Attachment 1 - SupplementalSpecifications.docx

DOCX document 77 KB Posted Jan 7, 2020

Attached to: New Well House - Chittenden Nursery, Huron-Maniste National Forests
Solicitation number: 12569R20Q0005
Issued by: Department of Agriculture Forest Service

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Attachment 3 - Davis Bacon Wage Determination.pdf	PDF	Jan 7, 2020
Solicitation12569R20Q0005.rtf	RTF text file	Jan 7, 2020
Attachment 2 - Plans.pdf	PDF	Jan 7, 2020

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SECTION C – SPECIFICATIONS

CHITTENDEN NURSERY NEW WELL HOUSE

TABLE OF CONTENTS

SECTION 011000 – SUMMARY	1
SECTION 011400 - WORK RESTRICTIONS	3
SECTION 012700 - MEASUREMENT AND PAYMENT	5
SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION	9
SECTION 013300 - SUBMITTAL PROCEDURES	11
SECTION 014000 - QUALITY CONTROL	14
SECTION 014200 - REFERENCES	16
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS	20
SECTION 017000 - EXECUTION REQUIREMENTS	22
SECTION 017320 - SELECTIVE DEMOLITION	25
SECTION 017700 - CLOSEOUT PROCEDURES	28
SECTION 221114 - WATER DISTRIBUTION	31
SECTION 260500 - BASIC ELECTRICAL MATERIALS AND METHODS	39
SECTION 312000 - EARTH MOVING	42
SECTION 329200 - TURF AND GRASSES	48

Chittenden Nursery New Well House Specifications – 12-16-2019-R. Sutton

SECTION 011000 – SUMMARY

PART 1 - GENERAL

1.1	PROJECT IDENTIFICATION
A.	Project Name and Location: Chittenden Nursery New Well House. From the Cadillac/Manistee Ranger Station office located at 412 Red Apple Road, Manistee, MI 49660 (phone 231-723-2211), head east on Red Apple Road towards US-31 for 0.2 miles. Turn right at the first cross street onto US-31 S and travel 0.5 miles. Turn left onto Stronach Road and travel 0.9 miles. Turn right onto Filer City Road and travel 0.7 miles. Continue to go straight onto Huer Hill Road for 0.3 miles. Continue straight onto Water Street for 0.1 miles. Turn right onto 4th Ave. and travel 0.1 miles. Continue to go straight on Stronach Road for 3.4 miles. Turn right onto M-55 E and travel 13.6 miles. Turn right onto Nursery Road (entrance to the Chittenden Nursery). Immediately after passing the stone gate way, turn right on the dirt two track road and drive approximately 100 yards to the project site on the north side of the road. GPS coordinates of the actual job site are N 44-13-22.96 and W 85-56-29.47.
B.	Project Summary Description: The project includes the installation of all necessary piping and electrical systems in and to a pre-installed pre-fabricated concrete wellhouse and the subsequent demolition of the entire existing well house. Work includes, but is not limited to, the following:
1.	Mobilization to site.
2.	Remove old submersible pump & drop pipe & install new submersible pump & drop pipe.
3.	Install all new water piping & fixtures in prefabricated concrete well house (provided and installed by others).
4.	Install new 2” HDPE water line from existing well to new well house.
5.	Install new 4” PVC water line from the new well house to the existing distribution line.
6.	Demolish the old wood well house with concrete slab.
7.	Perform all necessary electrical work.
8.	Chlorinate the ENTIRE water system.
9.	Perform all site restoration.
10.	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.
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. 1

PART 2 – PRODUCTS (Not Applicable) PART 3 – EXECUTION (Not Applicable)

END OF SECTION 011000

SECTION 011400 - WORK RESTRICTIONS

This section consists of examples illustrating possible Section content. Revise sample paragraphs as required to suit project conditions, or delete Section if no specific work restrictions apply.

PART 1 - GENERAL

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.

Usually delete following article if project is not located on a currently active Government site or in an occupied building.

1.2 CONTRACTOR USE OF PREMISES

Retain the following paragraph only if the Contracting Officer or the Contracting Officer's Representative intends to conduct a pre-construction survey with the Contractor.

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

Retain one of the following two paragraphs as applicable. Revise as required for project conditions.

B.	The Contractor shall perform all work without unnecessary disruption to the Chittenden Nursery water use operations. 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.

Retain the following subparagraphs that apply. Revise as required to suit project conditions.

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.

Retain one of the two following subparagraphs, or delete if storage space is shown on the drawings.

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.

Delete the following article if Government will not occupy the project until after construction.

1.3 GOVERNMENT OCCUPANCY AND TIME FRAME

Retain one of the two following paragraphs as applicable. Revise as required for project conditions.

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.	The new pre-fabricated concrete CXT wellhouse will be installed by others and ready for the Contractor to start work at the site on Monday, April 6, 2020. It is highly recommended the Contractor have submittals approved and materials purchased prior to this date, ready to start work as soon as possible to meet the project deadline.
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, shall be completed no later than 5 PM on Friday, May 29, 2020. This is the absolute latest the water system can be ready for potable consumption. The Contractor is HIGHLY encouraged to complete the project in advance of this deadline and shall strictly adhere to the FAR Clause 52.236-15 Schedules for Construction Contracts.

Delete the following article if no restrictions will be placed on the Contractor's working hours.

The following sample paragraphs may be used to establish limitations and other requirements for working hours. Edit, revise or rewrite as appropriate for project conditions. If paragraph A is used, insert the hours of Government occupation for the existing facilities.

Retain the following two paragraphs if paragraph C above is used and some work is required to be performed outside occupied hours.

Add subparagraphs to list this work, usually involving excessive noise, dust or other disruptive activity, that must be performed after occupied hours. If necessary, add further limiting hours, such as for activities where the noise may be disruptive to nearby residences in the evening.

Revise time of advanced approval if other than 48 hours is required.

Add paragraphs as necessary to include any specific requirements, such as the following example for suspension of work (insert dates).

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

END OF SECTION 011400

SECTION 012700 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1	SUMMARY
A.	This Section includes:
1.	Description of work included under each pay item
2.	Measurement and payment criteria applicable to the work performed.
3.	Defect assessment and non-payment for rejected work.
1.2	AUTHORITY
A.	The Contracting Officer’s Representative (COR) will take all measurements and compute quantities accordingly.
1.3	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: Measured by the number of individual items of work completed.
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.
1.4	PAYMENT
A.	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".
B.	The accepted quantities will be paid for at the contract unit price for each item as shown in the Schedule of Items.
C.	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.
D.	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.	INSTALL NEW 5 HP WELL PUMP & DROP PIPE
a.	Description of work: This work shall consist of all submittals, materials, labor and equipment to remove the existing 2” steel drop pipe and 7.5 HP submersible pump and install a new 5 HP submersible pump and 2” Sch 80 PVC drop pipe. This includes, but not limited to, new pitless adapter, torque arrestor, all wiring, splices, control box, conduit for wiring, warning tape and any other incidental item or task to install the new well pump.
b.	Measurement: Lump Sum (LSQ)

3.	INSTALL ALL NEW WATER PIPING & FIXTURES IN WELL HOUSE
a.	Description of work: This work shall consist of all submittals, materials, labor and equipment to install all water piping and fixtures in the new well house. This includes, but not limited to, submittals, all PVC piping, transition fittings, water meter, valves, drains, pipe supports, sediment filter, 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 and any other incidental item or task to install all new water piping and fixtures for a complete turn key system.
b.	Measurement: Lump Sum (LSQ)

4.	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 from the new pitless adapter at the existing well into the new well house. This includes, but not limited to, excavation, backfill, new HPDE pipe, transition fittings, warning tape, tracer wire and pressure testing the water line prior to burial, and any other incidental item or task to install the new water line.
b.	Measurement: Linear Foot (DQ)
5.	INSTALL 4” PVC WATER LINE
a.	Description of work: This work shall consist of all submittals, materials, labor and equipment to install new 4” PVC water line from the new well house to the existing 4” PVC waterline near the dirt two track road. This includes, but not limited to, excavation, backfill, new PVC pipe, transition fittings, warning tape, tracer wire and pressure testing the water line prior to burial, and any other incidental item or task to install the new water line.
b.	Measurement: Linear Foot (DQ)
6.	DEMOLISH EXISTING WELL BUILDING
a.	Description of work: This work shall consist of removing the ENTIRE existing wood well house, including all walls, concrete slab, piping, pressure tanks, electrical components, and any other incidental associated with the existing wood well house and properly disposed of off of Government property. This also includes removal of the existing water line from the well to the wood well house and removal of any water distribution piping in the way of installing the new 4” PVC water line. Submittals for demolished material disposal are included.
b.	Measurement: Lump Sum (LSQ)
7.	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 power company to get power to the well house, electric meter, excavation, backfill, all conduit, conductors, warning tape, tracer wire, wire troughs, disconnect switches, transformers, cement blocks, mounting and attaching hardware, connection to the pre-installed well house panel, connection to the pressure switch and any other incidental item or task to install the electrical system for a complete turn key system.
b.	Measurement: Lump Sum (LSQ)
8.	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 water system. This includes the well, all new PVC and HDPE lines, well house and the entire water system at Chittenden Nursery. This includes 3 buildings with water fixtures such as toilets, sinks, showers, etc., 2 buildings which have a single water supply fixture such as a spigot or stub in for future water and 1 flushing hydrant at the end of the line. 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)

9.	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 two track access road disturbed by Contractor, removal of excess material 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)
10.	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

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.

Retain the following subparagraph only if utility work is included in the project

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.

Retain the following article unless installation coordinations can be covered completely by shop drawing submittals only.

Usually retain one or both of the following paragraphs. Revise to suit project.

Add additional paragraphs to describe other coordination drawings required for the project.

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

Retain the following two subparagraphs for large projects that warrant a high level of energy monitoring.

Retain the following two paragraphs with their subparagraphs if recycling is a requirement. Revise as necessary to suit project.

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.

Retain the following paragraph with subparagraphs only for large complex projects. Revise to suit project.

In addition to the paragraph above, retain the following paragraph with subparagraphs only for large complex projects with extensive mechanical and electrical requirements. Revise to suit project. Delete shall be licensed to practice as a professional engineer in the location of the project, and" in the second sentence if this is not required.

Retain the following paragraph if the provisions for a Waste Management Plan are retained in this section.

Add any other specific coordinators required for the project.

Revise the following article, paragraphs and subparagraphs as necessary to suit project.

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.

Edit the following list as required. Add Construction Manager and other project personnel as appropriate.

Retain the following paragraphs with subparagraphs where the project work requires one or more preinstallation conferences. Revise to suit project.

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.
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. It is imperative the Contractor finish the Project on or before the date as shown in Section 011400 Work Restrictions. Changes or delays in the schedule must be communicated to the COR with a remedy to get back on schedule.

Retain the following article where project involves utility disruptions to existing occupied facilities. Revise to suit project.

Revise the following subparagraphs as necessary to suit project. Add any additional requirements.

Add subparagraphs as necessary to include any specific requirements of the project.

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

Retain the following paragraph if Waste Management is included in the project.

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.

Retain the following paragraph if utility service interruptions article is retained. Revise to suit project.

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

PART 1 - GENERAL

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.
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, 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 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.
	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.

Edit numbers of copies in the following two paragraphs and subparagraphs, if required to suit project.

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

SECTION 014000 - QUALITY CONTROL

PART 1 - GENERAL

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.

Retain the following subparagraph if one or more test, inspection or other quality control service can not be logically included in only one technical section that specifies the related construction activities, and Division 1 Section "System Quality Assurance" is included for this purpose. Otherwise, delete the subparagraph.

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 and 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.

4. Requirements for the Contractor to provide quality control services required by the Contracting Officer or authorities having jurisdiction are not limited by the provisions of this section.

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.

Retain the following paragraph only if the Government will provide some of the testing. Otherwise, delete the paragraph.

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 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. Note: An electrical permit is required for this project.

PART 2 - PRODUCTS (Not applicable) PART 3 - EXECUTION (Not applicable)

END OF SECTION 014000

SECTION 014200 - REFERENCES

PART 1 - GENERAL

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.
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.

Retain one of the two following paragraphs.

Retain one or both of the following two paragraphs only if the terms are used elsewhere in the specifications. Revise as required to suit the project.

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:
1.	https://www.fs.fed.us/t-d/pubs/ppt_html/htm06672C02/document/6709.11.pdf
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.

Retain one of the two following paragraphs, including the subparagraphs with the first paragraph and the list with the second paragraph. Both options have risks. The first paragraph relies on the Contractor, subcontractors, manufacturers and others doing work knowing or finding the correct names for each abbreviation when the names are not also included in the sections where referenced. The second paragraph requires careful editing of the list to include the correct abbreviations and associated names referenced elsewhere in the specifications, to avoid misunderstandings.

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.
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:

Retain the following abbreviations that are used elsewhere in the specifications. For each abbreviation that corresponds to two different names (such as AIA, APA, CTI, HI, MFMA, MIA, NAAMM, NFPA, SDI and TPI), delete the name that is not referenced elsewhere in the specifications, if applicable; or change one of the abbreviations here and in the sections where used; or include the correct associated name in parenthesis after the first use of the abbreviation in each section where referenced; or add "(when referenced in Division _____ Section "____________________.")" after each duplicate abbreviation and its associated name in the list to clarify where it applies. Add any other abbreviations with associated names, referenced elsewhere in the specifications, to the list.

1.	AASHTO - American Association of State Highway and Transportation
2.	ACI - American Concrete Institute
3.	ADA – American’s 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.	SSPC - Steel Structures Painting Council - The Society for Protective Coatings
38.	UFAS – Uniform Federal Accessibility Standards
39.	UL - Underwriters Laboratories Inc.
40.	IMC – International Mechanical Code
41.	IPC – International Plumbing Code
42.	USDA - U.S. Department of Agriculture

PART 2 - PRODUCTS (Not applicable) PART 3 - EXECUTION (Not applicable)

END OF SECTION 014200

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

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) Add additional paragraphs for other temporary materials with specific requirements for the project.

PART 3 - EXECUTION

3.1 TEMPORARY UTILITIES

Retain, delete, modify and add to the following paragraphs and subparagraphs of this article to suit project.

A. Temporary Utility Services: Provide as needed to keep normal site operations from being interrupted. Electricity and water 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 are no septic services at the project site.

Retain the following sub-subparagraph where required by authorities for health and safety purposes.

Retain one of the two following paragraphs. Use first paragraph where project includes sufficient sitework that could accommodate drainage ditches or stabilization ponds. Use second paragraph for other projects. Edit if necessary.

Retain the following subparagraphs with either paragraph above. Edit to suit project.

Retain the following paragraph for projects with sitework that includes excavation and subgrade construction. Edit if required.

Add paragraphs if project includes requirements for other temporary utilities.

3.2 TEMPORARY SUPPORT FACILITIES

Retain, delete, modify and add to the following paragraphs and subparagraphs of this article to suit project.

Retain the following paragraph if project involves temporary paving. Edit to suit project.

Retain the following subparagraphs that apply to project. Edit to suit project.

Add subparagraphs for any additional temporary paving requirements.

Retain the following paragraph for projects with sitework that includes excavation and subgrade construction.

A. Provide temporary enclosures for protection of construction as needed. Collect waste from construction areas and elsewhere daily. The Contractor will be able to use the interior of the new well house for storage of project related supplies, etc. and will be able to lock the door for security. The well house area is located just off of a public accessible two track dirt road. Other construction equipment can be left onsite, but must be off of this dirt road.

Add subparagraphs for other disposal requirements of the project, if any.

Retain the following paragraphs if applicable for project.

Add additional paragraphs for special support facilities applicable to the project, if any.

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.

Add additional paragraphs for any other special protection facilities.

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.

Retain the following subparagraph if temporary paving is required. Edit for project.

END OF SECTION 015000

SECTION 017000 - EXECUTION REQUIREMENTS

PART 1 - GENERAL

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

Retain the following paragraph if project involves extensive sitework and requires a land surveyor.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jan 7, 2020.