W9128F19Q0076_Final.pdf

COE FT PECK PROJECT OFFICE

STACY BRAATEN

USAED OMAHACENWO-OD-FP

301 EAST KANSAS STREET

FORT PECK MT 59223-0208

TEL: (406) 526-3411 EXT 4270 FAX:

W59XQG90657249

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W9128F19Q0076 12-Apr-2019 5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

IMPORTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NOTE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) (Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

U.S. ARMY CORPS OF ENGINEERS, OMAHA DIST

CONTRACTING OFFICE

1616 CAPITOL AVENUE

OMAHA NE 68102-4901

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

25-Apr-2019(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

402-995-2052JESSICA R JACKSON

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 Job

FURNISH/INSTALL SECURITY FENCE

FFP

Fort Peck Outside Maintenance Facility, Fort Peck, MT. Contractor shall furnish and install chain link fencing, complete with all posts, braces, gates and all other appurtenances, connecting into the existing fencing to fully secure the entire area IAW SOW and Specifications.

FOB: Destination

PURCHASE REQUEST NUMBER: W59XQG90657249

NET AMT

Section C - Descriptions and Specifications

SCOPE OF WORK

SCOPE OF WORK

Outside Maintenance Security Fence Addition

Fort Peck, MT

1.0 Scope of Work

There is an existing fence around a portion of the Fort Peck Outside Maintenance Facility but does not secure the entire area. This work will consist of furnishing and installing chain link fencing, complete with all posts, braces, gates and all other appurtenances, connecting into the existing to fully secure the entire area. The period of Performance shall be 180 days after Notice to Proceed.

2.0 General

2.1 Standards and Regulations

The Contractor shall perform to the standards in the contract and comply with all Local, State, and Federal Regulations during the services performed. The Contractor is responsible for ascertaining the extent to which these regulations affect the operations resulting from this contract. The Contractor shall comply will all applicable regulations.

Applicable regulations include, but are not limited to the following:

a. Engineering Manual (EM) 385-1-1 (USACE – Safety and Health Requirements Manual), dated November 2014;

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

b. Occupational Safety and Health Standards (29 CFR 1910);

2.1.1 Activity Hazard Analysis (AHA)

The contractor shall prepare the AHA in accordance with Paragraph 01.A.14 or 01.A.15 of the EM 385-1-1. If using Paragraph 01.A.15, prepare the AHA IAW Figure 1-2.

Note: Contractors and other individual employer’s typically use Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools. The government considers equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA, commensurate with the type of services the contractor is performing.

2.1.2 Abbreviated Accident Prevention Plan (APP)

EM 385-1-1 in its entirety may be too complex for the type of work performed under these contracts; contractors may reference Appendix A, for abbreviated Accident Prevention Plan (APP). The contractor shall only need to submit items in Appendix A that are pertinent to the contract. The contractor shall use a qualified person to prepare the site-specific abbreviated Accident Prevention Plan (APP). The contractor shall prepare the APP in accordance with the format and requirements of the EM 385-1-1 and supplemented herein. The contractor shall sign and submit the APP for approval prior to the start of work onsite.

2.2 Measurement and Payment

Payment items for the work under this contract for which contract job payments will be made are listed in the BID SCHEDULE and described below. The job price and payment constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required.

2.2.1 Furnish and Install Fence and Gates – CLIN 0001

2.2.1.1 Payment

Payment will be made for costs associated with the construction of the Security Fence in accordance with the drawing and specifications.

2.2.1.2 Unit of Measure

Unit of Measure: Job.

2.3 Location

The project is located at the US Army Corps of Engineers Maintenance Facility, 30 Judith Road, Fort Peck MT, 59223.

2.4 Staging Area

The government will provide limited space for the contractor to stage equipment and materials; contact the Contracting Officers Representative (COR) for staging needs.

2.5 Delivery, Storage, and Handling

Deliver to the job site materials in good condition and properly protected against damage to factory-finished surfaces. In general, all materials shall be delivered, stored and handled in a manner that protects them from damage, moisture, dirt, and intrusion of foreign materials. Materials delivered shall be checked against the specifications and approved samples.

2.6 Work Hours and Work Limits

The contractor is responsible for conducting business, between the hours of 0630 to1700 Monday thru Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. Working outside these work hours will need written permission from the COR.

The following Federal legal holidays are observed by this installation:

New Year's Day 1 January Martin Luther King's Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

If a wage determination applies the number of holidays specified on it, it has priority over this requirement.

2.7 Facilities

Toilet facilities will not be available for Contractor's use. The Contractor shall provide and maintain portable toilets for use by the Contractor's staff. Toilet(s) shall be placed at the location directed by the Contracting Officer. To prevent overturning by high winds, all portable toilets shall be anchored down.

2.7.1 Protection of Existing Facilities and Works

The Contractor shall be responsible for the protection of the work area from damage and upon completion of the work shall leave existing works in a condition equal to that which existed when the work started. All work, storage of materials, and construction plant shall be kept within the limits of the areas assigned. Prior to construction operations, the Contractor shall confer with the Contracting Officer's Representative to determine the proximity of any possible under-ground obstructions, pipe or equipment which could be damaged as a result of construction operations. Existing utility lines that are shown on the drawings or the locations are otherwise made known to the Contractor shall be protected from damage, and if damaged, shall be repaired by the Contractor at no additional expense to the Government. In the event that the Contractor damages any existing utility lines that are not shown or the locations of which have not been made known to the Contractor, report thereof shall be made immediately to the Contracting Officer. If the Contracting Officer determines that repairs shall be made by the Contractor, such repairs will be ordered under CONTRACT CLAUSES clause entitled "Changes." The Contractor will be responsible for the protection of structures from any structural damage during the construction operations. Roads and surfaces shall be protected from damage by the work or if damaged shall be repaired with equal materials at no additional expense to the Government. At all times the work areas shall be kept in a condition conducive to safety of workmen and the public and neat in appearance. Waste or surplus materials shall not be allowed to accumulate in the construction areas.

2.7.2 Location of Underground Utilities

Contact local utility locating service a minimum of 48 hours prior to excavating, to mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday. Verify existing utility locations indicated on contract drawings, within area of work.

2.8 Environmental Compliance

The contractor shall be responsible for ensuring that the project is in full environmental compliance with all applicable Federal, State, Local, and Regional environmental laws and regulations.

2.9 Antiterrorism/Operation Security Requirements

2.9.1 Access and General Protection/Security Policy and Procedures

All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services, or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

2.9.2 Pre-screen candidates using E-Verify Program. The Contractor must pre‐screen candidates using the E‐ verify Program (http://www.dhs.gov/E‐Verify) website to meet the established employment eligibility requirements.

The vendor must ensure that the candidate has two valid forms of government issued identification to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible candidates must be provided to the COR no later than three (3) business days after the initial contract award.

3.0 Submittals

Prior to commencement of work, the Contractor shall submit the following documents to the COR for review and approval:

a. Abbreviated Accident Prevention Plan (APP)

b. List of who will perform work on this contract;

c. Proof of Insurance for Contractors and Subcontractors;

d. Any additional submittals required by the specifications

4.0 Materials

All materials shall be in a new unused condition meeting the requirements of the specification.

5.0 Execution

Perform work in accordance with the drawings and Specification Section 32 31 13 CHAIN LINK FENCES AND GATES. Work includes furnishing and installation of approximately 2,512 ft of new FE6-TR-72 chain link fence, furnishing and installation of one new 24 ft double swing gate, and removal, relocation and installation of one existing 24 ft double swing gate. Contractor shall remove and reinstall an existing entrance gate to the location shown on the drawings to include any additional new hardware or materials required for the installation.

6.0 Contractor Quality Control (CQC)

CQC is the means by which the Contractor ensures that the construction, to include that of subcontractors and suppliers, complies with the requirements of the contract. At least three phases of control are required to be conducted by the CQC System Manager for each definable feature of the construction work as follows:

6.1 Preparatory Phase

This phase is performed prior to beginning work on each definable feature of work, after all required plans/documents/materials are approved/accepted, and after copies are at the work site. This phase includes:

a. A review of each paragraph of applicable specifications, reference codes, and standards. Make available during the preparatory inspection a copy of those sections of referenced codes and standards applicable to that portion of the work to be accomplished in the field. Maintain and make available in the field for use by Government personnel until final acceptance of the work.

b. Review of the Contract drawings.

c. Check to assure that all materials and/or equipment have been tested, submitted, and approved.

d. Review of provisions that have been made to provide required control inspection and testing.

e. Examination of the work area to assure that all required preliminary work has been completed and is in compliance with the Contract.

f. Examination of required materials, equipment, and sample work to assure that they are on hand, conform to approved shop drawings or submitted data, and are properly stored.

g. Review of the appropriate activity hazard analysis to assure safety requirements are met.

h. Discussion of procedures for controlling quality of the work including repetitive deficiencies. Document construction tolerances and workmanship standards for that feature of work.

i. Check to ensure that the portion of the plan for the work to be performed has been accepted by the Contracting Officer.

j. Discussion of the initial control phase.

k. The Government needs to be notified at least 48 hours in advance of beginning the preparatory control phase.

Include a meeting conducted by the CQC System Manager and attended by the superintendent, other CQC personnel (as applicable), and the foreman responsible for the definable feature. Document the results of the preparatory phase actions by separate minutes prepared by the CQC System Manager and attach to the daily CQC report. Instruct applicable workers as to the acceptable level of workmanship required in order to meet contract specifications.

6.2 Initial Phase

This phase is accomplished at the beginning of a definable feature of work. Accomplish the following:

a. Check work to ensure that it is in full compliance with contract requirements. Review minutes of the preparatory meeting.

b. Verify adequacy of controls to ensure full contract compliance. Verify required control inspection and testing are in compliance with the contract.

c. Establish level of workmanship and verify that it meets minimum acceptable workmanship standards. Compare with required sample panels as appropriate.

d. Resolve all differences.

e. Check safety to include compliance with and upgrading of the safety plan and activity hazard analysis. Review the activity analysis with each worker.

f. The Government needs to be notified at least 48 hours in advance of beginning the initial phase for definable feature of work. Prepare separate minutes of this phase by the CQC System Manager and attach to the daily CQC report. Indicate the exact location of initial phase for definable feature of work for future reference and comparison with follow-up phases.

g. The initial phase for each definable feature of work is repeated for each new crew to work onsite, or any time acceptable specified quality standards are not being met.

6.3 Follow-up Phase

Perform daily checks to assure control activities, including control testing, are providing continued compliance with contract requirements, until completion of the particular feature of work. Record the checks in the CQC documentation. Conduct final follow-up checks and correct all deficiencies prior to the start of additional features of work which may be affected by the deficient work. Do not build upon nor conceal non-conforming work.

7.0 Inspection and Tests

The government will provide inspection of all work in accordance with FAR 52.213-4 – Terms and Conditions – Simplified Acquisitions (Other Than Commercial Items). Contractor shall perform specified or required tests to verify that control measures are adequate to provide a product which conforms to contract requirements.

8.0 Point of Contact

The government will update this paragraph with POC information at time of award.

9.0 Drawings

Drawings may not reflect actual site conditions or show all equipment installed Therefore, field verification by the Contractor is highly recommended to determine actual site-specific conditions. The government is providing the following Drawings:

Sheet 01 – Site Plan Sheet 02 - FE6 Security Fence Details Sheet 03 – FE6 Double Swing Gate Detail

CHAIN LINK FENCE/GATES SPEC

SECTION 32 31

PART 1 GENERAL

1.1 REFERENCES

CHAIN LINK FENCES AND GATES

11/16

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

ASTM INTERNATIONAL (ASTM)

ASTM A116 (2011) Standard Specification for

Metallic-Coated, Steel Woven Wire Fence Fabric

ASTM A121 (2013) Standard Specification for

Metallic-Coated Carbon Steel Barbed Wire

ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A702 (2013) Standard Specification for Steel

Fence Posts and Assemblies, Hot Wrought

ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings

ASTM A824 (2001; R 2012) Standard Specification for

Metallic-Coated Steel Marcelled Tension Wire for Use With Chain Link Fence

ASTM A90/A90M (2013) Standard Test Method for Weight

[Mass] of Coating on Iron and Steel Articles with Zinc or Zinc-Alloy Coatings

ASTM C94/C94M (2016a) Standard Specification for

Ready-Mixed Concrete

ASTM F1043 (2016a) Standard Specification for Strength and Protective Coatings on Steel Industrial Fence Framework

ASTM F1083 (2016) Standard Specification for Pipe, Steel, Hot-Dipped Zinc Coated (Galvanized) Welded, for Fence Structures

ASTM F567 (2014a) Standard Practice for Installation of Chain Link Fence

ASTM F626 (2014) Standard Specification for Fence

Fittings

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FS RR-F-191/3 (Rev E; Am 1) Fencing, Wire and Post, Metal (Chain-Link Fence Posts, Top Rails and Braces)

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Fence Assembly; G, PO

Location of Gate, Corner, End, and Pull Posts; G, PO Gate Assembly; G, PO Gate Hardware and Accessories; G, PO Erection/Installation Drawings; G, PO

SD-03 Product Data

Fence Assembly; G, PO Gate Assembly; G, PO Gate Hardware and Accessories; G, PO Zinc Coating; G, PO Fabric; G, PO Stretcher Bars; G, PO Concrete; G, PO

SD-07 Certificates Certificates of Compliance

SD-08 Manufacturer's Instructions Fence Assembly Gate Assembly Hardware Assembly

Accessories

1.3 QUALITY CONTROL

1.3.1 Certificates of Compliance

Submit certificates of compliance in accordance with the applicable reference standards and descriptions of this section for the following:

a. Zinc coating

b. PVC coating

c. Aluminum alloy coating

d. Fabric

e. Stretcher bars

f. Gate hardware and accessories

g. Concrete

1.4 DELIVERY, STORAGE, AND HANDLING

Deliver materials to site in an undamaged condition. Store materials off the ground to provide protection against oxidation caused by ground contact.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

Provide fencing materials conforming to the requirements of ASTM A116, ASTM A702, ASTM F626.

Submit reports of listing chain-link fencing and accessories regarding weight in ounces for zinc coating.

Submit manufacturer's catalog data for complete fence assembly, gate assembly, hardware assembly and accessories.

2.2 COMPONENTS

2.2.1 Chain Link Fence Fabric

ASTM A 392, Class 1, zinc-coated steel wire with minimum coating weight of

1.2 ounces of zinc per square foot of coated surface. Fabric shall be fabricated of 9 gauge wire woven in 2 inch mesh. Fabric height shall be 6 feet. Fabric shall be twisted and barbed selvage on the top and bottom.

2.2.2 Line Posts

Minimum acceptable line posts are as follows:

Up to 6 feet high:

Grade A: 1.900 inch O.D.,ASTM F1043, Group IA, with Type A coating, weighing 2.72 pounds per linear foot.

Over 6 feet high:

2.375 inch O.D., ASTM F1043, Group IA, with Type A coating, weighing

3.65 pounds per linear foot.

2.2.3 End, Corner, and Pull Posts

Provide minimally acceptable end, corner, and pull posts as follows:

Up to 6 feet high:

Grade A: 2.375 inch O.D., ASTM F1043, Group IA, with Type A coating, weighing 3.65 pounds per linear foot.

Over 6 feet high:

Grade A: 2.875 inch O.D., ASTM F1043, Group IA, with Type A coating, weighing 5.80 pounds per linear foot.

2.2.4 Top Rail

Top rail shall be Group IA with a minimum of 1.660 inches O.D. pipe, weighing 2.27 pounds per linear foot. Provide expansion couplings 6 inches long at each joint in top rails.

2.2.5 Post-Brace Assembly

Provide bracing consisting of 1.660 inches O.D. pipe Group IA weighing

2.27 pounds per linear foot and 3/8 inch adjustable truss rods and turnbuckles.

2.2.6 Stretcher Bars

Provide bars that have one-piece lengths equal to the full height of the fabric with a minimum cross section of 3/16 by 3/4 inch, in accordance with ASTM A116, ASTM A702 and ASTM F626.

2.2.7 Stretcher Bar Bands

Provide bar bands for securing stretcher bars to posts that are steel, wrought iron, or malleable iron spaced not over 15 inches on center. Bands may also be used in conjunction with special fittings for securing rails to posts. Provide bands with projecting edges chamfered or eased.

2.2.8 Post Tops

Provide tops that are steel, wrought iron, or malleable iron designed as a weathertight closure cap. Provide one cap for each post, unless equal protection is provided by a combination post-cap and wire supporting arm.

Provide caps with an opening to permit through passage of the top rail.

2.2.9 Gate Posts

Provide a gate post for supporting each gate leaf as follows:

Up to 6-feet wide:

2.875 inch O.D. pipe, ASTM F1043, Group IA, with Type A coating, weighing 5.79 pounds per linear foot.

Over 6 feet wide and up to 13 feet wide:

2.875 inch O.D. pipe, ASTM F1043, Group IA, with Type A coating, weighing 5.79 pounds per linear foot.

Over 13-feet and up to 18-feet wide:

Provide 6.625 inch O.D. pipe, ASTM F1043, Group IA, with Type A coating, weighing 18.97 pounds per linear foot.

Over 18-feet wide:

Provide 8.625 inch O.D. pipe, ASTM F1043, Group IA, with Type A coating, weighing 24.70 pounds per linear foot.

2.2.10 Gates

For gate leaves up to 6 feet high or 6 feet wide, provide perimeter gate frames of 1.66 inch O.D. pipe Group IA weighing 2.27 pounds per linear foot.

For gate leaves over 6 feet high or 6 feet wide, provide perimeter gate frames of 1.90 inch O.D. pipe Group IA weighing 2.72 pounds per linear foot.

Provide gate frame assembly that is welded or assembled with special malleable or pressed-steel fittings and rivets to provide rigid connections. Install fabric with stretcher bars at vertical edges;

stretcher bars may also be used at top and bottom edges. Attach stretcher bars and fabric to gate frames on all sides at intervals not exceeding 15 inches. Attach hardware with rivets or by other means which provides equal security against breakage or removal.

Provide diagonal cross-bracing, consisting of 3/8 inch diameter adjustable-length truss rods on welded gate frames, where necessary to obtain frame rigidity without sag or twist. Provide nonwelded gate frames with diagonal bracing.

2.2.11 Gate Hardware and Accessories

Provide gate hardware and accessories that conforms to ASTM A116, ASTM A702, ASTM F626, and be as specified:

Provide hinges to suit gate size, non-lift-off type, offset to permit 180-degree opening.

Provide latch that permits operation from either side of the gate, with a padlock eye provided as an integral part of the latch.

Provide stops and holders of malleable iron for vehicular gates. Provide stops that automatically engage the gate and hold it in the open position until manually released.

2.2.12 Miscellaneous Hardware

Provide miscellaneous hot-dip galvanized hardware as required.

2.2.13 Wire Ties

Provide 9-gage galvanized steel wire for tying fabric to line posts,spaced 12 inches on center. For tying fabric to rails and braces, space wire ties 24 inches on center. For tying fabric to tension wire, space 0.105-inch hog rings 24 inches on center.

Manufacturer's standard procedure will be accepted if of equal strength and durability.

Provide wire ties constructed of the same material as the fencing fabric.

2.2.14 Barbed Wire

Barbed wire shall conform to ASTM A121, zinc-coated, Type Z,Class 3 with

12.5 gauge strand wire and 14 guage, round, 4-point barbs spaced no more than 5 inches apart.

2.3 MATERIALS

2.3.1 Zinc Coating

Provide hot-dip galvanized (after fabrication) ferrous-metal components and accessories, except as otherwise specified.

Provide zinc coating of weight not less than 1.94 ounces per square foot, as determined from the average result of two specimens, when tested in accordance with ASTM A90/A90M.

Provide zinc coating conforming to the requirements of the following:

a. Pipe: FS RR-F-191/3 Class 1 Grade A in accordance with ASTM F1083

Hot-dip zinc-coated after fabrication with 1.8 ounces of zinc per square foot of coated surface area.

b. Hardware and accessories: ASTM A153/A153M, Table 1

c. Surface: ASTM F1043

d. External: Type B-B surface zinc with organic coating, 0.97 ounce per square foot minimum thickness of acrylated polymer.

e. Internal: Surface zinc coating of 0.97 ounce per square foot minimum.

Provide galvanizing repair material that is cold-applied zinc-rich coating conforming to ASTM A780/A780M.

2.3.2 Tension Wire

Tension wire shall be No. 7-gauge, Type II, Class 4 coating, in accordance with ASTM A824.

2.3.3 Concrete

Provide concrete conforming to ASTM C94/C94M, and obtaining a minimum 28-day compressive strength of 3,000 psi.

2.3.4 Grout

Provide grout of proportions one part portland cement to three parts clean, well-graded sand and a minimum amount of water to produce a workable mix.

PART 3 EXECUTION

Submit manufacturer's erection/installation drawings and instructions that detail proper assembly and materials in the design for fence, gate, hardware and accessories.

Provide complete installation conforming to ASTM F567.

3.1 PREPARATION

Ensure final grading and established elevations are complete prior to commencing fence installation.

3.1.1 Clearing and Grading

Clear fence line of trees, brush, and other obstacles to install fencing for a distance of 10 feet inside; and 5 feet outside the fence. Establish a graded, compacted fence line prior to fencing installation. The ground surface irregularities along the fence line shall be eliminated to the extent necessary to maintain a minimum 1 1/2" to a maximum 2 1/2" clearance between the bottom of the fabric and finish grade.

3.2 INSTALLATION

3.2.1 Fence Installation

Install fence on prepared surfaces to line and grade indicated. Install fence in accordance with fence manufacturer's written installation instructions except as modified herein.

3.2.1.1 Post Spacing

Provide line posts spaced equidistantly apart, not exceeding 10 feet on center. Provide gate posts spaced as necessary for size of gate openings.

Do not exceed 500 feet on straight runs between braced posts. Provide corner or pull posts, with bracing in both directions, for changes in direction of 15 degrees or more, or for abrupt changes in grade. Submit drawings showing location of gate, corner, end, and pull posts.

3.2.1.2 Bottom Tension Wire

Install bottom tension wires before installing chain-link fabric, and pull wires taut. Place bottom tension wires within 6 inches of respective fabric line.

3.2.2 Excavation

Provide excavations for post footings which are drilled holes in virgin or compacted soil, of minimum sizes as indicated.

Space footings for line posts 10 feet on center maximum and at closer intervals when indicated, with bottoms of the holes approximately 3 inches below the bottoms of the posts. Set bottom of each post not less than 36 inches below finished grade when in firm, undisturbed soil. Set posts deeper, as required, in soft and problem soils and for heavy, lateral loads.

Uniformly spread soil from excavations adjacent to the fence line or on areas of Government property, as directed.

3.2.3 Setting Posts

Remove loose and foreign materials from holes and moisten the soil prior to placing concrete.

Provide tops of footings that are trowel finished and sloped or domed to shed water away from posts. Set hold-open devices, sleeves, and other accessories in concrete.

Keep exposed concrete moist for at least 7 calendar days after placement or cured with a membrane curing material, as approved.

Maintain vertical alignment of posts in concrete construction until concrete has set.

3.2.3.1 Earth and Bedrock

Provide concrete bases of dimensions indicated on the manufactures installation drawings. Compact concrete to eliminate voids, and finish to a dome shape.

3.2.3.2 Bracing

Brace gate, corner, end, and pull posts to nearest post with a horizontal brace used as a compression member, placed at least 12 inches below top of fence, and a diagonal tension rod .

a. Tolerances

Provide posts that are straight and plumb within a vertical tolerance of 1/4 inch after the fabric has been stretched. Provide fencing and gates that are true to line with no more than 1/2 inch deviation from the established centerline between line posts. Repair defects as directed.

3.2.4 Concrete Strength

Provide concrete that has attained at least 75 percent of its minimum 28-day compressive strength, but in no case sooner than 7 calendar days after placement, before rails, tension wire, or fabric are installed. Do not stretch fabric and wires or hang gates until the concrete has attained its full design strength.

Take samples and test concrete to determine strength as specified.

3.2.5 Top Rails

Provide top rails that run continuously through post caps or extension arms, bending to radius for curved runs. Provide expansion couplings as recommended by the fencing manufacturer.

3.2.6 Brace Assembly

Provide bracing assemblies at end and gate posts and at both sides of corner and pull posts, with the horizontal brace located at midheight of the fabric.

Install brace assemblies so posts are plumb when the diagonal rod is under proper tension.

Provide two complete brace assemblies at corner and pull posts where required for stiffness and as indicated.

3.2.7 Tension Wire Installation

Install tension wire by weaving them through the fabric and tying them to each post with not less than 7-gage galvanized wire or by securing the wire to the fabric with 10-gage ties or clips spaced 24 inches on center.

3.2.8 Fabric Installation

Provide fabric in single lengths between stretch bars with bottom barbs placed approximately 1-1/2 inches above the ground line. Pull fabric taut and tied to posts, rails, and tension wire with wire ties and bands.

Chain link fabric shall be installed on onsecure side of the post.

Ensure fabric remains under tension after the pulling force is released.

3.2.9 Stretcher Bar Installation

Thread stretcher bars through or clamped to fabric 4 inches on center and secured to posts with metal bands spaced 15 inches on center.

3.2.10 Barbed Wire Supporting Arms and Barbed Wire

Barbed wire supporting arms and barbed wire shall be installed as indicated and as recommended by the manufacturer. Supporting arms shall be anchored to the posts in a manner to prevent easy removal with hand tools. Barbed wire shall be pulled taut and attached to the arms with clips or other means that will prevent easy removal.

3.2.11 Gate Installation

Install gates plumb, level, and secure, with full opening without interference. Install ground set items in concrete for anchorage as recommended by the fence manufacturer. Adjust hardware for smooth operation and lubricated where necessary.

3.2.12 Tie Wires

Provide tie wires that are U-shaped to the pipe diameters to which attached. Twist ends of tie wires not less than two full turns and bent so as not to present a hazard.

3.2.13 Fasteners

W9128F19Q0076

Install nuts for tension bands and hardware on the side of the fence opposite the fabric side. Peen ends of bolts to prevent removal of nuts.

3.2.14 Zinc-Coating Repair

Clean and repair galvanized surfaces damaged by welding or abrasion, and cut ends of fabric, or other cut sections with specified galvanizing repair material applied in strict conformance with the manufacturer's printed instructions.

3.2.15 Accessories Installation

3.2.15.1 Post Caps

Install post caps as recommended by the manufacturer.

3.2.16 Grounding

Ground fences on each side of all gates, at each corner, at the closest approach to each building located within 50 feet of the fence, and where the fence alignment changes more than 15 degrees. Grounding locations can not exceed 650 feet. Bond each gate panel with a flexible bond strap to its gate post. Ground fences crossed by power lines of 600 volts or more at or near the point of crossing and at distances not exceeding 150 feet on each side of crossing.

Provide ground conductor consisting of No. 6 AWG solid copper wire. Provide copper-clad steel rod grounding electrodes 3/4 inch by 10 foot long. Drive electrodes into the earth so that the top of the electrode is at least 6 inches below the grade. Where driving is impracticable, bury electrodes a minimum of 12 inches deep and radially from the fence, with top of the electrode not less than 2 feet or more than 8 feet from the fence. Clamp ground conductor to the fence and electrodes with bronze grounding clamps to create electrical continuity between fence posts, fence fabric, and ground rods. Total resistance of the fence to ground cannot exceed 25 ohms.

3.3 CLOSEOUT ACTIVITIES

Remove waste fencing materials and other debris from the work site.

-- End of Section --

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 180 dys. ANP COE FT PECK PROJECT OFFICE

STACY BRAATEN

USAED OMAHACENWO-OD-FP

301 EAST KANSAS STREET

FORT PECK MT 59223-0208

(406) 526-3411 EXT 4270

FOB: Destination

968609

Section I - Contract Clauses

CLAUSES INCORPORATED BY REFERENCE

52.203-7 Anti-Kickback Procedures MAY 2014 52.203-12 Limitation On Payments To Influence Certain Federal

Transactions

OCT 2010

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.223-18 Encouraging Contractor Policies To Ban Text Messaging While Driving

AUG 2011

52.232-27 Prompt Payment for Construction Contracts JAN 2017 52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

52.233-1 Disputes MAY 2014 52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.236-5 Material and Workmanship APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-26 Preconstruction Conference FEB 1995 52.242-14 Suspension of Work APR 1984 52.243-4 Changes JUN 2007 52.243-5 Changes and Changed Conditions APR 1984 52.244-6 Subcontracts for Commercial Items JAN 2019 52.246-12 Inspection of Construction AUG 1996 52.246-21 Warranty of Construction MAR 1994 52.253-1 Computer Generated Forms JAN 1991 252.203-7000 Requirements Relating to Compensation of Former DoD

Officials

SEP 2011

252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.204-7002 Payment For Subline Items Not Separately Priced DEC 1991 252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7008 Compliance With Safeguarding Covered Defense Information

Controls

OCT 2016

252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting

OCT 2016

252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support

MAY 2016

252.209-7004 Subcontracting With Firms That Are Owned or Controlled By The Government of a Country that is a State Sponsor of Terrorism

OCT 2015

252.225-7048 Export-Controlled Items JUN 2013 252.232-7010 Levies on Contract Payments DEC 2006 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.244-7000 Subcontracts for Commercial Items JUN 2013

CLAUSES INCORPORATED BY FULL TEXT

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within ten (10) calendar days after the date the Contractor receives Notice to Proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 180 calendar days after receipt of Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

(End of clause)

52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

http://farsite.hill.af.mil

52.252-6 AUTHORIZED DEVIATIONS IN CLAUSES (APR 1984)

(a) The use in this solicitation or contract of any Federal Acquisition Regulation (48 CFR Chapter 1) clause with an authorized deviation is indicated by the addition of "(DEVIATION)" after the date of the clause.

(b) The use in this solicitation or contract of any Defense Federal Acquisition Regulation Supplement (DFARS) (48 CFR Chapter 2) clause with an authorized deviation is indicated by the addition of "(DEVIATION)" after the name of the regulation.

252.204-7007 ALTERNATE A, ANNUAL REPRESENTATIONS AND CERTIFICATIONS (DEC 2018)

Substitute the following paragraphs (d) and (e) for paragraph (d) of the provision at FAR 52.204-8:

(d)(1) The following representations or certifications in the System for Award Management (SAM) database are applicable to this solicitation as indicated:

(i) 252.209-7003, Reserve Officer Training Corps and Military Recruiting on Campus--Representation. Applies to all solicitations with institutions of higher education.

(ii) 252.216-7008, Economic Price Adjustment--Wage Rates or Material Prices Controlled by a Foreign Government. Applies to solicitations for fixed-price supply and service contracts when the contract is to be performed wholly or in part in a foreign country, and a foreign government controls wage rates or material prices and may during contract performance impose a mandatory change in wages or prices of materials.

(iii) 252.222-7007, Representation Regarding Combating Trafficking in Persons, as prescribed in 222.1771. Applies to solicitations with a value expected to exceed the simplified acquisition threshold.

(iv) 252.225-7042, Authorization to Perform. Applies to all solicitations when performance will be wholly or in part in a foreign country.

(v) 252.225-7049, Prohibition on Acquisition of Certain Foreign Commercial Satellite Services--Representations.

Applies to solicitations for the acquisition of commercial satellite services.

(vi) 252.225-7050, Disclosure of Ownership or Control by the Government of a Country that is a State Sponsor of Terrorism. Applies to all solicitations expected to result in contracts of $150,000 or more.

(vii) 252.229-7012, Tax Exemptions (Italy)--Representation. Applies to solicitations when contract performance will be in Italy.

(viii) 252.229-7013, Tax Exemptions (Spain)--Representation. Applies to solicitations when contract performance will be in Spain.

(ix) 252.247-7022, Representation of Extent of Transportation by Sea. Applies to all solicitations except those for direct purchase of ocean transportation services or those with an anticipated value at or below the simplified acquisition threshold.

(2) The following representations or certifications in SAM are applicable to this solicitation as indicated by the Contracting Officer: [Contracting Officer check as appropriate.]

____ (i) 252.209-7002, Disclosure of Ownership or Control by a Foreign Government.

____ (ii) 252.225-7000, Buy American--Balance of Payments Program Certificate.

____ (iii) 252.225-7020, Trade Agreements Certificate.

____ Use with Alternate I.

____ (iv) 252.225-7031, Secondary Arab Boycott of Israel.

____ (v) 252.225-7035, Buy American--Free Trade Agreements--Balance of Payments Program Certificate.

____ Use with Alternate I.

____ Use with Alternate II.

____ Use with Alternate III.

____ Use with Alternate IV.

____ Use with Alternate V.

(e) The offeror has completed the annual representations and certifications electronically via the SAM Web site at https://www.acquisition.gov/. After reviewing the SAM database information, the offeror verifies by submission of the offer that the representations and certifications currently posted electronically that apply to this solicitation as indicated in FAR 52.204-8(c) and paragraph (d) of this provision have been entered or updated within the last 12 months, are current, accurate, complete, and applicable to this solicitation (including the business size standard applicable to the NAICS code referenced for this solicitation), as of the date of this offer, and are incorporated in this offer by reference (see FAR 4.1201); except for the changes identified below ____ [offeror to insert changes, identifying change by provision number, title, date]. These amended representation(s) and/or certification(s) are also incorporated in this offer and are current, accurate, and complete as of the date of this offer.

FAR/DFARS Clause # Title Date Change

Any changes provided by the offeror are applicable to this solicitation only, and do not result in an update to the representations and certifications located in the SAM database.

(End of provision)

Section J - List of Documents, Exhibits and Other Attachments

EXTERNAL ATTACHMENTS

The following attachments (referenced in SOW at paragraph 9) are external attachments available at FBO.gov for this solicitation:

Attachment 1 – Site Plan Attachment 2 – FE6 Security Fence Details Attachment 3 – FE6 Double Swing Gate Detail

DAVIS BACON WD

General Decision Number: MT190074 02/08/2019 MT74

Superseded General Decision Number: MT20180075

State: Montana

Construction Type: Heavy

County: Valley County in Montana.

HEAVY CONSTRUCTION PROJECTS

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 1 02/08/2019

* ELEC0233-019 06/01/2018

Rates Fringes

ELECTRICIAN......................$ 31.50 14.26

ENGI0400-013 05/01/2013

Rates Fringes

POWER EQUIPMENT OPERATOR:

(Zone 1)

(1) A-frame truck Crane, oiler (except crane).$ 23.47 10.40

(2) Crane Oiler,Bulldozer, Roller (Dirt and Grade Compaction), Backhoe........$ 23.94 10.40

(3) Mechanic................$ 24.34 10.40

(4) Cranes, 25 tons - 44 tons........................$ 27.00 11.40

(5) Cranes, 45 tons to and incl. 74 tons...............$ 28.00 11.40

(6) Cranes, 75 tons to and incl. 149 tons; Cranes, Whirley (All)...............$ 29.00 11.40

(7) Cranes, 150 tons to including 250 tons (add $1.00 for every 100 tons over 250 tons); Crane, Stiff- Leg or

Derrick; Helicopter Hoist; Crane, Tower (all)...$ 30.00 11.40

ZONE DEFINITIONS FOR POWER EQUPMENT OPERATORS:

The zone hourly rates applicable to each project shall be determined by measuring the road miles over the shortest practical maintained route from the nearest County Court House of the following listed towns to the center of the job:

BILLINGS, BOZEMAN, BUTTE, GREAT FALLS, HELENA, KALISPELL,

MISSOULA

Zone 1: 0 to 30 miles - Base Pay Zone 2: 30 to 60 miles - Base Pay + $3.50 Zone 3: Over 60 miles - Base Pay + $5.50

IRON0732-018 06/01/2018

Rates Fringes

IRONWORKER: Reinforcing and Structural.......................$ 27.25 21.77

SUMT2011-050 02/08/2011

Rates Fringes

CARPENTER (Form Work Only).......$ 24.30 7.80

CARPENTER, Excludes Form Work....$ 21.13 7.00

LABORER: Common or General......$ 17.99 5.90

LABORER: Pipelayer..............$ 21.10 5.46

LABORER: Landscape and Irrigation.......................$ 15.14 1.30

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 23.53 8.05

OPERATOR: Excavator.............$ 23.62 8.05

OPERATOR: Grader/Blade..........$ 25.44 8.45

OPERATOR: Loader (Front End)....$ 24.58 8.05

OPERATOR: Scraper...............$ 23.00 6.76

TRUCK DRIVER: Dump Truck........$ 19.99 5.09

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 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 no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on…