Attachment B - Kneff Lake CG WS Renovations Spec.pdf

SECTION C

SPECIFICATIONS FOR KNEFF LAKE CAMPGROUND WATER SYSTEM RENOVATIONS

DATED 12-22-2022

TABLE OF CONTENTS

SECTION PAGE

011000 - SUMMARY 1

011400 - WORK RESTRICTIONS 3

012700 – MEASUREMENT AND PAYMENT 5

013100 – PROJECT MANAGEMENT AND COORDINATION 10

013300 – SUBMITTAL PROCEDURES 12

014000 – QUALITY CONTROL 15

014200 – REFERENCES 17

015000 – TEMPORARY FACILITIES AND CONTROLS 21

017000 – EXECUTION REQUIREMENTS 23

017320 – SELECTIVE DEMOLITION 26

017700 – CLOSEOUT PROCEDURES 29

221114 – WATER DISTRIBUTION 32

260500 – BASIC ELECTRICAL MATERIALS AND METHODS 43

312000 – EARTH MOVING 47

329200 – TURF AND GRASSES 53

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SECTION 011000 – SUMMARY

PART 1 - GENERAL

1.1 PROJECT IDENTIFICATION

A. Project Name and Location: Kneff Lake Campground Water System Renovations. From Grayling, MI 49738, head east on M-72/Huron Street for 6.4 miles. Turn right (south) onto South Stephan Bridge Road (dirt road) and travel for 1.2 miles to the campground entrance on the east side of the road. Travel to the end of the campground paved road to the day use site for access to the project. The small brown well house is located up the hill and can be seen from the day use parking area. The well is 100’+/- to the SW (left) of the well house. The campground is nicely signed from M-72 to the campground entrance. Other than between May 1 and September 30, the campground gates are locked. GPS coordinates of the actual job site are N 44.63784444 and W 84.57556944.

B. Project Summary Description: The project includes the installation of all necessary piping and electrical systems in and to a new, Contractor furnished and installed prefabricated concrete well house and the subsequent demolition of the entire existing well house. Work includes, but is not limited to, the following:

1. Mobilization to site.

2. Demolition of existing well house, water valves, water lines, etc.

3. Furnish and install a new precast concrete well house.

4. Install all new water piping & fixtures in prefabricated concrete well house.

5. Install new 1” HDPE water line from new well house and make system connections.

6. Install new 2” HDPE water line from the new well house to the water well and make system connections.

7. Install new water line valve boxes.

8. Remove existing submersible pump & drop pipe, remove underground Whitewater tank, extend well casing, install pitless adapter & reinstall submersible pump & drop pipe.

9. Perform all necessary electrical utility work including removing power pole, rerouting service line to the new well house, extending host underground electrical line & interior well house electrical work.

10. Pressure test all Contractors water line work.

11. Chlorinate the ENTIRE water system.

12. Perform all well water quality testing.

13. Perform all site restoration.

14. Perform all system commissioning.

C. 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.

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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

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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 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. Limited space on the premises is available for the Contractor's storage and related activities, as staked/designated by the Government.

5. 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.

B. It is highly recommended the Contractor have submittals approved and materials purchased, especially the CXT well house and the electrical service coordination prior to the start date of October 1, 2023, ready to start work as soon as possible to meet the project deadline and weather restrictions.

C. Once the Contractor has started working at the site, the Contractor shall work without delay, shall not miss days conducive to accomplishing acceptable quality work or other unacceptable reasons so the Project is completed in the most expeditiously amount of time. All of the work, including the COR receiving two TC – test results (paper or electronic lab test forms, NOT VERBAL) from samples taken at least 24 hours apart and winterizing the systesm, shall be completed no later than 5 PM on Thursday, November 10, 2023.

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PART 2 - PRODUCTS (Not Applicable) & PART 3 - EXECUTION (Not Applicable)

END OF SECTION 011400

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SECTION 012700 - MEASUREMENT AND PAYMENT

1.1 RELATED DOCUMENTS

A. Drawings entitled “Kneff Lake Campground Water System Renovations”” and applicable provisions of the Solicitation/Contract including but not limited to: Section B - Schedule of Items, Section C - Statement of Work, Section G - Contract Administration Data/Invoices and Payments and Section I - Contract Clauses.

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 CO/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 Wage Determination for the project.

1.3 AUTHORITY

A. The Contracting Officer’s Representative (COR) will take all measurements and compute quantities accordingly.

1.4 MEASUREMENT OF QUANTITIES

A. Linear Measurement: Measured by the linear dimension, (i.e. LF = lineal foot), at the item centerline or mean chord. Measurement will be made to the nearest given linear unit.

B. Each (EA): Measured by the number of individual items of work completed.

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C. 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.

D. Actual Quantities (AQ): These quantities denote completed units of work, as described in the Contract, including all necessary materials, equipment, and labor, to complete the job. They will be measured in the field.

E. Designed Quantities (DQ) - These quantities denote the final number of units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the quantity of units SHOWN in the SCHEDULE OF ITEMS may be authorized under any of the following conditions:

1. As a result of changes in the work authorized by the Contracting Officer.

2. As a result of the Contracting Officer determining that errors exist in the original design data used to determine designed quantities, which cause a pay item to change by 15 percent or more.

3. As a result of the Contractor submitting to the Contracting Officer a written request showing evidence of errors in the original design data used to determine design quantities that cause a pay item total to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

1.5 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.

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

E. DESCRIPTION OF ITEMS

The following information describes what specific items of work are included in each bid item.

1. MOBILIZATION

a. Description of work: This work shall consist of preparatory work and operations necessary for the movement of personnel, equipment, supplies, and incidentals to the project site, and for all other work and operations that must be performed or that cause costs to be incurred prior to beginning work for the Project Work. The cost of premiums paid for performance and payment bonds are considered incidental to this item and will not be paid for separately. The maximum price bid for this mobilization may not exceed 10% of the total contract bid price.

b. Measurement: Lump Sum (LSQ)

2. DEMOLITION

a. Description of work: This work shall consist of removing the ENTIRE existing wood and concrete slab well house (with noted exceptions for Government salvaged items). This includes all associated electrical and plumbing 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.

All material is to be lawfully disposed off of Government property. Submittals for demolished material disposal are included.

b. Measurement: Lump Sum (LSQ)

3. FURNISH & INSTALL NEW WELL HOUSE

a. Description of work: This work shall consist of all submittals, materials, labor and equipment to furnish and install the new well house. This includes, but not limited to preparation grading for the 6” gravel pad, placement of the gravel pad and compaction, setting the building level with a crane, touch up paint work, adjusting doors/hinges/threshold and installing FS keyed deadbolt. and any other incidental item or task to install the new well house.

4. FURNISH & INSTALL ALL NEW WATER PIPING & FIXTURES IN WELL HOUSE

equipment to install all water piping and fixtures in the new well house. This includes, but not limited to, submittals, all galvanized iron piping (GIP), PVC piping, HDPE piping, transition fittings, water meter, valves, drains, pipe supports, pressure relief valve, pressure relief valve piping, marker post, sample taps, chlorination port, pump to waste fittings, pressure tanks and cement blocks, pressure switch and gage, dehumidifier with hose and any other incidental item or task to install all new water piping and fixtures for a complete turnkey system.

5. FURNISH & INSTALL 1” HDPE WATER LINE

equipment to install new 1” HDPE water line as shown on the Drawings. This includes, but not limited to, excavation, backfill, new HPDE pipe, transition fittings, KNEFF LAKE CAMPGROUND WATER SYSTEM RENOVATIONS-12-22-2022-R. SUTTON 7 of 54 end screens, marker posts, rip rap, warning tape, tracer wire, and any other incidental item or task to install the new water line.

b. Measurement: Linear Foot (DQ)

6. FURNISH & INSTALL 2” HDPE WATER LINE

a. Description of work: This work shall consist of all submittals, materials, labor and equipment to install new 2” HDPE water line as shown on the Drawings. This includes, but not limited to, excavation, backfill, new HPDE pipe, transition fittings, warning tape, tracer wire and any other incidental item or task to install the new water line.

b. Measurement: Linear Foot (DQ)

7. FURNISH & INSTALL VALVE BOX

a. Description of work: This work shall consist of all submittals, materials, labor and equipment to install a new valve box. This includes, but not limited to, excavation, backfill, valves, transition fittings, warning tape, tracer wire, marker posts, PVC pipe and fittings, valve wrench and any other incidental item or task to install the new valve box.

b. Measurement: Lump Sum (LSQ)

8. WELL MODIFICATIONS

a. Description of work: This work shall consist of all submittals, materials, labor and equipment to modify the existing well. This includes, but not limited to, removing the existing submersible pump and drop pipe, excavating, removing and properly disposing of the 500-1000 gallon underground Whitewater tank, extending the well casing, backfilling, grouting/sealing around the extended well casing, flushing the well, adding a pitless adapter, reinstalling the existing pump, extending the drop pipe and pump wiring as needed, connecting to the HDPE water line to the well house, adding a new well cap and any other incidental item or task to modify the existing water well to meet the State of Michigan Well Code, EGLE Water System Modification Permit and the Contract Drawings/Specifications.

b. Measurement: Lump Sum (LSQ)

9. ELECTRICAL WORK - COMPLETE

a. Description of work: This work shall consist of all submittals, materials, labor and equipment needed to install all electrical components to and in the new well house.

This includes, but not limited to, the electrical permit, coordination with the electrical company to get electricity to the well house including power pole removal and rerouting of new underground service line as shown on the Drawings, electric meter, excavation, backfill, all conduit, conductors, warning tape, tracer wire, well controls, wiring and conduit from the well pump to the well house controls, mounting and attaching hardware, connection to the new well house panel, connection to the pressure switch, extending the host electric line, underground water proof splices, marker post and any other incidental item or task to install the electrical system for a complete turn key system.

b. Measurement: Lump Sum (LSQ)

10. PRESSURE TESTING

a. Description of work: This work shall consist of all submittals, materials, labor and equipment needed for the pressure testing of the water system. This includes the

KNEFF LAKE CAMPGROUND WATER SYSTEM RENOVATIONS-12-22-2022-R. SUTTON 8 of 54 well, all new water lines, well house and valves. Repeat tests will be at the Contractor’s expense.

b. Measurement: Lump Sum (LSQ)

11. CHLORINATION OF WATER SYSTEM

a. Description of work: This work shall consist of all submittals, materials, labor and equipment needed for the complete chlorination of the entire water system. This includes the well, all water lines, 4 spigots and the well house at Kneff Lake Campground. This also includes flushing of the system after 24 hours chlorine contact time and obtaining required TC negative test results. Re-chlorination and repeat tests will be at the Contractor’s expense.

b. Measurement: Lump Sum (LSQ)

12. WELL WATER QUALITY TESTING

a. Description of work: This work shall consist of all submittals, materials, labor and equipment needed for the complete testing of the well water quality as per the Specification Section 221114 Water Distribution. This includes providing written sample results and clearly indicating if results meet MCL for the State of Michigan.

b. Measurement: Lump Sum (LSQ)

13. SITE RESTORATION

a. Description of work: This work shall consist of all submittals, materials, labor and equipment needed for final grading, seeding and mulching, site cleanup, grading of surrounding area and dirt access road disturbed by Contractor, removal of excess material, cleaning of paved surfaces and all other activities related to leaving the site in a condition equal to or better than the original condition.

b. Measurement: Lump Sum (LSQ)

14. COMMISSIONING OF SYSTEM

a. Description of work: This work shall consist of all Operation and Maintenance

Manuals, as-built drawings and the complete demonstration and training of Forest Service personnel of the proper Operation and Maintenance of the new water system using the Contractor supplied Operation and Maintenance Manuals.

b. Measurement: Lump Sum (LSQ)

PART 2 - PRODUCTS (Not Applicable)

PART 3 – EXECUTION (Not Applicable)

END OF SECTION 012700

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SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

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.

B. 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.

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1. 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.

2. 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 and other primary personnel. Identify individuals by name, duties and responsibilities, home address, and business/cell and home (in case of emergencies after hours) 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 AT 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

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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.

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.

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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.

D. Specifications shall be done in Microsoft Word format and a copy 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.

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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 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 013300

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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.

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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. Note: An electrical permit is required for this project that the Contractor shall pay for and obtain.

A water system permit from EGLE “Application and Permit to Install or Alter a Public Water Supply System” will be obtained by the USFS prior to September 30, 2022

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 014000

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SECTION 014200 - REFERENCES

1.1 DEFINITIONS

A. General Explanation: Specification language often includes terms that are defined elsewhere in the Contract including the Construction Clauses. Certain terms are defined in this section.

These definitions or explanations are not necessarily complete or exclusive but are general for the Work and may be explained more explicitly in other sections.

B. "General Conditions" refer collectively to the Construction Contract Clauses, Labor Standards and the U.S. Department of Labor Wage Decision bound into the specifications.

C. "Indicated" refers to graphic representations, notes or schedules on the Drawings, or to requirements elsewhere in the Specifications or other Contract Documents. Terms such as "shown", "noted", "scheduled" and "specified" have the same meaning as "indicated" and are used to further help locate the reference, but no limitation on location is intended except as specifically stated.

D. Where "directed", "authorized", "selected", "approved", or a similar term is used in conjunction with the Contractor's submittals, applications, requests and other activities, and the specifications state that an individual other than the Contracting Officer (CO) shall provide this action, it is understood that only the CO has this authority unless the individual stated is so authorized in writing by the CO.

1. When the individual is so authorized by the CO, the Contractor may still appeal the action to the CO.

2. The CO’s decision will be final.

3. In no case shall the CO action be interpreted as releasing the Contractor from responsibility to fulfill the requirements of the Contract.

E. "Regulations" include laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work.

F. "Project site" refers to the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other work.

G. "Furnish" means to supply and deliver to the Project site, ready for unloading, unpacking, assembling, installation and similar operations.

H. "Install" describes operations at the Project site, including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

I. "Provide" means to furnish and install, complete in place and ready for full use.

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J. "Cutting" refers to removal of material by cutting, sawing, drilling, coring, breaking, chipping, grinding, excavating and similar operations.

K. "Patching" refers to restoration of a surface to its original completed condition by filling, repairing, refinishing, closing and similar operations.

L. "Installer" is the Contractor, or another entity engaged by the Contractor, either directly or indirectly through subcontracting, to perform a particular construction operation at the Project site, including installation, erection, application and similar operations. Installers shall be skilled in the operations they perform.

M. "Testing agency" or "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report the results of those inspections and tests.

N. "Notice to Proceed" is the CO’s notification by letter to the Contractor to proceed with the Contract, activating the time period for construction and establishing the completion date.

1.2 CODES AND STANDARDS

A. Applicability of Standards: Unless the Contract includes more stringent requirements, applicable construction industry standards have the same force and effect, to the extent referenced, as if bound or copied directly into the Contract. Such standards are made a part of the Contract by reference.

B. Codes: The Work shall be performed in compliance with the latest editions of the following codes: ACI, IBC, IMC, IPC and NEC.

C. The Contractor shall comply with the Forest Service Health and Safety Code Handbook, FSH

6709.11 available at: fsh - 6709.11 Code Field Issuances (usda.gov)

D. Conflicting Requirements. Where compliance with two or more standards is specified, comply with the most stringent requirement. Refer uncertainties, and requirements that are different but apparently equal, to the CO in writing for a decision before proceeding.

E. Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the recognized name of a trade association, standards-producing organization, authority having jurisdiction or other entity applicable to the context of the particular provision. Except as otherwise indicated, refer to the current editions of the following publications for abbreviations:

1. "Encyclopedia of Associations: National Organizations of the U.S.", published by Gale Research.

2. "National Trade and Professional Associations of the United States", published by Columbia Books.

3. "Means Illustrated Construction Dictionary - New Unabridged Edition" published by R.S.

Means Company, Inc.

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F. Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the associated names. The following names may be referenced in the Contract:

1. AASHTO - American Association of State Highway and Transportation

2. ACI - American Concrete Institute

3. ADA – Americans with Disabilities Act

4. ADAAG – Americans with Disabilities Act Accessibility Guidelines

5. AI - Asphalt Institute

6. AISC - American Institute of Steel Construction

7. AITC - American Institute of Timber Construction

8. ALSC – American Lumber Standard Committee

9. ANSI - American National Standards Institute

10. ASME – American Society of Mechanical Engineers International

11. ASTM - American Society for Testing and Materials

12. AWPA - American Wood-Preservers' Association

13. AWS - American Welding Society

14. AWWA - American Water Works Association

15. CABO - Council of American Building Officials

16. CFR - Code of Federal Regulations

17. CRSI - Concrete Reinforcing Steel Institute

18. CS - Commercial Standard (U.S. Dept. of Commerce)

19. CSI - Construction Specifications Institute

20. DOT – Department of Transportation

21. EIA - Electronic Industries Association

22. EPA - Environmental Protection Agency

23. FS - Federal Specification (Publications available from GSA)

24. GSA - General Services Administration

25. IBC – International Building Code

26. IFC – International Fire Code

27. IPC – International Plumbing Code

28. ICBO – International Conference of Building Officials

29. MCAA – Mechanical Contractors Association of America

30. MSS-Manufacturers Standardization Society of the Valve and Fittings Industry Inc.

31. NECA – National Electrical Contractors Association

32. NEMA - National Electrical Manufacturers Association

33. NEC – National Electrical Code

34. NFPA - National Fire Protection Association

35. OSHA - Occupational Safety and Health Administration (U.S. Dept. of Labor)

36. PCA - Portland Cement Association

37. PCI – Precast/Prestressed Concrete Institute

38. SSPC - Steel Structures Painting Council - The Society for Protective Coatings

39. UFAS – Uniform Federal Accessibility Standards

40. UL - Underwriters Laboratories Inc.

41. IMC – International Mechanical Code

42. IPC – International Plumbing Code

43. USDA - U.S. Department of Agriculture

PART 2 - PRODUCTS (Not applicable)

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PART 3 - EXECUTION (Not applicable)

END OF SECTION 014200

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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. Provide a self-contained toilet(s) on site for use by the Contractor.

1.2 QUALITY ASSURANCE

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

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 TEMPORARY UTILITIES

A. Temporary Utility Services: Provide as needed to keep normal site operations from being interrupted. Project schedule will dictate the campground will be closed for the season to the public when the Contractor is working. Electricity will be available at the job site (via the current well house building) for the Contractor to use appropriately until the wellhouse is disconnected per the Contractor’s schedule. Excessive use will not be allowed. There is a CXT vault toilet near the project site the Contractor may use. The water system will be drained by the Government on September 30 prior to the Contractor starting work and no water will be available to the Contractor.

3.2 TEMPORARY SUPPORT FACILITIES

A. Provide temporary enclosures for protection of construction as needed. Collect waste from construction areas and elsewhere daily. Once the new concrete well house is placed, the Contractor can use it for storage of project materials that will not cause any damage to the building. The project site is behind two locked gates in which the Contractor will be able to daisy chain the locks. Contractor’s construction equipment and materials can be left onsite but must be off of the asphalt pavement and stored near the newly installed well house. There is no dumpster service available for the Contractor on site.

3.3 TEMPORARY PROTECTION FACILITIES

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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.

END OF SECTION 015000

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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.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

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. Maintain existing benchmarks at the sites as indicated on the Drawings or replace at new locations.

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C. 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…