W9128F20Q0096.pdf

BIG BEND PROJECT OFFICE

MIKE WERDEL

COE BIG BEND PROJECT OFFICE

CENWO-OD-BB BIG BEND PROJECT

33573 NORTH SHORE RD

CHAMBERLAIN SD 57325-4513

TEL: 605-245-2255 FAX:

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

W9128F20Q0096 22-Sep-2020 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)

28-Sep-2020(Date)

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

402-995-2039LYNNE D REED

(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 1 Job Fencing Construction

FFP

Entire work complete to construct approximately 65 feet of 7 foot high security fence. This includes footings, piles and concrete placement. This excludes all other Basic Items.

FOB: Destination

PSC CD: Y1PZ

NET AMT

0002 1 Job Demolition and Disposal

FFP

Demolition and disposal of existing fence and materials left on site. This excludes all other Basic Items.

0003 1 Job All Other Work

FFP

All other work, including, but not limited to mobilization and demobilization. This excludes all other Basic Items.

Section C - Descriptions and Specifications

01 11 00 SUMMARY OF WORK

Section 01 11 00 Summary of Work

Powerhouse Security Fence Right Tail Race

Big Bend Dam, SD

18 September 2020

1.0 Scope of Work. Move and replace a section of security fence, plus relocate and reuse exiting 20’ security gate at the right tail race. Work consists of installing a fence from the road to water’s edge, which includes furnishing and driving piles, placing concrete with post sleeves, installing posts fabric and anti-climb wire per sheet CX106.

Relocate gate per sheet CX107. Remove temporary security fence between existing gate and new fence. Remove existing fence and concrete footing from Rip Rap. Remove and dispose of old fencing materials. All work shall be complete by 15 December 2020.

Some work depicted on the plans was completed under a previous project. This included replacing approximately 430 feet of 7-foot-high security fence with fabric and riprap under the fence. Three each, existing 18” culverts and end sections will be removed and replaced along the right tail race road. These culverts are approximately 55‘-0” long. Removal of the existing fence from the road to the top of the hill.

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 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 for the work under this purchase order for which contract job or unit price payments will be made are listed in the price schedule and described below. All costs for items of work, which are not specifically mentioned to be included in a job or unit price payment item, are included in the listed job or unit item most closely associated with the work involved. The job or unit price and payment made for each item listed 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 for which separate payment is not otherwise provided.

2.2.1 Driving three 30’ piles down the riprap area and constructing a 65 foot 12”x12” concrete footing along the piles with steel reinforcement and sleeves added to the wall for the new posts. Installing posts,7-foot high chain-link fabric, tension wires, and anti-climb brackets and wire.

2.2.2 Remove the existing chain link fence and posts and fill/re-grade the existing ground.

2.3 Location. Work is located along the south embankment of the tail-race channel at the Powerhouse at Big Bend Dam, SD.

2.4 Staging Area. Location of staging area shall be coordinated with the COR.

2.5 Delivery, Storage, and Handling. NA

2.6 Work Hours and Work Limits. The contractor is responsible for conducting business, between the hours of 0700 to 1700 Monday thru Friday except Recognized Federal Holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings.

2.6.1 Recognized Federal Holidays: There are ten (10) recognized holidays.

New Year’s Day Labor Day Martin Luther King Jr. Birthday Columbus Day President’s Day Veteran’s Day Memorial Day Thanksgiving Day Independence Day Christmas Day

2.7 Facilities. 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. Electricity is not provided

2.8 Environmental Conditions. The contractor shall comply with all applicable Federal, State, Local, and Regional environmental laws and regulations. The contractor is solely responsible for the production, submittal, and approval of all environmental and stormwater permits (state or federal).

2.9 Antiterrorism/Operation Security Requirements. NA

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

a. Activity Hazard Analysis (AHA);

b. Abbreviated Accident Prevention Plan (APP)

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

d. Proof of Insurance for Contractors and Subcontractors;

e. Preconstruction Submittals. SD Storm Water Pollution Prevention Plan

f. H-Pile – conforming to ASTM A572, Grade 50

g. Concrete mix design

h. Concrete test results

3.0 Materials. All materials shall meet the requirements of the plans and specifications.

The following materials are provided at the site:

a. Gates

b. Line posts

c. Chain-link fabric

d. Barbed wire

e. Anti-climb brackets

f. Tension wire

g. Pipe rails

4.0 Execution. Perform work in accordance with the drawings and specifications sections.

5.0 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).

6.0 Warranty. See FAR 52.246-24 – Warranty of Construction.

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

8.0 Reference Drawings. Drawings provided for reference only. Drawings may not reflect actual site conditions or show all equipment installed and the government does not guarantee the accuracy of the reference drawings and information provided within this document. Therefore, field verification by the Contractor is highly recommended to determine actual site-specific conditions.

See Attached Photos:

Materials to be disposed.

Materials left on site:

Existing fence to be removed:

New fence and gate location:

SECTION 32 31 13.53

SECTION 32 31 13.53

HIGH-SECURITY CHAIN LINK FENCES AND GATES

04/08

PART 1 GENERAL

1.1 REFERENCES

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)

Page

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 A392 (2011a; R 2017) Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric

ASTM A491 (2011; R 2017) Standard Specification for Aluminum-Coated Steel Chain-Link Fence Fabric

ASTM A824 (2011; R 2017) Standard Specification for Metallic-Coated Steel Marcelled Tension Wire for Use With Chain Link Fence

ASTM C94/C94M (2017a) Standard Specification for

Ready-Mixed Concrete

ASTM F1043 (2018) Standard Specification for

Strength and Protective Coatings on Steel Industrial Fence Framework

ASTM F1083 (2018) Standard Specification for Pipe, Steel, Hot-Dipped Zinc Coated (Galvanized) Welded, for Fence Structures

ASTM F1184 (2016) Industrial and Commercial

Horizontal Slide Gates

ASTM F567 (2014a) Standard Practice for

Installation of Chain Link Fence

ASTM F626 (2014) Standard Specification for Fence

Fittings

ASTM F900 (2011; R 2017) Standard Specification for Industrial and Commercial Swing Gates

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval.

1.3 QUALITY ASSURANCE

1.3.1 Required Report Data

Submit reports, signed by an official authorized to certify on behalf of the manufacturer, of chain-link fencing listing and accessories regarding weight in ounces for zinc coating, thickness of PVC coating, and chemical composition and thickness of aluminum alloy coating. Submit reports demonstrating full compliance with the following standards: FS RR-F-191, FS RR-F-191/1, FS RR-F-191/2, FS RR-F-191/3, and FS RR-F-191/4

1. 3. 2 Assembly and Installation Drawings

Submit Manufacturer's instructions and complete Fence Installation Drawings for review and approval by the Contracting Officer prior to shipment.

Drawing details shall include, but are not limited to: Fence Installation, Location of gate, corner, end, and pull posts, Gate Assembly, Turnstiles, and Gate Hardware and Accessories.

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 FENCE FABRIC

2.1.1 General

Provide ASTM A392, Class 2, zinc-coated steel wire with minimum coating weight of 2.0 ounces of zinc per square foot of coated surface, ASTM A491, Type I, aluminum-coated steel wire. Fabricate fence fabric of 9-gauge wire woven in 2 inch mesh conforming to ASTM All6. Set fabric height at 7 feet.

Fabric shall be twisted and barbed on the top selvage and knuckled on the bottom selvage.] Secure fabric to posts using stretcher bars or ties spaced 15 inches on center, or by integrally weaving to integral fastening loops of end, corner, pull, and gate posts for full length of each post. Install fabric on opposite side of posts from area being secured.

2.2 POSTS

2.2.1 Metal Posts for Chain Link Fence

Provide posts conforming to ASTM F1 083, zinc coated. Group IA, with external coating Type A steel pipe. Group IC steel pipe, zinc-coated with external coating Type A or Type B and Group II, roll-formed steel sections, meeting the strength and coating requirements of ASTM Fl043 and ASTM A702. Group III, ASTM F1043 steel H-section may be used for line posts in lieu of line post shapes specified for the other classes. Post shall be either Group IA steel pipe, Group IC, Group II, roll-formed steel sections, or Group III steel H-sections and be zinc coated (Type A) and polyvinyl chloride coated conforming to the requirements of ASTM F1043.

Provide sizes as shown on the drawings. Line posts and terminal (corner, gate, and pull) posts selected shall be of the same designation throughout the fence. Provide gate post for the gate type specified subject to the limitation specified in ASTM F900 and/or ASTM F1184. Post spacing shall conform to the recommended guidelines as set forth in the CLFMI "Wind Load Guide for the Selection of Line Post Spacing and Size" unless specified to exceed those guidelines.

FS RR-F-191/3 line posts; Class 1, steel pipe, Grade A. End, corner, and pull posts; Class 1, steel pipe, Grade A.

2.2.2 Accessories

a. Provide accessories conforming to ASTM F626. Ferrous accessories shall be zinc or aluminum coated.

b. Furnish truss rods for each terminal post. Provide truss rods with turnbuckles or other equivalent provisions for adjustment.

c. Provide Barbed wire supporting arms of the 45-degree outward angle 3-strand arm type and of the design required for the post furnished.

Secure arms by top tension wire.

d. Furnish caps in accordance with manufacturer's standard accessories.

e. Provide 9-gauge steel tie wire for attaching fabric to rails, braces, and posts and match the coating of the fence fabric. Tie wires for attaching fabric to tension wire on high security fences shall be 16 gage stainless steel. Provide double loop tie wires 6.5 inches in length. Miscellaneous hardware coatings shall conform to ASTM A153/A153M unless modified.

2.3 BRACES AND RAILS

ASTM F1083, zinc-coated, Group IA, steel pipe, size NPS 1-1/4. Group IC steel pipe, zinc-coated, shall meet the strength and coating requirements of ASTM F1043. Braces and rails shall be Group IA, steel pipe, size NPS 1-1/4 or Group II, formed steel sections, size 1-21/32 inch and be zinc coated (Type A) and polyvinyl chloride-coated conforming to the requirements of ASTM F1043. Group II, formed steel sections, size 1-21/32 inch, conforming to ASTM F1043, may be used as braces and rails if Group II line posts are furnished.

Braces, Class 1, steel pipe, Grade A.

2.4 WIRE

2.4.1 Wire Ties

Submit samples as specified. FS RR-F-191/4. Provide wire ties constructed of the same material as the fencing fabric. Provide accessories with polyvinyl (PVC) coatings similar to that specified for chain-link fabric or framework.

2.4.2 Barbed Wire

Provide barbed wire conforming to ASTM A121 zinc-coated, Type Z, Class 3, or aluminum-coated, Type A, with 12.5-gauge wire with 14 gauge, round, 4-point barbs spaced no more than 5 inches apart.

2.4.3 Tension Wire

Provide Type I or Type II tension wire, Class 4 coating, in accordance with ASTM A824. Provide 7-gauge coil spring wire for top wire.

2.5 CONCRETE

ASTM C94 /C94M, using 3/4-inch maximum size aggregate, and having minimum compressive strength of 3000 psi at 28 days. Grout shall consist of one part portland cement to three parts clean, well-graded sand and the minimum amount of water to produce a workable mix.

2.6 GATES

2.6.1 Gate Assembly

Provide gate assembly conforming to ASTM F900 and/or ASTM F1184 of the type and swing shown. Provide gate frames conforming to strength and coating requirements of ASTM F1083 for Group IA, steel pipe, with external coating Type A, nominal pipe size (NPS) 1-1/2. Provide gate frames conforming to strength and coating requirements of ASTM F1043, for Group IC, steel pipe with external coating Type A or Type B, nominal pipe size (NPS) 1-1/2.

Gate frames shall be polyvinyl chloride-coated steel pipe (Group IA)(Group IC) with external coating Type A, a nominal pipe size (NPS) 1-1/2, conforming to ASTM F1043. Gate fabric shall be as specified for chain link fabric,

2.6.2 Gate Leaves

For gate leaves, more than 8 feet wide, provide either intermediate members and diagonal truss rods or tubular members as necessary to provide rigid construction, free from sag or twist. Gate leaves less than 8 feet wide shall have truss rods or intermediate braces. Provide intermediate braces on all gate frames with an electro-mechanical lock. Attach fabric to the gate frame by method standard with the manufacturer except that welding will not be permitted.

2.6.3 Gate Hardware and Accessories

Submit manufacturer's catalog data. Furnish and install latches, hinges, stops, keepers, rollers, and other hardware items as required for the operation of the gate. Arrange latches for padlocking so that the padlock will be accessible from both sides of the gate. Provide stops for holding the gates in the open position. For high security applications, each end member of gate frames shall be extended sufficiently above the top member to carry three strands of barbed wire in horizontal alignment with barbed wire strands on the fence.

PART 3 EXECUTION

3.1 FENCE INSTALLATION

Perform complete installation conforming to ASTM F567.

3.1.1 Line and Grade

Install fence to the lines and grades indicated. Clear the area on either side of the fence line to the extent indicated. Space line posts equidistant at intervals not exceeding 10 feet. Terminal (corner, gate, and pull) posts shall be set at abrupt changes in vertical and horizontal alignment. Provide fabric continuous between terminal posts; however, runs between terminal posts shall not exceed 500 feet. Repair any damage to galvanized surfaces, including welding, with paint containing zinc dust in accordance with ASTM A780/A7 80M.

3.1.2 Excavation

Clear all post holes of loose material. Spread waste material where directed. Eliminate ground surface irregularities along the fence line to the extent necessary to maintain a 2-inch clearance between the bottom of the fabric and finish grade.

3.1.3 Concrete Slabs and Walls

Set posts into zinc-coated sleeves, set in concrete slab or wall, to a minimum depth of 12 inches. Fill sleeve joint with lead, non-shrink grout, or other approved material. Set posts for support of removable fence sections into sleeves that provide a tight sliding joint and hold posts aligned and plumb without use of lead or setting material.

3.2 POST INSTALLATION

3.2.1 Earth and Bedrock

a. Set posts plumb and in alignment. Except where solid rock is encountered, set posts in concrete to the depth indicated on the drawings. Where solid rock is encountered with no overburden, set posts to a minimum depth of 18 inches in rock. Where solid rock is covered with an overburden of soil or loose rock, set posts to the minimum depth indicated on the drawing unless a penetration of 18 inches in solid rock is achieved before reaching the indicated depth, in which case terminate depth of penetration. Grout all portions of posts set in rock.

b. Portions of posts not set in rock shall be set in concrete from the rock to ground level. Posts set in concrete shall be set in holes not less than the diameter shown on the drawings. Make diameters of holes in solid rock at least 1 inch greater than the largest cross section of the post. Thoroughly consolidate concrete and grout around each post, free of voids and finished to form a dome. Allow concrete and grout to cure for 72 hours prior to attachment of any item to the posts. Group

II-line posts may be mechanically driven, for temporary fence construction only, if rock is not encountered. Set driven posts to a minimum depth of 3 feet and protect with drive caps when setting.

c. Test fence post rigidity by applying a 50-pound force on the post, perpendicular to the fabric, at 5 feet above ground. Post movement measured at the point where the force is applied shall be less than or equal to 3/4 inch from the relaxed position. Test every tenth post for rigidity. When a post fails this test, make further tests on the next four posts on either side of the failed post. All failed posts shall be removed, replaced, and retested at the Contractor's expense.

3.2.2 Concrete Slabs and Walls

Set posts into zinc-coated sleeves, set in concrete slab or wall, to a minimum depth of 12 inches. Fill sleeve joint with lead, non-shrink grout, or other approved material. Set posts for support of removable fence sections into sleeves that provide a tight sliding joint and hold posts aligned and plumb without use of lead or setting material.

3.3 RAILS

Bolt bottom rail to double rail ends and securely fasten double rail ends to the posts. Peen bolts to prevent easy removal. Install bottom rail before chain link fabric.

3.4 FABRIC INSTALLATION

a. Install chain link fabric on the side of the post indicated. Attach fabric to terminal posts with stretcher bars and tension bands. Space bands at approximately 15-inch intervals. Install fabric and pull taut to provide a smooth and uniform appearance free from sag, without permanently distorting the fabric diamond or reducing the fabric height. Fasten fabric to line posts at approximately 15-inch intervals and fastened to all rails and tension wires at approximately 12-inch intervals.

b. Cut fabric by untwisting and removing pickets. Accomplish splicing by weaving a single picket into the ends of the rolls to be joined. The bottom of the installed fabric shall be 2 plus or minus 1/2 inch above the ground.

c. After the fabric installation is complete, exercise the fabric by applying a 50 pound push-pull force at the center of the fabric between posts; the use of a 30 pound pull at the center of the panel shall cause fabric deflection of not more than 2.5 inches when pulling fabric from the post side of the fence; every second fence panel shall meet this requirement; resecure and retest all failed panels at the Contractor's expense.

3.5 SUPPORTING ARMS

Install barbed wire supporting arms and barbed wire as indicated on the drawings and as recommended by the manufacturer. Anchor supporting arms Pull barbed wire taut and attach to the arms with clips or other means that will prevent easy removal.

W9128F20Q0096

3,6 GATE INSTALLATION

a. Install gates at the locations shown. Mount gates to swing as indicated. Install latches, stops, and keepers as required.

Install gates as recommended by the manufacturer.

b. Attach padlocks to gates or gate posts with chains. Weld or otherwise secure hinge pins, and hardware assembly to prevent removal.

3.7 GROUNDING

a. Ground fencing as specified.

b. 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 shall not exceed 650 feet. Bond each gate panel with a flexible bond strap to its gate post. Ground fences crossed by powerlines of 600 volts or more at or near the point of crossing and at distances not exceeding 150 feet on each side of crossing.

c. Provide ground conductor consisting of No. 8 AWG solid copper wire. Grounding electrodes shall be 3/4 inch by 10-foot-long copper-clad steel rod. Drive electrodes into the earth so that the top of the electrode is at least 6 inches below the grade. Where driving is impracticable, electrodes shall be buried a minimum of 12 inches deep and radially from the fence.

The top of the electrode shall not be 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 shall not be greater than 25 ohms.

3.8 SECURITY

Install new security fencing, remove existing security fencing, and perform related work to provide continuous security for facility.

Schedule and fully coordinate work with Contracting Officer and cognizant Security Officer.

3.9 CLEANUP

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

-- 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 0002 Destination Government Destination Government 0003 Destination Government Destination Government

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 31-DEC-2020 1 BIG BEND PROJECT OFFICE

MIKE WERDEL

COE BIG BEND PROJECT OFFICE

CENWO-OD-BB BIG BEND PROJECT

33573 NORTH SHORE RD

CHAMBERLAIN SD 57325-4513

605-245-2255

968806

0002 31-DEC-2020 1 (SAME AS PREVIOUS LOCATION)

0003 31-DEC-2020 1 (SAME AS PREVIOUS LOCATION)

Section H - Special Contract Requirements

DB WAGE DECISION

"General Decision Number: SD20200001 01/03/2020

Superseded General Decision Number: SD20190001

State: South Dakota

Construction Types: Heavy and Highway

Counties: South Dakota Statewide.

HEAVY AND HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 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 $10.80 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 2020. 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 01/03/2020

* SUSD2018-001 03/20/2018

Rates Fringes

CARPENTER........................$ 27.96 0.00

CONCRETE FINISHER................$ 21.41 0.00

ELECTRICIAN......................$ 26.42 3.85

LABORER

Group 1.....................$ 18.86 0.00 Group 2.....................$ 17.51 0.00 Group 3.....................$ 18.95 0.00

Group 5.....................$ 27.96 0.00 Group 6.....................$ 21.41 0.00

LABORER CLASSIFICATIONS:

GROUP 1: Air Tool Operator; Common Laborer; Landscape Worker, Flagger, Pilot Car Driver; Trucks under 26,000 GVW; Blue-top Checker, Materials Checker.

GROUP 2: Mechanic Tender; Pipe Layer (except culvert); Form Builder Tender; Special Surface Finish Applicator; Striping.

GROUP 3: Asphalt Plant Tender; Pile Driver Leadsman; Form Setter, Oiler/Greaser.

GROUP 5: Form Builder

GROUP 6: Grade Checker

PAINTER..........................$ 21.41 0.00

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 20.62 0.00 Group 2.....................$ 20.66 0.00 Group 3.....................$ 22.02 0.00 Group 4.....................$ 23.79 0.00 Group 5.....................$ 24.77 0.00

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Concrete Paving Cure Machine; Concrete Paving Joint Sealer; Conveyor; Tractor (farm type with attachments); Self- Propelled Broom; Concrete Routing Machine; Paver Feeder;

Pugmill; Skid Steer.

GROUP 2: Bull Dozer 80 HP or less; Front End Loader 1.25 CY or less; Self-Propelled Roller (except Hot Mix); Sheepsfoot/50 Ton Pneumatic Roller; Pneumatic Tire Tractor or Crawler (includes Water Wagon and Power Spray Units); Wagon Drill; Air Trac; Truck Type Auger; Concrete Paving Saw.

GROUP 3: Asphalt Distributor; Bull Dozer over 80 HP; Concrete Paving Finishing Machine; Backhoes/Excavators 20 tons or less;

Crusher (may include internal screening plant); Front End Loader over 1.25 CY; Rough Motor Grader; Self-Propelled Hot Mix Roller; Push Tractor; Euclid or Dumpster; Material Spreader; Rumble Strip Machine.

GROUP 4:Asphalt Paving Machine Screed; Asphalt Paving Machine;

Cranes/Derricks/Draglines/Pile Drivers/Shovels 30 to 50 tons;

Backhoes/Excavators 21 to 40 tons; Maintenance Mechanic;

Scrapers; Concrete Pump Truck.

GROUP 5:Asphalt Plant; Concrete Batch Plant;

Backhoes/Excavators over 40 tons;

Cranes/Derricks/Draglines/Pile Drivers/Shovels over 50 tons;

Heavy Duty Mechanic; Finish Motor Grader; Automatic Fine Grader; Milling Machine; Bridge Welder.

TRUCK DRIVER

Group 1.....................$ 21.46 0.00 Group 2.....................$ 21.66 4.22

TRUCK DRIVERS CLASSIFICATIONS

GROUP 1: Tandem Truck without trailer or pup; Single Axle Truck over 26,000 GVW with trailer.

GROUP 2: Semi-Tractor and Trailer; Tandem Truck with Pup.

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 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.

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 200 Constitution Avenue, N.W.

Washington, DC 20210

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 U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

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

END OF GENERAL DECISION"

Section I - Contract Clauses

CLAUSES INCORPORATED BY REFERENCE

52.204-13 System for Award Management Maintenance OCT 2018 52.204-18 Commercial and Government Entity Code Maintenance AUG 2020 52.209-10 Prohibition on Contracting With Inverted Domestic

Corporations

NOV 2015

52.211-18 Variation in Estimated Quantity APR 1984 52.219-6 (Dev) Notice of Total Small Business Set-Aside (DEVIATION

2020-O0008).

MAR 2020

52.222-6 Construction Wage Rate Requirements AUG 2018 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records AUG 2018 52.222-9 Apprentices and Trainees JUL 2005 52.222-10 Compliance with Copeland Act Requirements FEB 1988 52.222-11 Subcontracts (Labor Standards) MAY 2014 52.222-12 Contract Termination-Debarment MAY 2014 52.222-13 Compliance With Construction Wage Rate Requirements and

Related Regulations

MAY 2014

52.222-14 Disputes Concerning Labor Standards FEB 1988 52.222-15 Certification of Eligibility MAY 2014 52.222-27 Affirmative Action Compliance Requirements for

Construction

APR 2015

52.222-55 Minimum Wages Under Executive Order 13658 DEC 2015 52.222-62 Paid Sick Leave Under Executive Order 13706 JAN 2017 52.223-17 Affirmative Procurement of EPA-Designated Items in Service and Construction Contracts

AUG 2018

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

JUN 2020

52.227-4 Patent Indemnity-Construction Contracts DEC 2007 52.228-2 Additional Bond Security OCT 1997 52.228-5 Insurance - Work On A Government Installation JAN 1997 52.228-11 (Dev) Pledges of Assets (DEVIATION 2020-O0016) APR 2020 52.228-12 Prospective Subcontractor Requests for Bonds MAY 2014 52.232-5 Payments under Fixed-Price Construction Contracts MAY 2014 52.232-23 Assignment Of Claims MAY 2014 52.232-27 Prompt Payment for Construction Contracts JAN 2017 52.236-2 Differing Site Conditions APR 1984 52.236-3 Site Investigation and Conditions Affecting the Work APR 1984 52.236-5 Material and Workmanship APR 1984 52.236-7 Permits and Responsibilities NOV 1991 52.236-8 Other Contracts APR 1984 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

APR 1984

52.236-10 Operations and Storage Areas APR 1984 52.236-11 Use and Possession Prior to Completion APR 1984 52.236-12 Cleaning Up APR 1984 52.236-13 Accident Prevention NOV 1991 52.236-16 Alt I Quantity Surveys (Apr 1984) - Alternate I APR 1984 52.236-17 Layout of Work APR 1984 52.236-21 Specifications and Drawings for Construction FEB 1997 52.236-26 Preconstruction Conference FEB 1995 52.242-14 Suspension of Work APR 1984

52.243-5 Changes and Changed Conditions APR 1984 52.246-21 Warranty of Construction MAR 1994 52.249-10 Default (Fixed-Price Construction) APR 1984 252.201-7000 Contracting Officer's Representative DEC 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 252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7006 Billing Instructions OCT 2005 252.204-7012 Safeguarding Covered Defense Information and Cyber

Incident Reporting

DEC 2019

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

MAY 2016

252.204-7018 Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services

DEC 2019

252.225-7012 Preference For Certain Domestic Commodities DEC 2017 252.225-7048 Export-Controlled Items JUN 2013 252.232-7003 Electronic Submission of Payment Requests and Receiving

Reports

DEC 2018

252.232-7010 Levies on Contract Payments DEC 2006 252.232-7017 Accelerating Payments to Small Business Subcontractors--

Prohibition on Fees and Consideration

APR 2020

252.236-7000 Modification Proposals-Price Breakdown DEC 1991 252.236-7008 Contract Prices-Bidding Schedules DEC 1991 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.244-7000 Subcontracts for Commercial Items JUN 2013 252.247-7023 Transportation of Supplies by Sea FEB 2019

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 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 31 December 2020.

(End of clause)

52.213-4 TERMS AND CONDITIONS--SIMPLIFIED ACQUISITIONS (OTHER THAN COMMERCIAL

ITEMS) (AUG 2020)

(a) The Contractor shall comply with the following Federal Acquisition Regulation (FAR) clauses that are incorporated by reference:

(1) The clauses listed below implement provisions of law or Executive order:

(i) 52.203-19, Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements (JAN 2017) (section 743 of Division E, Title VII, of the Consolidated and Further Continuing Appropriations Act, 2015 (Pub. L.

113-235) and its successor provisions in subsequent appropriations acts (and as extended in continuing resolutions)).

(ii) 52.204-23, Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and Other Covered Entities (Jul 2018) (Section 1634 of Pub. L. 115-91).

(iii) 52.204-25, Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment. (AUG 2020) (Section 889(a)(1)(A) of Pub. L. 115-232).

(iv) 52.222-3, Convict Labor (JUN 2003) (E.O. 11755).

(v) 52.222-21, Prohibition of Segregated Facilities (APR 2015).

(vi) 52.222-26, Equal Opportunity (SEPT 2016) (E.O. 11246).

(vii) 52.225-13, Restrictions on Certain Foreign Purchases (JUN 2008) (E.O.s, proclamations, and statutes administered by the Office of Foreign Assets Control of the Department of the Treasury).

(viii) 52.233-3, Protest After Award (AUG 1996) (31 U.S.C. 3553).

(ix) 52.233-4, Applicable Law for Breach of Contract Claim (OCT 2004) (Pub. L. 108-77, 108-78 (19 U.S.C. 3805 note).

(2) Listed below are additional clauses that apply:

(i) 52.232-1, Payments (APR 1984).

(ii) 52.232-8, Discounts for Prompt Payment (FEB 2002).

(iii) 52.232-11, Extras (APR 1984).

(iv) 52.232-25, Prompt Payment (JAN 2017).

(v) 52.232-39, Unenforceability of Unauthorized Obligations (JUN 2013).

(vi) 52.232-40, Providing Accelerated Payments to Small Business Subcontractors (DEC 2013).

(vii) 52.233-1, Disputes (MAY 2014).

(viii) 52.244-6, Subcontracts for Commercial Items (AUG 2020).

(ix) 52.253-1, Computer Generated Forms (JAN 1991).

(b) The Contractor shall comply with the following FAR clauses, incorporated by reference, unless the circumstances do not apply:

(1) The clauses listed below implement provisions of law or Executive order:

(i) 52.204-10, Reporting Executive Compensation and First-Tier Subcontract Awards (JUN 2020) (Pub. L. 109-282) (31 U.S.C. 6101 note) (Applies to contracts valued at or above the threshold specified in FAR 4.1403(a) on the date of award of this contract).

(ii) 52.222-19, Child Labor--Cooperation with Authorities and Remedies (JAN 2020) (E.O. 13126) (Applies to contracts for supplies exceeding the micro-purchase threshold, as defined in FAR 2.101 on the date of award of this contract).

(iii) 52.222-20, Contracts for Materials, Supplies, Articles, and Equipment (JUN 2020) (41 U.S.C. chapter 65) (Applies to supply contracts over the threshold specified in FAR 22.602 on the date of award of this contract, in the United States, Puerto Rico, or the U.S. Virgin Islands).

(iv) 52.222-35, Equal Opportunity for Veterans (JUN 2020) (38 U.S.C. 4212) (Applies to contracts valued at or above the threshold specified in FAR 22.1303(a) on the date of award of this contract).

(v) 52.222-36, Equal Employment for Workers with Disabilities (JUN 2020) (29 U.S.C. 793) (Applies to contracts over the threshold specified in FAR 22.1408(a) on the date of award of this contract, unless the work is to be performed outside the United States by employees recruited outside the United States). (For purposes of this clause, "United States" includes the 50 States, the District of Columbia, Puerto Rico, the Northern Mariana Islands, American Samoa, Guam, the U.S. Virgin Islands, and Wake Island.)

(vi) 52.222-37, Employment Reports on Veterans (JUN 2020) (38 U.S.C. 4212) (Applies to contracts valued at or above the threshold specified in FAR 22.1303(a) on the date of award of this contract).

(vii) 52.222-41, Service Contract Labor Standards (AUG 2018) (41 U.S.C. chapter 67) (Applies to service contracts over $2,500 that are subject to the Service Contract Labor Standards statute and will be performed in the United States, District of Columbia, Puerto Rico, the Northern Mariana Islands, American Samoa, Guam, the U.S.

Virgin Islands, Johnston Island, Wake Island, or the outer Continental Shelf).

(viii)(A) 52.222-50, Combating Trafficking in Persons (JAN 2019) (22 U.S.C. chapter 78 and E.O. 13627) (Applies to all solicitations and contracts).

(B) Alternate I (MAR 2015) (Applies if the Contracting Officer has filled in the following information with regard to applicable directives or notices: Document title(s), source for obtaining document(s), and contract performance location outside the United States to which the document applies).

(ix) 52.222-55, Minimum Wages Under Executive Order 13658 (DEC 2015) (Executive Order 13658) (Applies when 52.222-6 or 52.222-41 are in the contract and performance in whole or in part is in the United States (the 50 States and the District of Columbia)).

(x) 52.222-62, Paid Sick Leave Under Executive Order 13706 (JAN 2017) (E.O. 13706) (Applies when 52.222-6 or 52.222-41 are in the contract and performance in whole or in part is in the United States (the 50 States and the District of Columbia.))

(xi) 52.223-5, Pollution Prevention and Right-to-Know Information (MAY 2011) (E.O. 13423) (Applies to services performed on Federal facilities).

(xii) 52.223-11, Ozone-Depleting Substances and High Global Warming Potential Hydrofluorocarbons (Jun 2016) (E.O. 13693)(applies to contracts for products as prescribed at FAR 23.804(a)(1)).

(xiii) 52.223-12, Maintenance, Service, Repair, or Disposal of Refrigeration Equipment and Air Conditioners (Jun 2016) (E.O. 13693) (Applies to maintenance, service, repair, or disposal of refrigeration equipment and air conditioners).

(xiv) 52.223-15, Energy Efficiency in Energy-Consuming Products (DEC 2007) (42 U.S.C. 8259b) (Unless exempt pursuant to 23.204, applies to contracts when energy-consuming products listed in the ENERGY STAR ® Program or Federal Energy Management Program (FEMP) will be--

(A) Delivered;

(B) Acquired by the Contractor for use in performing services at a Federally-controlled facility;

(C) Furnished by the Contractor for use by the Government; or

(D) Specified in the design of a building or work, or incorporated during its construction, renovation, or maintenance).

(xv) 52.223-20, Aerosols (Jun 2016) (E.O. 13693) (Applies to contracts for products that may contain high global warming potential hydrofluorocarbons as a propellant or as a solvent; or contracts for maintenance or repair of electronic or mechanical devices).

(xvi) 52.223-21, Foams (Jun 2016) (E.O. 13693) (Applies to contracts for products that may contain high global warming potential hydrofluorocarbons or refrigerant blends containing hydrofluorocarbons as a foam blowing agent;

or contracts for construction of buildings or facilities.

(xvii) 52.225-1, Buy American--Supplies (MAY 2014) (41 U.S.C. chapter 67) (Applies to contracts for supplies, and to contracts for services involving the furnishing of supplies, for use in the United States or its outlying areas, if the value of the supply contract or supply portion of a service contract exceeds the micro-purchase threshold, as defined in FAR 2.101 on the date of award of this contract, and the acquisition--

(A) Is set aside for small business concerns; or

(B) Cannot be set aside for small business concerns (see 19.502-2), and does not exceed $25,000).

(xviii) 52.226-6, Promoting Excess Food Donation to Nonprofit Organizations (JUN 2020) (42 U.S.C. 1792) (Applies to contracts greater than the threshold specified in FAR 26.404 on the date of award of this contract, that provide for the provision, the service, or the sale of food in the United States).

(xix) 52.232-33, Payment by Electronic Funds Transfer--System for Award Management (OCT 2018) (Applies when the payment will be made by electronic funds transfer (EFT) and the payment office uses the System for Award Management (SAM) as its source of EFT information.)

(xx) 52.232-34, Payment by Electronic Funds Transfer--Other than System for Award Management (JUL 2013) (Applies when the payment will be made by EFT and the payment office does not use the SAM database as its source of EFT information.)

(xxi) 52.247-64, Preference for Privately…