Dunseith_Pembina_St_John_concrete_Total_small_business_19_Solicitation.pdf

GSA Solicitation No. 47PJ0019Q0016

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Simplified Acquisition Construction Contract for the replacement of designated areas of concrete at the LPOE’s in Dunseith, St. John and Pembina.

The Agreement

Table of Contents

I. Project Information A. Project Summary B. The Contract C. Period of Performance D. Work Conditions/Site Requirements E. Authorized Representative F. Contract Liquidated Damages Rate G. Buy American Exceptions H. Statement of Work, Specifications, Drawings, Exhibits, and Other Attachments

II. Prices A. Basis of Pricing

III. Terms and Conditions

A. Commencement, Prosecution, and Completion of Work B. Contractor Responsibilities C. Contractor Management and Personnel D. Material and Workmanship E. Project Schedule F. Extensions of Time G. Interpretation of Specifications and Drawings H. Submittals I. Government’s Right to Stop Work for Non-Compliance J. Other Contracts K. Substantial Completion and Contract Completion L. Use and Possession Prior to Substantial Completion M. Equitable Adjustments N. Finality of Contract Modifications O. Liquidated Damages P. Insurance Requirements Q. Administrative Matters R. Safeguarding Sensitive Data and Information Technology Resources S. Additional Terms and Conditions

IV. Contract Clauses

A. Clauses Incorporated in Full Text B. Clauses Incorporated by Reference

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I. Project Information

I.A. Project Summary

The intent of this project is to replace designated areas of concrete at the Dunseith, Pembina and St. John LPOE’s.

I.B. The Contract

(1) The Contract consists of the SF 1442, the Agreement, the Statement of Work, Specifications, Drawings, Exhibits, Amendments, Modifications, and other Attachments identified herein (collectively, the Contract Documents). The Contract contains the entire agreement of the Parties, and no prior written or oral agreement, express or implied, shall be admissible to contradict or modify any part of the Contract.

(2) Unless otherwise specified, the Contractor shall provide and pay for all labor, materials, equipment, tools, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution of the work described in and reasonably inferable from the Contract Documents (the Work), whether temporary or permanent. In consideration for, and upon condition of, the Contractor's completion of the Work, GSA shall pay the Contractor the price or prices established in Section II, subject to the terms and conditions set forth in this Contract.

I.C. Period of Performance

(1) Commencement. The Contractor shall commence performance of the Work within 15 days after the Contractor receives the Notice to Proceed (NTP).

(2) Substantial Completion. The Contractor shall achieve Substantial Completion of the Work, as that term is defined in this Agreement, no later than 140 calendar days from issuance of Notice to Proceed (NTP).

(3) Contract Completion. The Contractor shall achieve Contract Completion, as the term is defined in this Agreement, within 10 calendar days of Substantial Completion.

I.D. Work Conditions/Site Requirements

Exterior work

I.E. Authorized Representative

(1) This Contract is between the United States of America, acting by and through the Administrator of General Services (GSA), and the Contractor (the Parties). References in this Contract to "the Owner" or "the Government" shall be understood to refer to GSA. The following individual is designated as the only authorized GSA representative under this Contract, unless other warranted contracting officers are designated in writing:

Name: Cody Lee Address: 657 2nd Ave N Fargo ND 58102 Telephone: 701-566-6124 Email: cody.lee@gsa.gov

(2) Authorities and Limitations

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(a) All rights, responsibilities and authorities of GSA under this Contract are vested in the Contracting Officer. The Contracting Officer may delegate these rights, responsibilities, and authorities to other GSA representatives. Such delegations shall be effective and binding only if communicated in writing to the Contractor, and subject to any limitations specified therein.

(b) The Contractor shall perform the Contract in accordance with any order (including but not limited to instruction, direction, interpretation, or determination) issued by the Contracting Officer or other representative to whom the Contracting Officer has delegated authority. The Contractor assumes all the risk and consequences of performing work in accordance with an order issued by a person lacking authority to issue such order.

I.F. Contract Liquidated Damages Rate

In accordance with “Liquidated Damages” clause in Section III (Terms and Conditions), liquidated damages shall be calculated at the rate of $ per calendar day.

I.G. Buy American Exceptions

For the applicable Buy American clause and any exceptions, see Section IV of this Agreement.

I.H. Statement of Work, Specifications, Drawings, Exhibits, and Other Attachments

The following documents are incorporated by reference into this Contract.

(1) Statement of Work for Solicitation, 47PJ0019Q0016, 2019

(2) Construction Drawings for Solicitation, 47PJ0019Q0016, 2019

(3) Wage Determination ND29, 01/04/2019 / ND26, 01/04/2019

CONSTRUCTION SCOPE OF WORK

U.S. GENERAL SERVICES ADMINISTRATION, ROCKY MOUNTAIN REGION 8

Date: FEB 2019 Revision: N/A

Section 1: Project Title

Pembina LPOE - Concrete pad, curb, and drive lane replacement

Dunseith - Concrete Drive Lane Replacement

St John – Concrete Drive Lane Replacement

Section 2: Project Location, Building Name, & Building Number

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Pembina LPOE, 10980 HWY 29 112 W Stutsman Pembina, ND 58271 Building Number: 545, 546, 547

Dunseith LPOE, 10947 HWY 281 Dunseith, ND 58329 Building Number: 511, 514

St John LPOE, ND 30, 48th Ave NE St John, ND 58369 Building Number: 531

Section 3: Contact List

Contracting Officer (CO) Name: Cody Lee Email: cody.lee@gsa.gov Address: 657 2nd Ave North Fargo, ND 58102 Phone (O): 701 566-6124

Project Manager Name: Jesse Johnson Email: jesse.johnson@gsa.gov Address: 220 East Rosser Ave Bismarck, ND 58501 Phone (O): 701 557-9649

Property Manager Name: Curt Schumaier Email: curt.schumaier@gsa.gov Address: 100 1st Street SW Minot, ND 58701-3846 Phone (O): 701 552-9852

Section 4: Project Background & Project Description

1. Pembina LPOE Bldg “A” ND0545AO: The purpose of this project is to remove and replace the existing spalling concrete driveway and curbing with a new poured in place concrete slab. See picture 1 for dimensions

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2. Pembina LPOE Bldg “B” ND0547AO: The purpose of this project is to remove and replace the existing spalling concrete driveway with a new poured in place concrete slab. See picture 2 for dimensions

3. Pembina LPOE Bldg “C” ND0546AO: The purpose of this project is to remove and replace the existing spalling concrete driveway and curbing with a new poured in place concrete slab. See picture 3 for dimensions

4. Dunseith LPOE MPB ND0511AL : The purpose of this project is to remove and replace an approximately 36 feet x 40 feet of the existing spalling concrete, asphalt driveway and curbing with a new poured in place concrete slab and curbing. See picture 4 area 1 for dimensions.

5. Dunseith LPOE FWL ND0514AL: The purpose of this project is to remove and replace approximately 36 feet x 45 feet of the existing spalling concrete driveway and with a new poured in place concrete slab. See picture 4 area 2 for dimensions.

6. St John LPOE ND0531AN: The purpose of this project is to remove and replace the existing spalling concrete driveway with a new poured in place concrete slab. See picture 5 for dimensions.

Section 5: Project Objectives Pembina LPOE: Due to the excessive spalling to the concrete street slab and curbing, the government has decided to remove the existing slabs and install a new poured in place slab or slabs delineated by the property manager. There are 3 (three) different work areas that need replacing. See pictures 1-3

Dunseith LPOE: Due to the excessive cracking and pitting to the asphalt street slab the government has decided to remove the existing slab and install a new poured in place slab. . There are 2 (two) different work areas that need replacing. See Picture 4

St John LPOE: Due to the excessive spalling and cracking to the concrete slabs the government has decided to remove the existing slabs and install a new poured in place slabs. See picture 5

1) Pembina Concrete: Remove concrete slabs, curbing, and gudders. See Pictures 1-3 below for work areas and dimensions. GSA onsite personnel will identify and delineate the exact location of concrete to be replaced.

a. Demo Material and Base Prep:

i. Remove and dispose of existing slab concrete, curbing, and reinforcing materials.

If necessary, saw cuts shall be made into surrounding slabs as to not have a rough or broken edge. Saw cuts shall extend the full length of the slab as to not leave a jagged appearance.

ii. Contractor is responsible to move and/or repair any utility lines that may be in the way or damaged during construction.

iii. Contractor shall replace any base material lost during demo with class 5 NDDOT spec material. Verify that 6” base material exists to support the new slab.

iv. Wet base material before slab pour to ensure proper curing.

v. Asphalt shall be cut straight, as to make a clean transition between new and existing surfaces.

Pages 10 of 71 vi.

b. Concrete: GSA onsite personnel will identify and delineate the exact location of concrete to be replaced.

i. Minimum 4000 psi concrete shall be used with 6-8% air entrainment and a maximum slump of 4”, prior to the addition of any admixtures.

ii. Concrete thickness shall match the original thickness but no less than 6” thick.

iii. Number 4 Grade 60, deformed rebar shall be used and installed according to industry standard but no more than a 12” grid and tied at every other lap.

iv. Embed a 36” piece of #4 rebar a minimum of 8” into the existing slab. Install these every 2’ and tie off to rebar grid. This will keep the slabs from floating.

v. Chairs shall be used to support rebar for concrete placement.

vi. Shall contain ≥ 15% fly ash or ≥ 25% ground granulated blast-furnace (GGBF) slag.

vii. Each load shall be tested prior to placement.

c. Admixtures:

i. Hi Early admixture may be required depending on placement location.

ii. Additional admixtures and retarders may be advisable for hot or cold weather conditions.

iii. If the ambient temperature falls below 40˚F, maintain the concrete surface temperature between 40˚F - 90˚F for the duration of the curing process.

iv. If weather conditions cause rapid drying of the pavement surface, use burlap like material to cover the concrete and keep moist for the duration of the curing process.

v. Allow the concrete to cure a minimum of 72 hours.

vi. Contractor shall submit all proposed admixtures to GSA and receive approval prior to using.

vii. Provide a Certificate of Compliance from supplier for every load of concrete delivered to site.

d. Finishing:

i. Concrete finish shall have positive drainage away from surrounding structures and shall not have any depressions that will cause water to pool.

ii. Concrete is to have a medium broom, uniform textured finish perpendicular to the traffic flow.

iii. Spray curing compound immediately after finish.

iv. Keep surface free and clean of debris.

e. Control Joints:

i. Control joints are to be cut to line up with the existing slab, with the maximum spacing to be 10’ each way. Joints are to be cut at a depth of ¼ the thickness of the slab, but not less than 1”.

ii. Joints shall be blown out with compressed air.

iii. Joint widths shall be in accordance with sealer manufacturer's recommendations.

iv. Sealant is to be polyurethane selected per ASTM C1193 Standard Guide for Use of Joint Sealants and suitable for adhesion to concrete, standing water environment and UV resistant.

v. A backer rod shall be installed in a manner to produce the shape factor for the sealant specified.

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vi. The sealant shall be tooled to produce a slightly concave surface approximately 1/4" below the pavement surface.

vii. Install a fiber expansion joint material between the new slab and any existing concrete slab.

viii. Apply a waterproof joint sealant to the top of the expansion joint between the new slab and any existing concrete slab.

f. Pavement Markings:

i. Install pavement cross-walk markings to NDDOT specification Section 880

2) Dunseith Concrete Drive Repair: Remove and replace concrete slabs, curb and gutters, see picture 4 down below for work areas and dimensions. GSA onsite personnel will identify and delineate the exact location of concrete to be replaced.

a. Demo Material and Base Prep:

i. Remove and dispose of existing asphalt slab, reinforcing materials, and base materials. If necessary, saw cuts shall be made into surrounding slabs as to not have a rough or broken edge. Saw cuts shall extend the full length of the slab as to not leave a jagged appearance.

ii. Contractor is responsible to move and/or repair any utility lines that may be in the way or damaged during construction.

iii. Contractor shall replace any base material lost during demo with class 5 NDDOT spec material. Verify that 6” base material exists to support the new slab.

iv. Wet base material before slab pour to ensure proper curing.

b. Concrete: GSA onsite personnel will identify and delineate the exact location of concrete to be replaced.

i. Minimum 4000 psi concrete shall be used with 6-8% air entrainment and a maximum slump of 4”, prior to the addition of any admixtures.

ii. Concrete thickness shall match the original thickness but no less than 6” thick.

iii. Number 4 Grade 60, deformed rebar shall be used and installed according to industry standard but no more than a 12” grid and tied at every other lap.

iv. Embed a 36” piece of #4 rebar a minimum of 8” into the existing slab. Install these every 2’ and tie off to rebar grid. This will keep the slabs from floating.

v. Chairs shall be used to support rebar for concrete placement.

vi. Shall contain ≥ 15% fly ash or ≥ 25% ground granulated blast-furnace (GGBF) slag.

vii. Each load shall be tested prior to placement.

c. Admixtures:

i. Hi Early admixture may be required depending on placement location.

ii. Additional admixtures and retarders may be advisable for hot or cold weather conditions.

iii. If the ambient temperature falls below 40˚F, maintain the concrete surface temperature between 40˚F - 90˚F for the duration of the curing process.

iv. If weather conditions cause rapid drying of the pavement surface, use burlap like material to cover the concrete and keep moist for the duration of the curing process.

v. Allow the concrete to cure a minimum of 72 hours.

vi. Contractor shall submit all proposed admixtures to GSA and receive approval prior to using.

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vii. Provide a Certificate of Compliance from supplier for every load of concrete delivered to site.

d. Finishing:

i. Concrete finish shall have positive drainage away from surrounding structures and shall not have any depressions that will cause water to pool.

ii. Concrete is to have a medium broom, uniform textured finish perpendicular to the traffic flow.

iii. Spray curing compound immediately after finish.

iv. Keep surface free and clean of debris.

e. Control Joints:

i. Control joints are to be cut to line up with the existing slab, with the maximum spacing to be 10’ each way. Joints are to be cut at a depth of ¼ the thickness of the slab, but not less than 1”.

ii. Joints shall be blown out with compressed air.

iii. Joint widths shall be in accordance with sealer manufacturer's recommendations.

iv. Sealant is to be polyurethane selected per ASTM C1193 Standard Guide for Use of Joint Sealants and suitable for adhesion to concrete, standing water environment and UV resistant.

v. A backer rod shall be installed in a manner to produce the shape factor for the sealant specified.

vi. The sealant shall be tooled to produce a slightly concave surface approximately 1/4" below the pavement surface.

vii. Install a fiber expansion joint material between the new slab and any existing concrete slab.

viii. Apply a waterproof joint sealant to the top of the expansion joint between the new slab and any existing concrete slab.

3) St John’s Concrete Drive Repair: Remove and replace concrete slab, see Picture 5 below for work areas and dimensions. GSA onsite personnel will identify and delineate the exact location of concrete to be replaced.

a. Demo Material and Base Prep:

i. Remove and dispose of existing concrete slab, reinforcing materials, and base materials. If necessary, saw cuts shall be made into surrounding slabs as to not have a rough or broken edge. Saw cuts shall extend the full length of the slab as to not leave a jagged appearance.

ii. Contractor is responsible to move and/or repair any utility lines that may be in the way or damaged during construction.

iii. Contractor shall replace any base material lost during demo with class 5 NDDOT spec material. Verify that 6” base material exists to support the new slab.

iv. Wet base material before slab pour to ensure proper curing.

b. Concrete: GSA onsite personnel will identify and delineate the exact location of concrete to be replaced.

i. Minimum 4000 psi concrete shall be used with 6-8% air entrainment and a maximum slump of 4”, prior to the addition of any admixtures.

ii. Concrete thickness shall match the original thickness but no less than 6” thick.

iii. Number 4 Grade 60, deformed rebar shall be used and installed according to industry standard but no more than a 12” grid and tied at every other lap.

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iv. Embed a 36” piece of #4 rebar a minimum of 8” into the existing slab. Install these every 2’ and tie off to rebar grid. This will keep the slabs from floating.

v. Chairs shall be used to support rebar for concrete placement.

vi. Shall contain ≥ 15% fly ash or ≥ 25% ground granulated blast-furnace (GGBF) slag.

vii. Each load shall be tested prior to placement.

c. Admixtures:

i. Hi Early admixture may be required depending on placement location.

ii. Additional admixtures and retarders may be advisable for hot or cold weather conditions.

iii. If the ambient temperature falls below 40˚F, maintain the concrete surface temperature between 40˚F - 90˚F for the duration of the curing process.

iv. If weather conditions cause rapid drying of the pavement surface, use burlap like material to cover the concrete and keep moist for the duration of the curing process.

v. Allow the concrete to cure a minimum of 72 hours.

vi. Contractor shall submit all proposed admixtures to GSA and receive approval prior to using.

vii. Provide a Certificate of Compliance from supplier for every load of concrete delivered to site.

d. Finishing:

i. Concrete finish shall have positive drainage away from surrounding structures and shall not have any depressions that will cause water to pool.

ii. Concrete is to have a medium broom, uniform textured finish perpendicular to the traffic flow.

iii. Spray curing compound immediately after finish.

iv. Keep surface free and clean of debris.

e. Control Joints:

i. Control joints are to be cut to line up with the existing slab, with the maximum spacing to be 10’ each way. Joints are to be cut at a depth of ¼ the thickness of the slab, but not less than 1”.

ii. Joints shall be blown out with compressed air.

iii. Joint widths shall be in accordance with sealer manufacturer's recommendations.

iv. Sealant is to be polyurethane selected per ASTM C1193 Standard Guide for Use of Joint Sealants and suitable for adhesion to concrete, standing water environment and UV resistant.

v. A backer rod shall be installed in a manner to produce the shape factor for the sealant specified.

vi. The sealant shall be tooled to produce a slightly concave surface approximately 1/4" below the pavement surface.

vii. Install a fiber expansion joint material between the new slab and any existing concrete slab.

viii. Apply a waterproof joint sealant to the top of the expansion joint between the new slab and any existing concrete slab.

4) Contractor is responsible for the disposal of all excavated material and all clean up associated with the project.

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Section 6: Universal Scope Requirements

ALL of the requirements in this section are MANDATORY for ALL GSA projects

See the attached Universal Scope Requirements document for the full details outlining each item

Failure to comply with any and all of the requirements will result in the project not being accepted as complete

REQUIREMENTS for ALL Projects (Construction, Design & Design/Build)

a) Safety and Health Program

b) Asbestos Containing Materials. To comply with federal and state regulations as well as

GSA policy, an asbestos pre-alteration assessment is required for all construction projects as outlined in Section B of the Universal Scope Requirements.

c) Lead Containing Paint / Lead Based Paint

d) Excavation Permit

e) Utility Locates

f) Green Purchasing

g) Construction Indoor Air Quality (IAQ) Management Plan

h) Construction Waste Diversion

i) gBuild

j) Accessibility

k) Commissioning (for all new AHUs or all new building system equipment)

l) GSA IT Network

m) Building Monitoring and Control Systems (BMC)

n) Advanced Metering System

o) Sustainable Environmental Management System (SEMS)

Typical Project Document References https://www.gsa.gov/real-estate/design-construction/architecture-engineering/facilities-standards-p100-overview

Section 7: Contract Type Contract to be Firm Fixed Price

Section 8: Submittals

1) Contractor shall submit a Method of Procedures (MOP) to the Project Manager (PM), Jesse Johnson, for approval prior to commencement of work. At a minimum, the MOP shall include:

a) Brief narrative describing method of accomplishment, construction techniques, etc

b) Project schedule

c) Service/Utility Outages (if necessary)

d) Phasing schedule (if necessary)

e) Any building infrastructure/BAS equipment that may be impacted

2) Equipment list and preventative maintenance plan formatted to be used in Maximo.

3) Manufacturer's specifications, instructions and material specification sheets in original form

4) Submittal register/ log for all products specified to establish a standard of quality to include.

Submittal register response by the government shall be (14) calendar days or less.

https://www.gsa.gov/real-estate/design-construction/architecture-engineering/facilities-standards-p100-overview https://www.gsa.gov/real-estate/design-construction/architecture-engineering/facilities-standards-p100-overview

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5) If product samples are not submitted in a timely fashion, any delays caused by the contractor will not warrant a time extension. After completion of all work, the Contractor shall submit to the project manager the manufacturer's specifications, instructions and material specification sheets in original form. Additionally, the Contractor shall submit all inventory changes (removals, additions, upgrades, etc., and new condition codes) to the COR.

6) Submittal response by the government shall be (14) calendar days or less.

Section 9: Proposal Pricing

1) Pre-proposal Site Visit Meeting:

a) Contact Project Manager to set up an appointment.

I. The site visit shall consist of a meeting to review construction requirements followed by a walk-thru of the project site. The meeting shall be attended by the contractor and GSA project personnel, and appropriate sub-contractors.

b) Review existing conditions of the project area including any field verification.

c) Review the solicitation/evaluation requirements.

2) Cost Proposal Requirements:

a) When submitting a proposal, provide a cost breakdown for each task into the following categories: Materials, equipment, labor hours, subcontractor's quotes, overhead, profit, and bond broken down into shell, tenant improvement (TI) (by tenant), Building- Specific Amortized Capital (BSAC), and environmental (as applicable). Follow P120 guidelines for tier level based on project triage tool. Pricing shall be broken down by Construction Specification Institute (CSI) divisions.

b) Base Bid-

c) Option 1- If Applicable

d) Option 2- If Applicable

e) Option 3- If Applicable

Section 10: General Requirements

1) Contractor Use of the Premises

a) During the period of the project, the contractor will have access to the site only during business hours of 7:00 am 5:30 pm. No on-site work shall be performed outside these hours or on holidays unless otherwise directed by the Contracting Officer. The contractor will need to coordinate with the Contracting Officer to arrange access to the parking lot. The contractor shall make every effort to cause a minimum of damage to parking lots, any other paved areas, any items that need to be moved during the course of the project, and any areas not included in this scope of work. Any damage caused will be repaired at the contractor’s expense.

b) Operations will continue during this project so particular attention shall be given to phasing of project to minimize disruptions to their activities. Contractor shall coordinate with GSA representatives and then provide a schedule with phasing and duration for each activity. Schedule approval is to be obtained at least seven days prior to any work commencing. Communication during this project will be critical to meet this need.

2) Progress Meetings

a) Progress meetings are not required for this project. The project manager and

Pages 16 of 71 building team representative shall make daily inspections of the work progress.

3) Equipment

The contractor shall provide all equipment associated with the entire project, operate in a safe manner and adhere to all OSHA and GSA standards.

4) Equipment and Material Storage The contractor shall provide and store all equipment, the materials specified above, and any other materials required completing the project. The materials are required to be kept clean and dry throughout the duration of the project. Contractor to coordinate with building manager for location of storage sheds.

5) Sanitary Facilities Provide and maintain temporary toilet facilities in accordance with State Health Department and GSA requirements.

6) Badging & Security All contractor and sub-contractor personnel must obtain an HSPD-12 badge. An HSPD-12 badged worker may escort up to five non-badged workers at a time for up to 15 days.

7) Electricity, Water, and Gas GSA will pay for electricity, water, and gas during the course of this project. The contractor is responsible for making connections to the existing systems. Temporary electrical work shall meet the requirements of NFPA 70-1996 (NEC), Article 305. When temporary connections are removed, restore existing utility services to their original condition.

8) Contractor’s Field Office The contractor may provide an office/staging area for their own use. Size, location, and construction shall be subject to approval. Contractors may use the sanitary facilities in the building.

9) Fire Watch Contractor shall be responsible for providing fire watch if required per attached GSA fire watch guidelines.

10) Fire Alarm Impairment and Hot Work When a fire suppression or alarm system impairment is required, contractor shall provide written outage request to GSA for approval in advance of impairing any systems. Contractor shall be responsible for having a GSA approved NICET certified fire alarm contractor perform all system impairments. During fire alarm/suppression impairments or hot work procedures, contractor shall provide a fire watch per the GSA Regional Fire Watch Guidelines.

11) Protection of Public The building site will continue to be used by tenants. The contractor shall fence, barricade, or otherwise block off the immediate work area to prevent unauthorized entry. The contractor shall illuminate barricades and obstructions at night and maintain safe building access and egress for tenants.

12) Housekeeping The project site shall be kept in a neat, orderly, and safe condition at all times. The contractor shall provide enough containers for collecting construction debris and construction materials to be recycled. The contractor shall wet down dry materials and rubbish to prevent blowing dust and keep volatile wastes in covered containers. The contractor shall take all necessary precautions to prevent any dust or debris from filtering into other parts of the building including but not limited to mechanical and Fire Alarm systems. Should dust or debris filter into other parts of the building the contractor shall take immediate steps to clean the area (no equipment or supplies will be furnished by GSA).

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13) Transportation and Deliveries The contractor shall arrange deliveries of materials in accordance with construction schedules;

coordinate with COR to avoid conflict with other tenants and other work conditions at the site.

Contractor must make GSA PM & CO aware of any lead times that may affect the project schedule.

14) Cleaning Before scheduling the final inspection, the Contractor shall accomplish six items: (1) Remove all tools, equipment, surplus material, and rubbish; (2) Restore or refinish, to original condition, surfaces that are damaged due to the work of this contract; (3) Remove grease, dirt, stains, foreign materials, and labels from finished surfaces; (4) Thoroughly clean building interiors; (5) Pickup all construction debris from the site; and (6) At time of final inspection, project shall be thoroughly cleaned and ready for use.

15) Painting/Staining All painting, staining, or other activity which may cause noxious or undesirable fumes must be performed after normal working hours. The use of paint or stain that does not generate odors is preferred and may be required if the space will be occupied the following day with prior written approval from GSA.

16) Substantial Completion and Final Inspection

a) When project, or designated portion of project is complete, request a final inspection.

Upon receipt of request that project is substantially complete, the Contracting Officer will proceed with the inspection within ten days of receipt of request or will advise the contractor of items that prevent the project from being designated substantially complete.

b) Red-lined drawings and CAD as-built drawings, and field training for Operations and Maintenance (O&M) personnel shall be provided at completion of project. Maintain one complete set of contract drawings. Clearly mark changes, deletions, and additions using GSA CAD Standards to show actual construction conditions. Show additions in red, deletions in green, and special instructions in blue print. Provide to GSA within timeframe negotiated at time of award.

c) The contractor shall provide O&M manuals. The O&M manuals shall contain the following:

o Executed Warranties (at project completion) o Maintenance and operation manuals

17) Protection of the Building The construction contractor is responsible for the protection of all existing building property for damage due to work performed under this contract. Any damage caused by the performance of this contract shall be repaired to match like or better condition at no additional cost to the government.

Section 11: Payments

1) Payments: FAR clause 52.232-5, Payments under Fixed-Price Construction Contracts, is supplemented as follows:

a) Before submitting a request for payment, the Contractor shall attend pre-invoice payment meetings each month, as scheduled, with the designated Government representative for the purpose of facilitating review and approval of payment requests. Payment meetings may be

Pages 18 of 71 conducted in person or by telephone. The Contractor shall provide documentation to support the prospective payment request.

b) The Contractor shall submit its invoices to the Contracting Officer. Separate payment requests shall be submitted for progress payments, payments of retainage, and partial or final payments.

c) If the invoice does not meet the requirements of FAR Clause 52.232-27 (a)(2) and the requirements specified in Subparagraphs (3)(a),(d),(e),and(f) of the Administrative Matters clause, the Contracting Officer may be return the invoice to the Contractor without payment for correction. If the Contracting Officer disputes the requested payment amount, the Government may pay the portion of the requested payment that is undisputed.

d) Invoices shall be submitted in an original and two (2) copies to the designated billing office specified in this Contract or in individual delivery/work orders.

e) Invoices must include the Account Document Number (ADN) assigned at award.

f) The Contractor shall submit the following information or documentation with each invoice:

g) GSA Form 184A and/or 184B - Construction Progress Report (Construction Phases Only) or AIA Form G702, including the updated Schedule of Values upon which the payment request is based;

i. GSA Form 2419 - Certification of Progress Payments Under Fixed-Price Construction Contract;

ii. The payment terms that apply for the particular services rendered;

iii. Additional documentation: NA

h) GSA will not be obligated to issue final payment unless the Contractor has furnished to the Contracting Officer a release of claims against the Government relating to this Contract, and submitted all required product warranties, as-built drawings, operating manuals, and other items as specified in the Contract. The Contractor may reserve from the release specific claims only if such claims are explicitly identified with stated claim amounts. All release forms must bear the original signature of the signer and must be affixed with the Contractor’s corporate seal or the seal of a Notary Public.

2) Prompt Payment.

In accordance with FAR clause 52.232-27, the period for payments is as follows:

(a) Progress Payments: 14 days

(b) Subsequent Subcontractor Payments: 7 days

3) Payment Information:

The General Services Administration (GSA) makes information on contract payments available electronically at http://www.finance.gsa.gov. The Contractor may register at the site and review its record of payments. This site provides information only on payments made by GSA, not by other agencies.

http://www.finance.gsa.gov/

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Pictures-Work Areas

Pembina LPOE

Picture 1 Picture 2

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Picture 3

Dunseith LPOE Concrete Picture 4 Area 1 = ND0511AL Area 2 = ND0514AL

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St John Picture 5

Dunseith, St. John

General Decision Number: ND190029 01/04/2019 ND29

Superseded General Decision Number: ND20180037

State: North Dakota

Construction Type: Building

County: Rolette County in North Dakota.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded

(and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on

Pages 22 of 71 the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/04/2019

BOIL0647-006 03/01/2018

Rates Fringes

BOILERMAKER......................$ 37.22 27.14

ELEC1426-007 06/01/2018

ELECTRICIAN......................$ 30.72 13.23

ENGI0049-008 05/01/2018

POWER EQUIPMENT OPERATOR:

GROUP 1.....................$ 35.00 19.35

GROUP 2.....................$ 32.35 19.35

GROUP 3.....................$ 31.75 19.35

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Crane Operator 180' boom or jib and over any combination, all types, Crane Operator 150 tons & over, Overhead Cranes 250 tons & over, Tower Cranes 200' and up, an jib configuration 160' and over.

GROUP 2: All cranes up to 149 tons, Crane Operator up to

179' of Boom or Jib, any combination all types, Gentry

Crane operator, Overhead Cranes up to 249 tons, Tower

Cranes up to 199' and any jib configuration 159' and under.

GROUP 3: Forklift

IRON0512-010 05/01/2018

IRONWORKER, REINFORCING..........$ 32.05 27.85

Pages 23 of 71

PLAS0633-001 05/01/2018

CEMENT MASON/CONCRETE FINISHER...$ 30.33 14.90

* PLUM0300-020 06/04/2018

PIPEFITTER.......................$ 34.44 16.42

SUND2012-018 08/18/2014

BRICKLAYER.......................$ 24.60 10.28

CARPENTER........................$ 18.87 3.83

INSULATOR - MECHANICAL

(Duct, Pipe & Mechanical

System Insulation)...............$ 16.68 2.17

IRONWORKER, STRUCTURAL...........$ 28.02 15.21

LABORER: Common or General......$ 14.02 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 22.48 4.00

OPERATOR: Bobcat/Skid

Steer/Skid Loader................$ 21.23 12.65

OPERATOR: Loader................$ 21.00 12.45

PAINTER (Brush and Roller).......$ 20.46 0.00

PLUMBER..........................$ 23.09 5.16

SHEET METAL WORKER (HVAC Duct

Installation Only)...............$ 26.80 8.52

SHEET METAL WORKER (HVAC Unit

Installation Only)...............$ 28.88 8.20

TRUCK DRIVER: Dump Truck........$ 20.95 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

Pages 24 of 71

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or

"UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that

Pages 25 of 71 no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour

Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the

Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

Pages 26 of 71

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the

Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations

Wage and Hour Division

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator

(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator

U.S. Department of Labor

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

Pembina

General Decision Number: ND190026 01/04/2019 ND26

Superseded General Decision Number: ND20180034

State: North Dakota

Construction Type: Building

County: Pembina County in North Dakota.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Pages 27 of 71

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.60 for calendar year 2019 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded

(and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.60 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2019. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date

0 01/04/2019

BOIL0647-006 03/01/2018

BOILERMAKER......................$ 37.22 27.14

ELEC1426-007 06/01/2018

ELECTRICIAN......................$ 30.72 13.23

ENGI0049-008 05/01/2018

POWER EQUIPMENT OPERATOR:

GROUP 1.....................$ 35.00 19.35

GROUP 2.....................$ 32.35 19.35

GROUP 3.....................$ 31.75 19.35

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Crane Operator 180' boom or jib and over any combination, all types, Crane Operator 150 tons & over, Overhead Cranes 250 tons & over, Tower Cranes 200' and up, Pages 28 of 71 an jib configuration 160' and over.

GROUP 2: All cranes up to 149 tons, Crane Operator up to

179' of Boom or Jib, any combination all types, Gentry

Crane operator, Overhead Cranes up to 249 tons, Tower

Cranes up to 199' and any jib configuration 159' and under.

GROUP 3: Forklift

IRON0512-010 05/01/2018

IRONWORKER, REINFORCING..........$ 32.05 27.85

PLAS0633-001 05/01/2018

CEMENT MASON/CONCRETE FINISHER...$ 30.33 14.90

* PLUM0300-020 06/04/2018

PIPEFITTER.......................$ 34.44 16.42

SUND2012-015 08/18/2014

BRICKLAYER.......................$ 24.60 10.28

CARPENTER........................$ 19.40 0.00

INSULATOR - MECHANICAL

(Duct, Pipe & Mechanical

System Insulation)...............$ 16.68 2.17

IRONWORKER, STRUCTURAL...........$ 28.02 15.21

LABORER: Common or General......$ 13.50 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 22.48 4.00

OPERATOR: Bobcat/Skid

Steer/Skid Loader................$ 21.23 12.65

OPERATOR: Loader................$ 21.00 12.45

PAINTER (Brush and Roller).......$ 20.46 0.00

PLUMBER..........................$ 20.06 4.45

SHEET METAL WORKER (HVAC Duct

Installation Only)...............$ 26.80 8.52

Pages 29 of 71

SHEET METAL WORKER (HVAC Unit

Installation Only)...............$ 28.88 8.20

TRUCK DRIVER: Dump Truck........$ 20.95 0.00

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or

"UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number

Pages 30 of 71 where applicable, i.e., Plumbers Local 0198.