Attachment 3 Specifications.pdf

SPECIFICATIONS FOR GRAND ISLAND NATIONAL RECREATION AREA WATER SYSTEM

IMPROVEMENTS

DATED 1/26/2026

TABLE OF CONTENTS

SECTION PAGE

011000 - SUMMARY 1

011400 - WORK RESTRICTIONS 3

012700 – MEASUREMENT AND PAYMENT 4

013100 – PROJECT MANAGEMENT AND COORDINATION 6

013300 – SUBMITTAL PROCEDURES 8

014000 – QUALITY CONTROL 12

015000 – TEMPORARY FACILITIES AND CONTROLS 14

015950 – SAFETY AND HEALTH 15

017000 – EXECUTION REQUIREMENTS 16

017320 – SELECTIVE DEMOLITION 19

017700 – CLOSEOUT PROCEDURES 21

033000 – CAST-IN-PLACE CONCRETE 25

061000 – ROUGH CARPENTRY 29

062013 – EXTERIOR FINISH CARPENTRY 32

074113 – METAL ROOF PANELS 34

081113 – HOLLOW METAL DOORS AND FRAMES 36

087100 – DOOR HARDWARE 40

099113 – EXTERIOR PAINTING 43

101100 – VISUAL DISPLAY SURFACES 45

221114 – WATER DISTRIBUTION 47

260500 – BASIC ELECTRICAL MATERIALS AND METHODS 57

312000 – EARTH MOVING 61

329200 – TURF AND GRASSES 66

SECTION 011000 – SUMMARY

PART 1 - GENERAL

1.1 PROJECT IDENTIFICATION

A. Project Name and Location: Grand Island Recreation Area Water Systems Improvements. From the Munising

Ranger District Office at 400 E Munising Ave, Munising, MI 49862, take M-28 West approximately three (3) miles to the Grand Island ferry service facility. Take a boat across Lake Superior to the island. Williams Landing is on the South side of the island. From William’s Landing project sites can be accessed by island roads and trails.

B. Access:

1. Access by Ferry/Barge: The island can be accessed by using the Grand Island Landing (Powell Point) ferry or barge on the mainland to the Williams Landing on the south end of the island. Ferry/barge service, most notably barge service, can be impacted by weather/wind conditions on a daily basis. The contractor must coordinate the details of using the ferry/barge service if using this method to access the island. See www.grandislandup.com for information about the ferry service.

Access to Grand Island is available via passenger ferry and barge service offered through our Grand Island Ferry Service concessionaire the Friday before Memorial Day to Columbus Day annually (subject to change). The passenger ferry schedule for 2026 as is follows (this is a reference and is subject to change annually**):

May 26th through June 13th:

Ferry Times: 9am, 10am, 11am, Noon, 1pm, 2pm, 3pm, 4pm June 14th through September 8th:

Ferry Times: 9am, 10am, 11am, Noon, 1pm, 2pm, 3pm, 4pm, 5pm, 6pm Fourth of July Schedule:

Ferry Times: 9am, 10am, 11am, Noon September 9th through October 14th:

Ferry Times: 9am, 10am, 11am, Noon, 4pm The current price for 2026 for the passenger ferry is $25.00 for one roundtrip, per person. The Forest Service owns an 80 foot long by 30 feet wide by 6-foot draft steel barge that was inherited from Cleveland Cliff Industries upon transfer of ownership to the Forest Service in 1990. The gross tons for this barge are 94.5 tons. The Grand Island Ferry Service is permitted and USCG certificated to operate the barge on the Forest Service’s behalf. Below is the current rate and schedule for the barge service for 2026 (this is a reference and is subject to change annually**):

Barge runs will occur on Thursday’s beginning at 7:00 a.m., to be completed by 11:00 a.m. (weather permitting) and with confirmation with concessionaire. Barge runs will cost $500.00.

Barge runs must be scheduled and paid for no less than 48 hours in advance. Fee is due from the customer that schedules service. Coordination for sharing the cost amongst residents is the responsibility of the customer.

Barge run is defined as leaving Grand Island Landing (Powell Point), arriving at Williams Landing, waiting up to 20 minutes, and returning to Grand Island Landing. Customer caused departure delays will be billed at $100.00 per hour.

It will be the responsibility of the selected contractor to work directly with the Grand Island Ferry Service concessionaire to coordinate the needs for transportation as they relate to completion of the specification of this contract (I.e., transportation of equipment, supplies, personnel). The Island can be accessed by personal watercraft directly and the determination as the suitability of direct water access to the project locations articulated in the project plans within this contract package are the responsibility of the selected contractor.

2. Access by Watercraft: It may be possible to access the project location by watercraft directly. The contractor is responsible for the determination of the suitability of this type of access and confer with the COR for written authorization of such watercraft and landing location on the island.

3. Island Roads and Trails: The project locations can be accessed by using the island roads and trails that are designated on the project access map(s) within this contract package. The condition and geometry of the existing island roads and trails must be assessed before attempting to drive or haul equipment and materials on the roads. If improvements to the island roads or trails are required to allow access by large vehicles, equipment, or materials (such as road/trail widening or vegetation clearing) such improvements must be approved in advanced by the COR. Allow at least 7 days for evaluation and approval or rejection of the requests by the COR. Such improvements will be considered incidental to other work on this contract and will not be paid for separately. (It is suggested that the contractor include any costs for such access improvements be included in the mobilization item within the schedule of items).

4. Cell-service is intermittent and unpredictable within the project area.

C. Project Summary Description: The project includes but is not limited to the following: the construction of 2 new board and batten well houses at Juniper Flats and Murray Bay locations including the installation of all necessary piping and electrical systems and the subsequent demolition of the entire existing well enclosure.

Farrell Cabin work includes raising existing well casing, installation of new waterline and water spigot pedestal, and demolition of existing pedestal. Mather Lodge work includes the demolition of the existing concrete pad, installation of new concrete pad, installation of all necessary piping and electrical systems into the existing structure that will be placed on the new concrete pad, and repairs to the building. Work includes but is not limited to, the following:

1. Mobilization to site.

2. Demolition of existing well enclosures at Juniper Flats and Murray Bay locations, and water valves, water lines, etc. at all locations.

3. Construct a new board and batten well house at Juniper Flats and Murray Bay onto new concrete slab.

4. Relocate Mather Lodge pumphouse onto new concrete slab adjacent to existing pumphouse location.

Perform all necessary repairs to the structure including replacing cedar shakes, staining, roofing, and any necessary bracing for a stable building.

5. Install all new water piping & fixtures at all locations.

6. Install new 1-1/4” HDPE water line from new well house or new pedestal to the water well.

7. Remove existing submersible pump & drop pipe, extend well casing at Mather Lodge and Farrell

Cabin, replace pitless adapter, and reinstall drop pipe.

8. Perform all necessary electrical solar work including moving pole as needed, running new underground electrical line to the new well house, & interior well house electrical work.

9. Pressure test all Contractors water line work.

10. Chlorinate all water systems.

11. Perform all well water quality testing.

12. Perform all site restoration.

13. Perform all system commissioning.

D. Government or Owner refers to the USDA Forest Service. Contracting Officer (CO) refers to the person assigned by the USDA Forest Service to administer the Contract. Soon after Contract award, the Contracting Officer will designate a Contracting Officers Representative (COR).

1.2 REQUIREMENTS OF THE OFFER’S PROPOSAL

A. The Government DRAWINGS and SPECIFICATIONS are the basis for this Contract.

B. Those products listed in the SPECIFICATIONS are preferred products, chosen for compatibility, longevity, durability and quality. Equal or better alternatives submitted by the OFFERER will be considered, but must be approved by the CO/COR prior to use in the Project. Bidders are cautioned assumed equal or better alternatives may not be accepted by the Government and the selected Contractor will be required to provide the Work as specified.

PART 2 – PRODUCTS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

END OF SECTION 011000

SECTION 011400 - WORK RESTRICTIONS

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 CONTRACTOR USE OF PREMISES

A. The Government will conduct a pre-construction survey with the Contractor to review and document the existing project conditions prior to construction.

B. No work is permitted without written authorization by COR on Government Holidays or weekends.

C. The Contractor shall limit use of the premises to the work in areas indicated.

1. Confine operations at the site to areas indicated. Do not disturb portions of the site beyond the areas in which Work is indicated.

2. Schedule deliveries to minimize on-site storage of material and equipment.

3. Repair damage caused by construction operations. Take precautions to protect the public during the construction period.

4. It may be possible for the contractor to use one or more of the campsites or the Forest Service administrative site shown on the project map near the project areas: Gull Point, Preservation Point, Shelter Ridge, Freighter View. Other campsites are shown for reference only and will remain open to the public while work under this contract is being performed. (see attached Grand Island map).

Administrative closure of a campsite(s) shall be submitted to the COR for consideration during Pre- Construction Meeting.

5. The contractor is responsible for providing and maintaining restroom/sanitation facilities in accordance with state and federal waste disposal regulations. Primitive toilet facilities are located at campsites (see list in item 4) as well, but keep in mind that campsites are reservation based and may be occupied by campers during the performance period.

6. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or salvaged as Government property, shall become the property of the Contractor and shall be promptly removed from the site.

1.3 GOVERNMENT OCCUPANCY AND TIME FRAME

A. Cooperate with the Government's representatives during construction operations to minimize conflicts and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government operations.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 011400

SECTION 012700 - MEASUREMENT AND PAYMENT

1.1 RELATED DOCUMENTS

A. Drawings entitled “Grand Island National Recreation Area Water Systems Improvements” and applicable provisions of the Solicitation/Contract including but not limited to: Section B - Schedule of Items.

1.2 SUMMARY

A. This Section includes:

1. Measurement and payment criteria applicable to the work performed.

2. Administrative and procedural requirements necessary to prepare and process Applications for

Payment.

3. Defect assessment and non-payment for rejected work.

4. General description of work included under each pay item.

B. Related Requirements:

1. Invoice Processing Platform (IPP) System: All invoices are to be submitted via the electronic IPP

System. The contractor must follow the instructions on how to register and submit invoices via IPP as prescribed in communications from USDA and Treasury. This is a mandatory requirement initiated by the U.S. Department of Treasury and you can find more information at this website:

https://www.ipp.gov. Ensure your company has registered at https://www.ipp.gov/vendors/enrollment-vendors to establish your account. Offeror must have an established account prior to commencement of work.

2. Certified Payrolls: Certified payrolls for construction work must be submitted to the CO/COR for review at regular intervals as work progresses. At least one week prior to Contractor requesting payment via IPP, all certified payrolls related to the subject pay request work must have been received by the COR. Incomplete or inaccurate payroll submittal will result in rejection of the IPP invoice.

Contractor and all subcontractors, through the contractor, shall furnish all certified payrolls covering payments to laborers and mechanics for on-site work. Payroll hourly rates and fringe benefits must be in accordance with the established Davis-Bacon Wage Determination for the project.

1.3 MEASUREMENT OF QUANTITIES

A. Lump Sum Quantities (LSQ): These quantities denote one complete unit of work as required by or described in the Contract, including all necessary materials, equipment, and labor to complete the job. They will not be measured.

1.4 PAYMENT

A. Pay Request Documentation from Contractor: Contractor must submit the following documentation to the CO/COR for review and approval at least seven (7) days prior to requesting a payment via IPP.

1. All Certified Payroll forms from the general contractor (including payrolls from all sub- contractors) for work covered by the pay request.

2. A completed Schedule of Items form for work covered by the pay request, indicating the percent complete for each line item in the Schedule of Items.

3. Written Quality Control testing results if applicable to items in the payment request.

B. Payment Includes: Full compensation for all required labor, products, tools, equipment, plant, transportation, services, and incidentals; erection, application, or installation of an item of the Work; overhead and profit.

1. "Incidentals" are to be considered as an additional obligation to the other work required for the item(s).

Incidental work is not payable directly but is to be considered included in the contract price for the item(s) of work specified.

2. All work not specifically identified as a separate bid item is "Incidental".

C. The accepted quantities will be paid for at the contract unit price for each item as shown in the Schedule of Items.

D. Payment will not be made for any of the following:

1. Products or construction placed beyond the lines and levels of the required work.

2. Products or construction determined as unacceptable before or after placement.

3. Products wasted or disposed of in a manner that is not acceptable.

4. Products remaining on hand after completion of the Work.

5. Loading, hauling, and disposing of rejected products.

PART 3 – EXECUTION (Not Applicable)

END OF SECTION 012700

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 – GENERAL

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations.

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations to provide an efficient and orderly installation of each part of the Work.

1.3 CONSERVATION

A. Use best management practices for the conservation of energy, water and materials during construction operations.

1.4 SPILL AND EROSION CONTROL

A. Spill and Erosion Control Plans: Develop plans to minimize erosion. Develop plans to provide for containment of hazardous materials and unplanned spills.

1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. In addition to meeting the requirements of FAR 52.236-6 for an on-site Project Superintendent, the Contractor shall provide other administrative and supervisory personnel as required for performance of the Work.

1.6 CONFERENCES AND MEETINGS

A. Pre-construction Conference: The Contracting Officer or Contracting Officer’s Representative will schedule a pre-construction conference before starting construction at a time and place agreeable and convenient to both the Contractor and Government and will review responsibilities and personnel assignments in accordance with FAR 52.236-6 Preconstruction Conference.

1. Progress Meetings: Progress meetings at the Project Site shall be conducted at regular intervals. Dates of meetings shall be coordinated with preparation of the payment request in accordance with FAR 52.232-5 Payments Under Fixed-Price Construction Contracts.

2. Agenda: Include topics for discussion as appropriate to the status of the Project. Include review of the Contractor's Construction Schedule and of the present and future needs of each entity present.

3. Schedule Updating: If the progress of the work falls behind the approved Contractor’s Construction Schedule, the Contractor shall submit a supplementary schedule for approval by the Contracting Officer in accordance with FAR 52.236-15 Schedules for Construction Contracts.

1.7 SUBMITTALS

A. Spill and Erosion Control Plans shall be submitted within 5 calendar days after Notice to Proceed.

B. Staff Names: Within 5 calendar days after Notice to Proceed, submit a list of principal staff assignments, including the Superintendent, other primary personnel, and any subcontractors/staff. Identify individuals by name, duties and responsibilities, and business/cell telephone numbers. Post copies of this list in the temporary field office (if present).

C. Construction Schedules shall be submitted as directed in FAR 52.236-15 Schedules for Construction Contracts. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE TO THE COR

48 HOURS BEFORE THE PRE-CONSTRUCTION CONFERENCE.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

B. Construction in Progress: Keep construction in progress, adjoining materials in place, and clean during handling and installation. Apply protective enclosures or coverings for protection from damage or deterioration.

C. Completed Construction: Clean completed construction and provide maintenance to prevent damage, soiling or other deterioration through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damage.

D. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging or otherwise deleterious conditions during the construction period.

END OF SECTION 013100

SECTION 013300 - SUBMITTAL PROCEDURES

1.1 SUMMARY

A. This Section and FAR 52.236-21 include requirements for Shop Drawings, as defined by FAR

52.236-21 and Designs. Shop drawings and Designs may include drawings, specifications, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data furnished by the Contractor to explain in detail specific portions of the work required by the Contract.

B. This section includes requirements for Samples, if any. Samples may include mailed samples, field samples or mock-ups of full-size physical examples erected on-site or elsewhere.

C. This section includes requirements for Product Data. Product Data includes any manufacturer products’ (used in this project) standard catalogs, manuals, pamphlets and other printed materials, and includes but is not limited to the following: product specifications and installation instructions, color charts and catalog cuts, rough-in diagrams and templates, wiring diagrams, performance curves, operational range diagrams, mill reports, test reports, shop drawings and code approvals. THE CONTRACTOR MUST CLEARLY INDICATE ON THE

SUBMITTED MATERIALS WHICH PRODUCT THEY ARE PROVIDING. FOR

EXAMPLE – A PUMP CURVE WITH 5 PUMPS SHOWN ON THE SAME PAGE SHALL

HAVE THE PUMP BEING SUPPLIED CLEARLY INDICATED AS SUCH.

D. This section includes other quality assurance submittals such as certifications of compliance or conformance, manufacturer's instructions and field reports, any permits received, test reports, lab or test results, etc.

E. Following is a partial list of required submittals:

1. Work plan/schedule

2. Record Drawings

3. Record Product Data

4. Operation and Maintenance Manuals

5. Utility Lines Site Plan

6. Concrete mix design

7. Concrete formwork shop drawings

8. Concrete test reports (complete for all required tests)

9. Reinforcing steel mill certificates

10. Reinforcing steel layout drawings

11. Metal Roof Panels – Product Data & Color Samples

12. Hollow metal doors and frames

13. Unit Skylights

14. Door Hardware

15. Exterior Paint

16. Pumps and pump control components

17. Solar Panels, batteries, control panels and accessories

18. Product data for piping specialties including, pipe, valves, accessories, backflow preventers, yard hydrants and hydrants.

1.2 GENERAL SUBMITTAL REQUIREMENTS

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities and with the schedule.

1. Allow 15 calendar days each for submittal review, corrections following the initial review and re-submittal review before activities scheduled after the submittal approval.

2. Incomplete submittals will be returned to the Contractor with no further review. Delays due to incomplete or rejected submittals will not be excused with no compensation in the form of monetary or time being provided to the Contractor.

3. When the Contractor desires to submit for approval a product for an “approved equal”, the Contractor MUST provide documentation of the original specified product and the Contractor proposed product in a side-by-side comparison, such as a table, which clearly demonstrates the Contractor proposed product meets or exceeds the originally specified product. If this comparison is not done the first time it is submitted, the proposed product will be rejected AND THE CONTRACTOR WILL HAVE TO PROVIDE THE

SPECIFIED PRODUCT. THE GOVERNMENT WILL NOT REVIEW A

SECOND PROPOSAL SUBMITTAL. If the proposed product comparison shows it may meet the specification requirements but is missing some minor information, the COR will contact the Contractor for further information ONE TIME to obtain the missing information. If the information is not received, then the proposed product will be rejected

AND THE CONTRACTOR WILL HAVE TO PROVIDE THE SPECIFIED

PRODUCT.

4. Submittal Transmittal: Transmit each submittal from the Contractor to the Government by use of one transmittal form per submittal. Transmittal format to be approved by CO and shall include the following information on the transmittal form.

a. Project name and Forest Service contract number.

b. Date.

c. Name, address and telephone number of firm or entity that prepared the submittal

d. Names of subcontractor, manufacturer, supplier, etc. as applicable.

e. Category and description of submittal.

f. Section of Specifications or Drawing sheet number the Submittal is representing.

g. Certification by Contractor stating that submittal complies with the Contract, or statement of deviations from the requirements of the Contract.

h. CLEARLY INDICATE ON THE SUBMITTAL INFORMATION THE

PRODUCT BEING SUBMITTED IF THE INFORMATION SHEETS

CONTAIN MORE THAN ONE SELECTION, OPTION, ETC. FAILURE TO

CLEARLY INDICATE WHAT IS BEING PROPOSED FOR ACCEPTANCE

WILL RESULT IN NO REVIEW BY THE GOVERNMENT AND THE

SUBMITTAL WILL BE REJECTED.

i. Signature of transmitter.

j. Space to record Contractor's review and approval markings, and for Government response.

B. Submit 3 hardcopies of each submittal to the COR for review unless otherwise stated. One copy will be returned to the Contractor and two copies will be retained, one for the COR and one for the Inspector.

C. Electronic file submittal (email, thumb drive, etc.) will be acceptable in lieu of hardcopies when appropriate. However, the files shall be in PDF format, one submittal per file, be of high quality (not upside down, pages mixed up, not-legible, black and white when it should be color, etc.) and the files shall be named as to what submittal it is and the version of the submittal (such as a resubmittal).

1.3 SHOP DRAWINGS AND DESIGNS

A. Submit originally prepared information, drawn accurately to scale.

B. Submittals: Submit three blue-line or black-line prints of each drawing submittal. One print will be marked with action taken and returned. Distribution: When submittal is approved, the Contractor shall prepare and submit three final copies.

C. Shop drawings shall be done in AutoCAD format. Upon final approval the drawings (dwg format) shall be sent on a thumb drive or via email to the COR.

1.4 PRODUCT DATA

A. Collect Product Data into a single submittal for each system or element of construction. Mark each copy to show specific product choices and options applicable to the project. Product Data shall include the following information, where applicable:

1. Manufacturer's printed recommendations.

2. Compliance with recognized trade association standards.

3. Compliance with recognized testing standards.

4. Applicability of testing agency labels and seals.

5. Notation of dimensions verified for fit by field measurements.

6. Notation of coordination requirements.

B. Preliminary Submittal: Prior to submittal of complete Product Data, submit a preliminary single copy of that part of Product Data when selection of options is required, such as for color charts.

Preliminary submittal will be returned, with selection noted, for the Contractor's use in subsequent submittals.

C. Submittals: Unless otherwise indicated, submit 3 copies of each Product Data submittal. Two copies will be retained, and the remaining copy will be marked with action taken and returned.

D. Material and Product substitution shall be in accordance with FAR 52.211-6 and Section 013300- 1.2.A.3.

1.5 SAMPLES

A. Submit full-size, fully fabricated samples, cured and finished in the manner specified, if required.

Samples shall be physically identical to the material or product proposed for use.

B. Preliminary Submittal: Where color, pattern, texture or similar characteristics are to be selected from a manufacturer's range of standard choices, submit a preliminary single set sample of available choices when required by the CO.

1.6 OTHER QUALITY ASSURANCE SUBMITTALS

A. Submit other quality assurance submittals in compliance with requirements in the individual specification sections.

1.7 REVIEW ACTION ON SUBMITTALS

A. Except for submittals for the record or for information or for another purpose where no action and return is required, the Government will review submittals and mark returned copies to indicate action taken within a maximum time period of 15 calendar days.

B. Submittals that do not contain an appropriate marking of approval by the Government shall not be used for construction.

PART 3 - EXECUTION (Not applicable)

END OF SECTION 013300

SECTION 014000 - QUALITY CONTROL

1.1 SUMMARY

A. This section, FAR 52.246-1 Contractor Inspection Requirements and FAR 52.246-12 Inspection of Construction include requirements for quality control services to verify quality assurance requirements specified elsewhere in the Contract.

B. The Government reserves the right to conduct independent tests.

C. This section includes, but not limited to, requirements for quality control services such as soil density compaction, concrete mix and strength testing, water and/or sewer line pressure tests, bedding and sand gradation tests per MDOT, electrical inspections, etc.

D. The quality control services include tests and related actions, including reports, performed by the Contractor, independent agencies or governing authorities.

1.2 RESPONSIBILITIES

A. Contractor Responsibilities: The Contractor shall provide for tests, inspections and other quality control services where specified in the Contract or when required by authorities having jurisdiction. Costs for these services are included in the Contract price. The Contractor shall maintain complete inspection records and make them available to the Government.

B. The Contractor is responsible for all survey work associated with this project unless specified elsewhere.

C. The Contractor shall employ and pay for a qualified independent testing agency (Agency) to perform the quality control services unless the COR and Contractor agree to other arrangements.

D. Retesting: The Contractor is responsible for retesting, including repeated inspections and other services, where results of the initial tests, inspections or other quality control services indicate noncompliance with the requirements of the Contract.

E. Associated Services: The Contractor shall cooperate with others performing required tests, inspections and other quality control services, shall provide access to the work, and shall furnish incidental labor and facilities necessary to facilitate inspections and tests.

F. Take adequate quantities of representative samples of materials that require testing or assist the Agency in taking samples.

1. Deliver samples to testing laboratories.

2. Provide security and protection of samples and test equipment at the Project site.

G. The Agency/Contractor shall provide qualified personnel to perform required inspections and tests.

H. The Agency shall notify the Government and the Contractor of irregularities or deficiencies observed in the Work during performance of their services.

I. The Agency is not authorized to change requirements of the Contract or approve or accept any portion of the Work. The Agency shall not perform any duties of the Contractor.

1.3 QUALIFICATIONS OF INDEPENDENT TESTING AGENCIES

A. A qualified independent testing Agency shall be an accredited entity engaged to perform tests or inspections, and to report on and, if required, to interpret results of those tests or inspections.

1.4 SUBMITTALS

A. Reports: The Contractor shall submit a certified written report, in duplicate, of each test, inspection or other quality control service to the Government.

B. Written reports shall include but not be limited to the following:

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making the test or inspection.

6. Designation of the work and test method.

7. Identifications of product and specification section.

8. Complete test or inspection data.

9. Test results and an interpretation of test results.

10. Ambient conditions at the time of sample taking and testing.

11. Comments or professional opinion on whether tested or inspected Work complies with

Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting.

C. Permits, Licenses, and Certificates: For the Government's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. The Government is actively pursuing one or more permits, approvals, or authorizations necessary to execute portions of the Work. The Government may make award prior to its receipt of all Required Permits. The Contractor shall not commence any physical Work at the Site until the Contracting Officer issues a written Notice to Proceed

(NTP).

PART 3 - EXECUTION (Not applicable)

END OF SECTION 014000

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

1.1 SUMMARY

A. Provide temporary utilities, support facilities, sanitary facilities, protection, and controls required for construction activities in accordance with this specification and FAR 52.236-10 Operations and Storage Areas. Provide project work signs and secured areas to direct safe construction operations.

1.2 QUALITY ASSURANCE

A. Comply with industry standards, codes, and with applicable laws and regulations.

3.1 TEMPORARY UTILITIES

A. Temporary Utility Services: Provide as needed to keep normal site operations from being interrupted. Project schedule will dictate which campsites will be closed to the public when the Contractor is working.

3.2 TEMPORARY SUPPORT FACILITIES

A. Provide temporary enclosures for protection of construction as needed. Collect waste from construction areas and elsewhere daily.

3.3 TEMPORARY PROTECTION FACILITIES

A. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard involved. Where appropriate and needed, provide lighting, including flashing red or amber lights, cones, fencing, etc.

3.4 OPERATION, TERMINATION, AND REMOVAL

A. Maintain facilities in good operating condition until removal. Each temporary facility shall be removed when need for it has ended and the area rehabilitated to its original state.

END OF SECTION 015000

SECTION 015950 - SAFETY AND HEALTH

1.1 SUMMARY

A. References: In addition to publications referenced in the Contract and FAR 52.236-13, the following Code of Federal Regulations (CFR) publications designate and define hazardous materials and conditions and establish procedures for handling these materials and conditions.

1. 29 CFR, Part 1910: Occupational Safety and Health Administration (OSHA) General Industry and Health Standards.

2. 29 CFR, Part 1926: OSHA Construction Industry Standards.

3. 40 CFR, Part 261: Environmental Protection Agency (EPA) Characteristics of Hazardous

Waste.

B. Acquisition of Publications: Referenced CFR publications may be purchased from the Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402.

1.2 COMPLIANCE WITH REGULATIONS

A. Contractor Responsibility: The Contractor shall assume full responsibility and liability for compliance with all applicable codes, standards and regulations pertaining to the health and safety of personnel during execution of the Work. The Contractor shall have written safety and health programs in compliance with 29 CFR Parts 1910 and 1926.

PART 2 - PRODUCTS

2.1 PERSONNEL PROTECTIVE EQUIPMENT

A. Special facilities, devices, equipment and similar items used by the Contractor in execution of the Work shall comply with 29 CFR Part 1910, Subpart I and other applicable regulations.

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 015950

SECTION 017000 - EXECUTION REQUIREMENTS

1.1 SUMMARY

A. This section, FAR 52.236-5 Material and Workmanship, FAR 52.236-12 Cleaning Up and FAR

52.236.17 Layout of Work include certain general procedural requirements governing the Contractor's execution of the Work, including, but not limited to general installation of products, correction of defective Work, cleaning and laying out of Work.

1.2 QUALITY ASSURANCE

A. Workmanship Standards: Initiate and maintain procedures to ensure personnel performing the Work are skilled and knowledgeable in the methods and craftsmanship needed to produce the required levels of workmanship. Remove and replace Work that does not comply with workmanship specified and standards recognized in the construction industry for the applications indicated. Remove and replace Work damaged or deteriorated by faulty workmanship or replacement of other Work.

B. Manufacturer's Instructions: Where installations include manufactured products, comply with manufacturer's applicable installation instructions and recommendations to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in the Contract. The Contracting Officer’s Representative shall be immediately notified of conflicts between manufacturer’s instructions and the Contract.

C. Minimum Quality and Quantity: The quality level or quantity shown or specified shall be the minimum required for the Work. Except as otherwise indicated, the Work shall comply exactly with that minimum or may be superior to that minimum. Specified numeric values are either minimums or maximums as indicated or as appropriate for the context of the requirements.

3.1 LAYING OUT THE WORK

A. Before proceeding to lay out the Work, verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks, building conditions, current locations of utilities, wells, buildings, etc. If discrepancies are discovered notify the Contracting Officer's Representative promptly.

B. Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground utilities and other construction.

3.2 PREPARATION

A. Site Improvements: The Contractor is responsible for all staking, maintaining and replacing of staking, unless specifically noted on the Drawings or in the Specifications.

B. Existing Utilities: Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction.

Coordinate with local authorities having jurisdiction.

C. Take field measurements as required to fit the Work properly.

3.3 INSTALLATION

A. Locate the Work and components of the Work accurately. Make vertical work plumb and horizontal work level.

B. Ensure valves and operational components are easily accessible. Valve handles shall be placed on front face of vertical pipes and on the top face of horizontal pipes.

C. All utility piping is to be installed with identification wording on the front face of vertical pipes and on the top face of horizontal pipes.

D. Install products at the time and under conditions that will produce the optimum results.

E. Conduct construction operations so that no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

F. Anchors and Fasteners: Provide anchors and fasteners as required to withstand stresses, vibration and physical distortion. Anchor each component securely in place, accurately located and aligned with other Work.

G. Adjust operating components for proper operation without binding, vibrating, distorting or non-designed movement.

3.4 CORRECTION OF DEFECTIVE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

B. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and proper adjustment of operating equipment.

C. Remove and replace damaged surfaces that are exposed to view if the surfaces cannot be repaired without visible evidence of repair.

D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired to operate properly.

E. Remove and replace chipped, scratched, dented or broken surfaces.

3.5 CLEANING

A. Maintain the project site and work areas free of waste material and debris. The area may be frequented by black bears, which may become habituated to humans and may be attracted by activity and food. Maintain control of garbage and food so that no wildlife can access them and dispose of all garbage created during the performance of the contract.

B. Clean areas where Work is in progress to the level of cleanliness necessary for proper execution of the work. Before any suspension of work including end of day all trailways shall be left in a condition suitable for traffic.

C. Remove liquid spills promptly.

D. Remove debris from concealed spaces prior to enclosing the space.

E. No burial of debris, garbage, etc. is allowed in any excavation.

F. Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at the time of project completion.

3.6 PROTECTION

A. Protect installed work from soiling and damage.

B. Protective Coverings: Provide appropriate protective coverings for work that might be damaged by subsequent operations. Maintain protective coverings in place until project completion.

END OF SECTION 017000

SECTION 017320 - SELECTIVE DEMOLITION

1.1 SUMMARY

A. This Section includes, but is not limited to, the following:

1. Complete removal of the ENTIRE existing wooden well enclosure at Juniper Flats and

Murray Bay. Complete removal of existing concrete slab at Mather Lodge and hydrant post at Farrell Cottage. This includes all associated electrical and plumbing distribution lines necessary to remove in order to install the new water distribution or electrical lines.

All material is to be lawfully disposed off Government property.

1.2 SUBMITTALS

A. Contractor shall submit a written statement of where the materials were lawfully disposed, such as a dump receipt, recycling center receipt or similar.

1.3 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site.

B. Existing to Remain: Protect property and equipment, designated to remain, from damage and soiling during selective demolition.

C. Abandon: Remove items indicated that are visible above ground. Below ground utilities may remain in place unless designated to be removed. Utilities that interfere with construction shall be removed to the limit required for new construction or as SHOWN ON THE DRAWINGS.

1.4 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with governing EPA/EGLE notification regulations, if any, before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with

1. ANSI A10.6 http://webstore.ansi.org

2. NFPA 24 http://www.nfpa.org/assets/files/PDF/241.pdf.

1.5 PROJECT CONDITIONS

A. Conditions existing at time of inspection for bidding purpose will be maintained by Government as far as practical.

B. Notify Government of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

PART 2 - PRODUCTS (Not Used)

3.1 EXAMINATION

A. Verify that utilities have been disconnected, reattached and/or capped as necessary.

B. Survey existing conditions and correlate with requirements indicated on the drawings and/or in the specifications to determine extent of selective demolition required.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Complete removal of the ENTIRE existing wooden well enclosure at Juniper Flats and Murray Bay and the interior components of Mather Lodge pumphouse. This includes all associated electrical and plumbing, water lines from the well house to where they turn horizontal and any existing water or electrical distribution lines necessary to remove in order to install the new water distribution or electrical lines. All existing valve boxes as shown on the drawings shall be completely removed.

Any water lines that are disconnected and abandoned in place shall be plugged with neat cement/grout on ends only.

B. Water well renovations shall be as per section 221114 Water Distribution.

C. Electrical Service line removal and reroute shall be as per Section 260500 Basic Electric.

3.3 PREPARATION

A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with buildings, roads, streets, walks, walkways, and other adjacent occupied and used facilities. Barricade work areas from Public access, as needed.

3.4 DISPOSAL OF DEMOLISHED MATERIALS

A. Disposal: Transport & legally dispose of demolished materials off Government property.

B. Clean Up: After demolition work has been completed, finish all disturbed areas, except trench areas required to be mounded, to a smooth, uniform grade and texture, well blended to the original contours, showing minimum evidence of construction activity. Clean all interior surfaces of buildings of concrete dust, debris, etc. to pre- construction condition where those buildings have been impacted by the Contractor’s operations.

END OF SECTION 017320

SECTION 017700 - CLOSEOUT

PROCEDURES PART 1 - GENERAL

1.1 SUMMARY

1.1 This Section includes requirements for Contract Closeout.

1.2 FINAL ACCEPTANCE

1.1 Preliminary Procedures: Before requesting inspection for Final Acceptance, complete the following:

1. Submit final payment request with releases and supporting documentation not previously submitted and accepted.

2. Submit an updated final statement accounting for final additional changes to the

Contract price, if any.

3. Submit a certified copy of the previous Substantial Completion inspection list of items.

4. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications and similar documents.

5. Submit record documents and similar final record information.

6. Deliver tools, spare parts, extra stock and similar items.

7. Complete final clean-up requirements including touch-up painting of marred surfaces, adjustments, lubrication, etc.

1.2 Final Inspection Procedure: The Government will inspect the Work upon receipt of notice from the Contractor that the Work, including inspection list items from earlier inspections, has been completed, except for items whose completion is delayed under circumstances acceptable to the CO.

1. Upon completion of inspection, the CO will notify the Contractor of Final Acceptance or will advise the Contractor of Work that it is incomplete or of obligations that have not been fulfilled and are required for Final Acceptance.

1.3 RECORD DOCUMENT SUBMITTALS

1.1 Record Drawings (a.k.a. as-built drawings): Maintain a clean, undamaged set of blue or black line prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies from the Work as originally shown. Mark all drawings that are affected by the variation(s) fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed and buried elements that would be difficult to measure and record at a later date. These record Drawings shall be a part of the Operation and Maintenance manuals and reviewed in the field during the Commissioning. If these plans are inaccurate or incomplete, the Contractor shall correct and resubmit the Operation and Maintenance manuals.

1.2 The O&M manuals shall also include accurate utility line site plans.

Provide accurately dimensioned site plans showing survey location and elevation of all utility lines, including valves, connections and changes in direction, as installed under the Contract within property lines and outside of building walls. These plans shall be a part of the Operation andMaintenance manuals and reviewed in the field during the Commissioning. If these plans are inaccurate or incomplete, the Contractor shall correct and resubmit the Operation and Maintenance manuals.

1.3 Record Product Data: Maintain one copy of each Product Data submittal.

Note related Change Orders and markup of Record Drawings and Specifications.

1. Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site and from the manufacturer’s installation instructions and recommendations.

2. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily determined later by direct observation.

1.4 OPERATION AND MAINTENANCE MANUALS

1.1 Organize operation and maintenance data in suitable sets of manageable size for each location and provide 2 complete copies. Bind properly indexed data in individual, heavy-duty, 2-inch to 3-inch, 3- ring, vinyl-covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. These manuals shall also be scanned to a SINGLE PDF project file and provided to the COR on two (2) thumb drives. THIS

SHALL BE PROVIDED PRIOR TO PROJECT COMMISSIONING.

ACCORDING TO FINDINGS/OMISSIONS IN THE COMMISSIONING,

THE CONTRACTOR MAY HAVE TO MAKE CORRECTIONS TO THE

O&M MANUALS FOR RESUBMITTAL. Include the following types of information.

(1) Emergency instructions.

(2) Spare parts lists.

(3) Copies of warranties.

(4) Copies of all permits obtained and inspections.

(5) Well logs.

(6) Water quality testing.

(7) Wiring diagrams.

(8) Inspection procedures.

(9) Shop Drawings and Product Data.

(10) Equipment manuals.

(11) Start-up procedures.

(12) Shut-down procedures.

(13) Trouble shooting techniques.

(14) Typical routine maintenance.

(15) Contact information for contractors and suppliers who performed the original work.

1.5 UTILITY LINES SITE PLAN

1.1 Provide an accurately dimensioned site plan showing survey location and elevation of all utility lines, including valves, connections and changes in direction, as installed under the Contract within property lines and outside of building walls.

3.1 CLOSEOUT PROCEDURES – PROJECT COMMISSIONING

A. Operation and Maintenance Instructions: At the completion of the project and after all known final inspection items have been completed, the Contractor shall provide a Commissioning of the new system. This shall consist of the Contractor training (hands-on at the job site) FS personnel and others as invited by the FS, on the proper operation and maintenance of the system. The Contractor and FS shall use the Contractor’s proposed, pre- submitted O&M manuals to systematically go through the entire system. Deviations, omissions or corrections found during this training that need to be changed or added to the O&M manuals shall be made by the Contractor. Contractor will not receive Final Payment and the FS will not issue Final Acceptance until these corrections are made. The Contractor shall demonstrate with FS participation that all systems work according to design and manufacturer’s ratings. The commissioning shall include, but is not limited to:

1. Use of maintenance manuals.

2. Review of record documents/as-built drawings and where utilities are located.

3. Identification systems.

4. Proper startup of system components.

5. Operation of valves and electrical breakers/disconnects/well rest buttons.

6. Proper shutdown of system components.

7. Routine maintenance of system components.

8. Trouble shooting of common issues.

9. Hazards of the system…