section. Upon approval, the components must be combined into a single PSMP binder that will be kept onsite. Update the PSMP whenever the plans contained within are updated or amended. The COR will periodically review the onsite copy of the PSMP. If a current version of the PSMP is not available and up to date, site work may be stopped until deficiencies are corrected. Acceptance of the PSMP is required prior to mobilization.

The PSMP must include:

a. Section I - Accident Prevention Program.

(1) Accident Prevention Plan ( EM 385-1-1 and Section 01 35 26.00 25, GOVERNMENTAL SAFETY REQUIREMENTS).

(2) Drug-free workplace policy.

(3) Global Harmonization program ( EM 385-1-1 ).

(4) Activity hazard analysis ( EM 385-1-1 ).

(5) Equipment certification.

b. Section II - Environmental Protection Plan (Section 01 57 19.00 25, SECTION 01 10 00.00 25 Page 3

TEMPORARY ENVIRONMENTAL CONTROLS).

c. Section III - Construction Quality Control System (Section 01 45 00.00 25, QUALITY CONTROL).

(1) Contractor's quality control (CQC) plan.

(2) CQC Daily Report form.

d. Project Work Plan.

e. Schedule for Construction.

f. Submittal Register.

1.7 LETTERS OF AUTHORITY

a. To authenticate actions required under terms of this Contract, furnish a letter of authority to the CO and Resident Engineer that indicates the names of individual or individuals who are authorized to perform the following functions on behalf of the company:

(1) Sign progress payment estimates.

(2) Sign final payment estimate.

(3) Accept Government-furnished property (if applicable).

(4) Sign Contract modifications, supplemental agreements and consent of surety.

(5) Monitor and report on the environmental protection plan, management plan, quality control plan, and safety plan.

(6) Supervise the field activities.

(7) Sign Release of Claims.

(8) Sign Correspondence.

b. This letter of authority must bear the typewritten names and the handwritten signatures of each individual and be signed by the person whose signature appears on the final Contract.

1.8 LABOR STANDARDS

The Contractor and all subcontractors must comply with the following labor standards, statutes, and regulations: Davis-Bacon Act; Contract Work Hours and Safety Standards Act; Copeland Act; Secretary of Labor's regulations (Parts 3 and 5, Subtitle A, Title 29, Code of Federal Regulations). Submit a serial letter identifying the crafts and wage rates for all Prime and subcontractor employees to whom the Contract's construction wage rate requirements apply. The Government will review these crafts and rates for conformance with the wage determination.

1.8.1 Coverage

Contract provisions relating to wages, overtime, payroll deductions, and other labor standards requirements cover foremen, laborers, and mechanics, SECTION 01 10 00.00 25 Page 4 including owner-operators of other than hauling equipment and other individual enterprises performing the duties of a laborer or mechanic.

Bona fide owner-operators of hauling equipment, such as trucks, who are independent contractors, are not covered, and the certified payrolls, including the names of such owner-operators, need not show hours worked nor rates paid, but only the notation "owner-operator".

1.8.2 Wages

Wages must be paid at least once a week and be computed at hourly rates not less than those set forth in the Contract wage schedule, as set by the Davis-Bacon Act wage determinations, for the particular classifications of work performed.

1.8.3 Overtime

Pay overtime for work in excess of 40 hours in any workweek at not less than 1-1/2 times the basic rate of pay. Rates paid for fringe benefits are excluded in the computations of overtime.

1.8.4 Deductions

Deductions from wages earned may be only those that are permitted by the Copeland Act (Anti-Kickback) regulations.

1.8.5 Apprentices

Comply with the requirements of 29 CFR 5.5(a)(4)(i) with respect to apprentices.

1.8.6 Payrolls

Prepare and submit correct Weekly Payrolls, including those of subcontractors. Incorrect and delinquent payrolls will delay processing of partial payment estimates.

1.8.7 Supply and Use of Electronic Software for Processing Wage Rate Requirements

a. The Contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b. If the Contractor uses an electronic payroll processing system, then the Contractor is responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required to comply with the Wage Rate Requirements statute. When the Contractor uses an electronic payroll system, the electronic payroll service must be used by the Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. If the Contractor chooses to use an electronic payroll system, then the Contractor must obtain and provide electronic system access to the Government, over the duration of this

SECTION 01 10 00.00 25 Page 5 construction contract. The access shall include electronic review access by the Government to the electronic payroll processing system used by the Contractor.

c. Provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's RMS;

(5) demonstrated security of data and data entry rights;

(6) ability to produce contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the date/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system shall be provided to the Government during contract closeout.

d. All incurred costs related to the Contractor's provision and use of an electronic payroll processing service shall be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services shall not be a separately bid or reimbursed item under this contract.

1.8.8 Records

Maintain payroll and Employment Records during the course of work and for three years thereafter. They are subject to inspection by the CO and the U.S. Department of Labor.

1.8.9 Job Interviews

A Government representative will interview Contractor and subcontractor employees from time to time during working hours on the job.

1.9 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers

SECTION 01 10 00.00 25 Page 6

(USACE) Contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE Contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant Contract, USACE Contractors are encouraged to seek out highly qualified veterans to perform services under this Contract. The following resources are available to assist USACE Contractors in their outreach efforts:

a. U.S. Department of Labor Veterans employment: www.vets.gov/

b. Federal veteran employment information:

www.fedshirevets.gov/index.aspx

c. Veterans' Employment and Training Service (VETS):

http://www.dol.gov/vets/

d. Veterans Opportunity to Work (VOW) Program:

http://benefits.va.gov/vow/

e. Hiring Our Heroes initiative:

www.uschamberfoundation.org/hiring-our-heroes

1.10 PARTNERING

a. The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. Among the objectives are effective and efficient Contract performance and are intended to achieve completion within budget, on schedule, and in accordance with the plans and specifications; and to develop a single cooperative management team focused on the success of the project to mutual benefit of all stakeholders. This partnership will be bilateral in makeup, and participation will be totally voluntary. Any cost associated with effectuating this partnership will be agreed to by both parties, and will be shared equally with no change to the Contract price. An integral aspect of partnering is the resolution of disputes in a timely, professional, and non-adversarial manner through the use of issue clarification and problem solving. Alternate Dispute Resolution (ADR) methodologies will be encouraged in place of the more formal dispute resolution procedures. ADR will assist in promoting and maintaining an amicable working relationship to preserve the partnership. ADR is a voluntary, non-binding procedure available for use by the parties to this Contract to resolve any dispute that may arise during performance.

b. Should the Contractor elect to participate in partnering, key on-site and home office management personnel will be required to attend a full day partnering session as directed by the Government with an outside facilitator. The cost of this facilitated session is anticipated to be around $5,000 and will be shared equally between the Contractor and the Government.

1.11 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

a. This special contract requirement does not apply to terminations.

See FAR Part 49.

b. Allowable cost for construction and marine plant and equipment in

SECTION 01 10 00.00 25 Page 7 sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of EP 1110-1-8 , Construction Equipment Ownership and Operating Expense Schedule, Region VIII.

Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the contracting officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

c. Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36, Rental Costs. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

d. When actual equipment costs are proposed and the total amount of the pricing action exceeds the SAT, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.12 BASIS FOR SETTLEMENT OF PROPOSALS

a. Actual costs will be used to determine equipment costs for a settlement proposal submitted on the total cost basis.

b. In evaluating a termination settlement proposal using the total cost basis, the following principles will be applied to determine allowable equipment costs:

(1) Actual costs for each piece of equipment, or groups of similar serial or series equipment, need not be available in the contractor's accounting records to determine total actual equipment costs.

(2) If equipment costs have been allocated to a contract using predetermined rates, those charges will be adjusted to actual costs.

(3) Recorded job costs adjusted for unallowable expenses will be used to determine equipment operating expenses.

(4) Ownership costs (depreciation) will be determined using the contractor's depreciation schedule (subject to the provisions of Federal Acquisition Regulation (FAR) 31.205-11).

SECTION 01 10 00.00 25 Page 8

(5) License, taxes, storage and insurance costs are normally recovered as an indirect expense and unless the contractor charges these costs directly to contracts, they will be recovered through the indirect expense rate.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

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SECTION 01 10 00.00 25 Page 9

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 SCHEDULE FOR CONSTRUCTION

1.5 INCLEMENT WEATHER CONSTRUCTION

1.6 UTILITY OUTAGE REQUEST AND UTILITY CONNECTION REQUEST

1.7 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

1.8 ACCESS AGREEMENTS

1.8.1 Access Agreements

1.8.2 Employee Access and Parking

1.9 SECURITY PROCEDURES

1.9.1 Project Security

1.9.2 Verification of Employment Eligibility

1.9.3 Identification of Employees

1.9.4 Non-US Citizens

1.10 UTILITIES

1.10.1 Sanitary Facilities

1.10.2 Electrical Power

1.10.3 Water

1.11 CONTRACTOR'S EQUIPMENT

1.11.1 Plant and Equipment List

1.12 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

1.13 DAILY CLEANUP AND DISPOSAL

1.14 Dust Control

1.15 PROTECTION OF MATERIAL AND WORK

1.16 PROTECTION OF EXISTING UTILITIES

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 10 10.00 25 Page 1

SECTION 01 10 10.00 25

CONTRACTOR'S OPERATIONS AND REQUIREMENTS

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

This Section covers general requirements applicable to specific Contractor's operations and equipment.

1.2 REFERENCES

The publications listed below form a part of this Specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule for Construction; G

Utility Connection Request

Access Agreements; G

Security Procedures; G

Utility Outage Request

Plant And Equipment List

1.4 SCHEDULE FOR CONSTRUCTION

In accordance with Contract Clause 52.236-15, SCHEDULES FOR CONSTRUCTION CONTRACTS, submit a bar chart schedule for accomplishing the work in this Contract. The schedule will not be used by the Government to select a Contractor; rather it will be used to ensure that the Contractor is capable of accomplishing the necessary work in the allotted time periods.

The schedule must be consistent with the completion dates as specified in Contract Clause 52.211-10, COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Other Contractor's work must also be coordinated in accordance with Contract Clause 52.236-8, OTHER CONTRACTS.

Submit an updated schedule for Government approval on a monthly basis. The updated schedule will be used as a basis to evaluate the

SECTION 01 10 10.00 25 Page 2

Contractor's progress for purposes of payment. Lack of an updated schedule will result in an inability of the Contracting Officer (CO) to perform a full evaluation of the Contractor's progress and will result in the CO withholding payment until an updated schedule has been submitted and approved.

1.5 INCLEMENT WEATHER CONSTRUCTION

The Contractor's schedule must reflect adverse weather days in all weather dependent activities as defined in Contract Clause 52.236-4, PHYSICAL DATA. Protect work areas from inclement weather, wind damage, and precipitation so that no delay in the prosecution of critical work items, or damage to Government property occurs. No time extensions will be authorized for materials, work in place, or equipment damaged due to negligence during periods of inclement weather.

1.6 UTILITY OUTAGE REQUEST AND UTILITY CONNECTION REQUEST

a. Obtain digging permits prior to start of excavation. Notify the COR at least 72 hours prior to starting excavation work. Verify and mark all utilities not shown.

b. Verify the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated or specified to be removed but indicated in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made.

c. Schedule work to hold outages to a minimum. Coordinate with COR and Project POC to schedule outages during work windows.

d. Arrange utility outages and connections required during the prosecution of work that affect existing systems, at the convenience of the Government, and outside of regular working hours or on weekends.

e. COR may permit utility outages at their discretion.

f. Contractor will not be entitled to additional payment for utility outages and connections required to be performed outside the regular work hours.

g. Requests for utility outages and connections must be made in writing to the COR at least 14 calendar days in advance of the time required. Each request must include the system involved, location involved, utilities being affected, approximate duration of outage, and the nature of work involved.

1.7 WORK BY THE GOVERNMENT CONCURRENT WITH CONTRACTOR WORK

The Government will limit interference with the Contractor's work to the maximum reasonable extent and the Government and Contractor will coordinate as necessary.

1.8 ACCESS AGREEMENTS

1.8.1 Access Agreements

a. Submit access procedures to and from the work site after the

SECTION 01 10 10.00 25 Page 3

Contractor, the CO, and the Project's Representative have coordinated and determined the most advantageous access to, and staging of, the Contractor's assets deployed to the work site.

b. The right-of-way for the work (or delivery site) and access thereto will be furnished as stated in this Paragraph subject to mutual agreement between the Contractor and the Government concerning the specific route the Contractor is to use. Such mutual agreement must be reached prior to initiation, construction, or delivery.

c. The existing access roadway and any associated access roads on the Project, must not be closed as a result of construction or delivery activities associated with this Contract unless previously coordinated and approved by the Government. Traffic delays will only be permitted in accordance with the provisions of this Section.

d. When necessary to operate on or to cross existing highways or roads, all necessary permits must be obtained from the appropriate private or public authority.

e. In accordance with Contract Clause 52.236-13 Alt I, ACCIDENT PREVENTION - ALTERNATE I, and EM 385-1-1 , flaggers, signs, lights, and/or other safeguards must be provided to safely control and direct the flow of traffic when necessary for equipment to operate on or to cross access roads, arterial roads, or highways.

f. Spillage on Project roads and state or county roads will not be permitted, and the spillage must be immediately cleaned up at the expense of the Contractor.

g. No cleated or crawler-type equipment can be operated on paved surfaces.

h. Damage to all roads caused by the Contractor's operations must be repaired to pre-existing conditions at the expense of the Contractor.

i. Photograph the existing condition of all staging areas prior to mobilization and submit all photographs in the Access Agreements submittal. Failure to properly document existing conditions will result in a Government determination of necessary repairs.

1.8.2 Employee Access and Parking

Contractor's employee private vehicle parking areas must be restricted to the area as agreed upon before construction or delivery. All Contractor vehicles used for prosecuting the work must have a Contractor sign or other permanent identification and must carry the required insurance.

Private vehicles not owned by the Prime Contractor or subcontractors must not be used for prosecuting the work. Private vehicles of the Contractor and its employees must enter and leave the project as directed. Keep the parking areas free of litter and debris. An adequate number and size of trash receptacles must be placed in the parking areas and emptied, as necessary to avoid overflowing. Trash receptacles must be adequately secured to provide protection from the wind and animals.

SECTION 01 10 10.00 25 Page 4

1.9 SECURITY PROCEDURES

1.9.1 Project Security

a. Arrangement and scheduling of working hours and crews must be coordinated through the COR with the Project Staff. The working hours of the Project Staff are Mondays through Thursdays from 6:30 a.m.

until 5:00 p.m. Fridays are non-working days. Working hours that extend past 5:00 p.m. weekdays or on weekends and holidays must be coordinated through the COR and approved by the Project Staff. Submit the intended working hours of staff on site and identify any employees working in any capacity in accordance with Subparagraph IDENTIFICATION

OF EMPLOYEES.

b. Security of the Contractor's property and items furnished under this Contract, until the Government accepts items, are the Contractor's responsibility.

c. Salespersons, personnel seeking employment, and personal visitors are not authorized to enter non-public areas of the Project.

d. Signs may be erected outside the project containing instructions for personnel seeking the Contractor. The content and location of the signs will be approved by the COR prior to erection. Posts or other means of support, if required, must be provided by the Contractor and removed when the Contract is completed. Any open post holes must be suitably backfilled, prior to the end of the shift in which posts are removed, and any other damage must be repaired to preconstruction conditions.

1.9.2 Verification of Employment Eligibility

The Contractor is responsible to pre-screen Contractor and subcontractor personnel using the E-Verify Program at http://www.uscis.gov/E-verify to meet the established employment eligibility requirements. Two valid forms of Government issued identification will be required per individual to ensure the correct information is entered into the E-verify system.

Submit a roster of Contractor and subcontractor personnel with verified or eligible employment eligibility to the CO within three days of Notice to Proceed.

1.9.3 Identification of Employees

a. Submit a complete, dated and signed, list of all Contractor and subcontractor personnel and their titles who will be working on the project at the Weekly Coordination Meeting. This listing must be revised and resubmitted when personnel changes occur.

b. Personnel Identity Verification (PIV) - All personnel, including visitors, must provide positive verification of individual identity, in the form of a valid Government-issued photo ID prior to being granted access to non-public areas. Driver licenses that do not comply with the REAL ID Act of 2005 cannot be used as the sole source for identity proofing, and a second form of photo ID will be required. For details and current information, see the Department of Homeland Security website https://www.dhs.gov/secure-drivers-licenses .

c. Personally Identifiable Information (PII) - Encrypt or password protect all transmissions containing PII must be encrypted or the

SECTION 01 10 10.00 25 Page 5 document(s) containing PII must be encrypted or password protected.

Send all documents containing PII ll directly to the Project RCC and/or Security Specialist.

1.9.4 Non-US Citizens

Submit a scanned legible color copy of the Permanent Resident Card and passport to the COR of all personnel who are non-US citizens working on this Contract. If a passport is not available, a minimum of a seven year criminal background check with the state patrol office must be performed from all states of residence and employment, for the past seven years must be submitted. The COR will provide the Portland District Security Office the submitted copies at least one month (30 calendar days) in advance of the start of work by the employees. Contractor personnel who are non-US citizens will not be permitted access to the Project until the Foreign Visitor Authorization is received from U.S. Army Corps of Engineers Headquarters. Contractor personnel who are non-US citizens will not be permitted to work on the Contract at all until Foreign Visitor Authorization is received.

1.10 UTILITIES

Provide utilities required for the performance of work under this Contract, except Government-furnished water as described below.

1.10.1 Sanitary Facilities

Use of the Project restroom by Contractor personnel will not be permitted. Provide portable, temporary sanitary facilities in accordance with EM 385-1-1 .

1.10.2 Electrical Power

Government-furnished or public utility electrical power is not available for the Contractor's use.

1.10.3 Water

Reasonable amounts of water for domestic use will be made available from existing outlets and supplies. No charge will be made for the water.

1.11 CONTRACTOR'S EQUIPMENT

1.11.1 Plant and Equipment List

Within seven days prior to commencing site operations, provide a complete list of all plant and equipment to be used on the job site, exclusive of shop equipment. Throughout the life of the Contract, submit an up-to-date plant and equipment list with each progress payment request. Include rented equipment as well as lease purchase or sale leaseback equipment on the lists. Initial list and the revised monthly lists must indicate dates equipment is assigned to or removed from the project; deadline dates for repairs and returned for use; dates of the most recent and planned inspections; and adequate identification or description of each item of equipment including manufacturer's name (abbreviated), model number, manufacturer's serial number, year of manufacture, and Contractor's assigned serial or record number.

SECTION 01 10 10.00 25 Page 6

1.12 DAMAGED EQUIPMENT OR ABNORMAL CONDITIONS

Inform the CO immediately upon finding any damaged equipment or other abnormal conditions involving additional work in which the Contractor believes it has no responsibility. The failure or abnormality must not be disturbed until witnessed by the CO. Prior to proceeding further with work, the Contractor and the Government must agree in writing as to the responsibility for the damage or abnormality. Any damage or abnormal conditions not reported as specified above must also be corrected.

1.13 DAILY CLEANUP AND DISPOSAL

Keep all work areas reasonably neat on a daily basis. Collect, remove, and dispose of all debris resulting from the work, such as waste metalwork, packing cases, scrap lumber, and other debris off-site at least once per week. Do not use the Government's trash cans, dump boxes, and other containers. Do not dispose of liquid waste in Project drains. All costs of removing debris must be incidental to the work, and therefore, no separate payment will be made. Unless otherwise instructed in writing by the CO, remove traces of temporary construction facilities such as haul roads, work area, structures, foundations of temporary structures, stockpiles of excess or waste materials, and other vestiges of construction prior to final acceptance of the work. Grade parking area and similar temporarily used areas to conform with surrounding contours.

Construction debris may be temporarily located in an approved location;

however garbage accumulation must be removed each day.

1.14 Dust Control

Dry cutting of brick or masonry is prohibited. Address control of water runoff for wet cutting.

1.15 PROTECTION OF MATERIAL AND WORK

All materials, supplies, tools, equipment and Government property (including all tools, equipment, and special devices supplied by the Contractor and to be turned over to the Government at the end of the Contract) must at all times be protected and preserved in an approved manner. If material, equipment, supplies, and work performed are not adequately protected, such property may be protected by the Government and the cost thereof will be charged to the Contractor or deducted from any payment due.

1.16 PROTECTION OF EXISTING UTILITIES

Protect existing utilities in accordance with Contract Clause 52.236-9, PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND

IMPROVEMENTS. Repairs must be made immediately and at Contractor's expense.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 10 10.00 25 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 25

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

1.1.1 REFERENCES

1.1.2 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Background

1.2.2 Project Description

1.2.3 Location

1.3 ATTACHMENT LIST

1.4 OCCUPANCY OF PREMISES

PART 2 PRODUCTS

2.1 Utility Bedding Material

2.2 Sand

2.3 Gravel

PART 3 EXECUTION

3.1 Excavation

3.2 Utility Locations

3.3 Water Distribution Assembly

3.4 Backfill

3.5 Exterior Improvements

3.6 Water Quality Testing

3.6.1 Test of Backflow Prevention Assemblies

3.6.2 System Flushing

3.6.3 Disinfection

SECTION 01 11 00.00 25 Page 1

SECTION 01 11 00.00 25

SUMMARY OF WORK

PART 1 GENERAL

1.1 SUMMARY

This Section provides a summary of the various Contract work elements and their relationship to each other. This summary describes work activities within interim construction completion dates. Use this Section in conjunction with all the Specification Sections and the Drawings to establish the total work requirements.

1.1.1 REFERENCES

The publications listed below form a part of this Specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety -- Safety and Health Requirements Manual

ASTM INTERNATIONAL (ASTM)

ASTM D698 (2012; E 2014; E 2015) Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/cu. ft.

(600 kN-m/cu. m.))

ASTM D2487 (2017; E 2020) Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)

NSF INTERNATIONAL (NSF)

NSF/ANSI 14 (2022) Plastics Piping System Components and Related Materials

NSF/ANSI 61 (2022) Drinking Water System Components - Health Effects

NSF 372 (2016) Drinking Water System Components - Lead Content

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C511 (2017; R 2021) Reduced-Pressure Principle Backflow Prevention Assembly

AWWA C600 (2017) Installation of Ductile-Iron Mains and Their Appurtenances

AWWA C651 (2014) Standard for Disinfecting Water

SECTION 01 11 00.00 25 Page 2

Mains

AWWA C652 (2019) Disinfection of Water-Storage Facilities

Oregon Department of Transportation

ODOT (2024) Oregon Standard Specifications for Construction

Oregon Administrative Rules

OAR (2021)OAR 340-093-0030

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

40 CFR 141.80 National Primary Drinking Water Regulations; Control of Lead and Copper;

General Requirements

1.1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for [Contractor Quality Control approval.] [information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Excavation Plan

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Background

An additional waterline is needed to connect an existing well to an existing distribution line. The new connection will provide potable water to the vistior center nearby.

1.2.2 Project Description

Principal items to be accomplished are:

a. Installation of approximately 320 linear feet of 3-inch diameter Polyethylene (PE) water distribution piping.

b. Installation of a 3-inch backflow preventor and two 3-inch ball valves for isolation. Backflow preventer and ball valves are to be housed by valve boxes.

c. Conduct water qualuty testing once connection is complete.

SECTION 01 11 00.00 25 Page 3

d. Restore project site to include backfill of excavations with suitable material, asphalt repair, and seeding.

1.2.3 Location

The work site is located at in Jackson County near Trail, Oregon. From I-5, take Exit 30 for OR-62 toward Klamath Falls/Medford, travel for approximately 30 miles on OR-62 to McGregor Park and Visitor's Center. See Attachment 2, Figure 1: Site Map, McGregor Park.

1.3 ATTACHMENT LIST

a. As-Built Drawing

b. 2004 Pipe Installation Photos

c. 2022 Site Visit Photos

1.4 OCCUPANCY OF PREMISES

Campground will be not occupied during performance of work under this Contract.

PART 2 PRODUCTS

2.1 Utility Bedding Material

Except as specified otherwise in the individual piping section, provide bedding for buried piping in accordance with AWWA C600, Type 4, except as specified herein. Backfill to top of pipe shall be compacted to 95 percent of ASTM D698 maximum density. Plastic piping shall have bedding to spring line of pipe.

2.2 Sand

Clean, coarse-grained sand classified as SW or SP by ASTM D2487 for bedding and backfill as indicated.

2.3 Gravel

Clean, coarsely graded natural gravel, crushed stone or a combination thereof identified as GW orGP in accordance with ASTM D2487 for bedding and backfill. Maximum particle size shall not exceed 1.5 inches

PART 3 EXECUTION

3.1 Excavation

a. Submit an excavation plan in compliance of the EM 385-1-1 for review and approval prior to started work. .

b. Physically verify the location and elevation of the existing utilities indicated prior to starting construction.

c. Determination of elevations and measurements of approved overdepth excavation of unsatisfactory material below grades indicated shall be done under the direction of the Contracting Officer.

SECTION 01 11 00.00 25 Page 4

3.2 Utility Locations

a. All underground utilities in the work area must be positively identified by a third party, independent, private utility locating company in addition to any station locating service and coordinated with the station utility department.

b. Physically verify underground utility locations, including utility depth, by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within three feet of the underground system.

c.Utilities located within and under concrete slabs or pier structures, bridges, parking areas, and the like, are extremely difficult to identify. Whenever Contract work involves chipping, saw cutting, or core drilling through concrete, bituminous asphalt or other impervious surfaces, the existing utility location must be coordinated with station utility departments in addition to location and depth verification by a third party, independent, private locating company. The third party, independent, private locating company must locate utility depth by use of Ground Penetrating Radar (GPR), X-ray, bore scope, or ultrasound prior to the start of demolition and construction. Use outages to isolate utility systems in circumstances where utilities are unable to be positively identified. The use of historical drawings does not alleviate the Contractor from meeting this requirement.

3.3 Water Distribution Assembly

a. Provide buried utility lines with utility identification tape. Bury tape 12 inches below finished grade; under pavements and slabs, bury tape 6 inches below top of subgrade.

b. Comply with NSF/ANSI 14 or NSF/ANSI 61 and NSF 372 for materials for potable water systems; comply with lead content requirements for "lead-free" plumbing as defined by the U.S. Safe Drinking Water Act effective January 2014.

c. Install a valve box for each ball valve on buried piping. Install precast concrete boxes installed in locations subjected to vehicular traffic to withstand AASHTO load designation as outlined in AASHTO HB-17. Install adjustable valve boxes of a size compatible for the valve on which it is used. Cast the word "WATER" on the lid.

d. Provide a bronze AWWA C511 reduced pressure principle type backflow preventer that is accompanied by a backflow certficate of full approval from FCCCHR List. Select materials for piping, strainers, and valves used in assembly installation that are galvanically compatible.

Materials joined, connected, or otherwise in contact are to have no greater than 0.25 V difference on the Anodic Index, unless separated by a dielectric type union or fitting.

e. Install pipe, fittings, joints, and couplings in accordance with the applicable referenced standard, the manufacturer's instructions and as specififed herein.

3.4 Backfill

a. Reuse of excavated soil as backfill is permitted so long as it is

SECTION 01 11 00.00 25 Page 5 clean and free of debris.

b. Soils brought in from off site for use as backfill must be tested for petroleum hydrocarbons, BTEX, PCSBs, and HW characteristics.

Backfill must not contain concentrations of these analytes above the appropriate State and/or EPA critera, and shall pass the tests for HW characteristics.

c. Determine in-place density of existing subgrade; if required density exists, no compaction of existing subgrade will be required.

3.5 Exterior Improvements

a. Provide State-certified seed of the latest season's crop delivered in original sealed packages, bering producer's guarenteed analysis for percentages of mixtures, purity, germination, weedseed content, and intert material.

b. Immediately before seeding, restore soil to proper frade. Do not seed when ground is muddy, frozen, snow covered or in an unsatisfactory condition for seeding. If special conditions exist that may warrant a variance in the above seeding conditions, submit a written request to the Contracting Officer.

c. Restore to original condition in areas which have been damaged during installation.

d. Complete asphalt repair in accordance with ODOT Pavement Design Guide 2019.

3.6 Water Quality Testing

3.6.1 Test of Backflow Prevention Assemblies

a. Test the backflow prevention assembly using gauges specifically designed for the testing of backflow prevention assemblies.

b. Tests will be conducted annually for accuracy in accordance with the requirements of State or local regulatory agencies. If there is no State or local regulatory agency requirements, gauges shall be tested annually for accuracy in accordnace with the requirements of University of Southern California's Foundation of Cross Connection Control and Hydraulic Research or the American Water Works Association Manual of Cross Connection (Manual M-14).

c. If the unt fails to meet specified requirements, the unit shall be repaired and retested.

3.6.2 System Flushing

a. Before operational tests or disinfection, potable water piping system shall be flushed with [hot ]potable water. Sufficient water shall be used to produce a water velocity that is capable of entraining and removing debris in all portions of the piping system.

This requires simultaneous operation of all fixtures on a common branch or main in order to produce a flushing velocity of approximately 4 fps through all portions of the piping system. In the event that this is impossible due to size of system, the Contracting Officer (or

SECTION 01 11 00.00 25 Page 6 the designated representative) shall specify the number of fixtures to be operated during flushing. Contractor shall provide adequate personnel to monitor the flushing operation and to ensure that drain lines are unobstructed in order to prevent flooding of the facility.

Contractor shall be responsible for any flood damage resulting from flushing of the system. Flushing shall be continued until entrained dirt and other foreign materials have been removed and until discharge water shows no discoloration. All faucets and drinking water fountains, to include any device considered as an end point device by NSF/ANSI 61 , Section 9, shall be flushed a minimum of 0.25 gallons per 24 hour period, ten times over a 14 day period.

b. System will be drained at low points. After flushing and cleaning, systems shall be prepared for testing by immediately filling water piping with clean, fresh potable water. Any stoppage, discoloration, or other damage to the finish, furnishings, or parts of the building due to the Contractor's failure to properly clean the piping system shall be repaired by the Contractor. When the system flushing is complete, the hot-water system shall be adjusted for uniform circulation. Flushing devices and automatic control systems shall be adjusted for proper operation according to manufacturer's instructions. Flow rates on fixtures must not exceed those stated in PART 2 of this Section. Unless more stringent local requirements exist, lead levels shall not exceed limits established by 40 CFR 141.80 (c)(1). The water supply to the building shall be tested separately to ensure that any lead contamination found during potable water system testing is due to work being performed inside the building.

3.6.3 Disinfection

a. After all system components are provided and operational tests are complete, the entire domestic hot- and cold-water distribution system shall be disinfected. Before introducing disinfecting chlorination material, entire system shall be flushed with potable water until any entrained dirt and other foreign materials have been removed.

b.Water chlorination procedure shall be in accordance with AWWA C651 and AWWA C652 as modified and supplemented by this specification. The chlorinating material shall be hypochlorites or liquid chlorine. The chlorinating material shall be fed into the water piping system at a constant rate at a concentration of at least 50 parts per million (ppm). Feed a properly adjusted hypochlorite solution injected into the system with a hypochlorinator, or inject liquid chlorine into the system through a solution-feed chlorinator and booster pump until the entire system is completely filled .

c. After the second 24 hour period, verify that no less than 25 ppm chlorine residual remains in the treated system. The 24 hour chlorination procedure must be repeated until no less than 25 ppm chlorine residual remains in the treated system.

d. Disinfection shall be repeated until bacterial tests indicate the absence of coliform organisms (zero mean coliform density per 100 milliliters) in the samples for at least 2 full days. The system will not be accepted until satisfactory bacteriological results have been obtained.

SECTION 01 11 00.00 25 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 JOB PAYMENT ITEMS

1.3 MEASUREMENT AND PAYMENT

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

SECTION 01 22 00.00 25 Page 1

SECTION 01 22 00.00 25

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 GENERAL INFORMATION

In each instance, the Contract price for an item will constitute full compensation as herein specified, as shown, or as otherwise approved. The Contract price and payment will also constitute full compensation for all work incidental to completion of the item, unless such work is otherwise specifically mentioned for separate payment under another line item.