W912P521Q0024 Amendment 0001 (release).pdf

W38XDD10972374

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Amendment 0001 for Solicitation W912P521Q0024 is modif ied as described in the Summary of Changes and FAR Provision 52.252-3.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 10

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 21-May-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912P521Q0024

X 9B. DATED (SEE ITEM 11)

11-May-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

21-May-2021

CODE

CELRN-RC-N CONTRACTING BRANCH

110 9TH AVE SOUTH, A405

NASHVILLE TN 37203

W912P5 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P521Q0024

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The contractor period of performance end date has increased by 109 days from 45 days to 154 days.

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

45 dys. ANP 1 EAST.KY AREA OFC,WOLF CREEK PP

CHRIS MARLOW

980 POWER PLANT RD.

JAMESTOWN KY 42629

(270) 343-0123 FOB: Destination

W912P5

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

154 dys. ANP 1 EAST.KY AREA OFC,WOLF CREEK PP

CHRIS MARLOW

980 POWER PLANT RD.

JAMESTOWN KY 42629

(270) 343-0123 FOB: Destination

W912P5

The following have been modified:

QUOTE SCHEDULE

QUOTE SCHEDULE

WOLF CREEK POWER PLANT WAREHOUSE AREA SECURITY FENCE

Description Qty Unit Price Total

Removal of Existing Security Fence 1 Job

Installation of 1900 LF Chain Link Security Fence and 3 double swing gates and 1 single swing gate

1 Job

Total

SCOPE OF WORK

WOLF CREEK POWER PLANT WAREHOUSE AREA

SECURITY FENCE

RUSSELL COUNTY KY

DESCRIPTION

The Contractor shall provide all services, labors, tools, supplies and materials necessary to install a chain link fence, barbed wire apron and double swing gates at Wolf Creek Power Plant warehouse area.

The Contractor shall supply and install approximately 1,900 linear feet of 7 foot high Chain Link Fence with a three

(3) Strand Barbed Wire Apron at top, three (3) Double Swing Gates and one (1) Single Swing Gate in accordance to Army Physical security requirements. The Contractor shall remove approximately 900 linear feet of existing chain link fence and related appurtenances. See Exhibit B.

Wolf Creek Power Plant warehouse area is located at Wolf Creek Dam approximately 12 miles southwest of Jamestown KY. See Exhibits A.

GENERAL

• The Contractor will be provided with a staging area adjacent to the project site.

• The Contractor is responsible for securing all equipment, tools, materials, and supplies.

• The Contractor shall remove and dispose of all waste material not identified by the Government (Corps of

Engineers) to be saved and turned over to the Government.

• Provide submittals for the proposed materials to the Government for approval prior to beginning work.

• The Contractor shall contact 811 One Call Center, at least 3 days before performing any excavation work, to locate underground utilities within the work area.

• The Contractor shall exercise caution when working around overhead utility line and utility poles. Follow all Federal, State, and local requirements and guidelines.

• Location of new security fence on Exhibits are for reference purpose only. Actual layout may vary slightly from what is shown. Actual location of new security fence shall be verified before beginning installation in the presence of, and under the approval of the COR.

SUPPLY AND INSTALL

• Chain Link Fence: 1,900 linear feet at 7 foot high

• Barbed Wire: 1,900 linear feet x 3 strands (5,700 linear feet total)

• Double Swing Gates: 2 each at 25 foot wide

• Double Swing Gates: 1 each at 20 foot wide

• Single Swing Gate: 1 each at 10 foot wide

SALIENT CHARACTERISTICS

• Fence and all associated materials used in this project will be new and in conjunction with Army Physical

Security Requirements, UFGS 32 31 13 and USACE drawing number STD 872-90-00 (See Exhibit C).

• Security fencing will be a minimum fence fabric height of 7 feet, excluding the top guard. Fence height with the outriggers, will be a minimum of 8 feet.

• Provide posts and framework conforming to ASTM F1083, zinc-coated.

• Provide accessories conforming to ASTM F626 and ASTM A116.

• Provide top and bottom rails.

• Provide truss rods for each terminal post.

• Provide truss rods with turnbuckles or other equivalent provisions for adjustment.

• Provide barbed wire support arms of the single 45 degree outward angle 3-strand arm type for each post (line, corner or end).

• Provide barbed wire, 3 strands, over top of gates.

• Provide post caps in accordance with manufacturer's standard accessories.

• Chain Link Fabric:

o Mesh: 2” mesh o Wire Size: 9 gauge wire o Coating: Zinc (1.20 ounces per square foot)

• Provide 9 gauge steel tie wire for attaching fabric to rails, braces, and posts.

• 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.

• Minimum footing depth shall be per manufacturer’s recommendations, but no less than 3 feet 4 inches.

Minimum footing diameter shall be per manufacturer’s recommendations, but not less than 10 inches for line posts and 18 inches for corner posts.

• Line post shall be spaced equidistant at intervals not to exceed 10 feet.

• Concrete: 3,000 psi minimum.

MATERIAL

Concrete

ASTM C94/C94M

o 0.75 inch maximum size aggregate o Minimum compressive strength of 3,000 psi at 28 days.

o 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.

Posts and Framework Posts and framework shall be standard weight, Schedule 40, hot dip galvanized round steel pipe complying with ASTM F 1083, Group 1A and Federal Standard RR-F-191/3E.

External and internal coating consisting of hot dip galvanization of not less than 1.8 ounces per square foot.

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

1A, steel pipe, with external and internal coating Type A, nominal pipe size (NPS) 1.5.

Gate fabric shall be as specified for chain link fence fabric.

Gate Leaves

Provide either intermediate members and diagonal truss rods or tubular members as necessary to provide rigid construction, free from sag or twist.

Attach fabric to the gate frame by method standard with the manufacturer except that welding will not be permitted.

Gate Hardware and Accessories

Gate hardware and accessories shall conform to ASTM A116 and ASTM F626.

Submit manufacturer's catalog data.

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

All ferrous accessories shall be zinc coated.

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.

Chain Link Fabric

Fabric height shall be 7 feet.

Mesh: 2” mesh Wire Size: 9 gauge wire.

Zinc-Coated Fabric: Fabric shall comply with ASTM A392, with zinc coating applied to steel wire before weaving according to ASTM A817.

Fabric shall be Type II, zinc coated (hot dip galvanized) with a minimum zinc coating of 1.20 ounces per square foot of coated surface.

Fabric shall be twisted and barbed on the top selvages and knuckled on bottom of 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.

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.

Fittings Accessories shall conform to ASTM F626.

Provide post caps for all posts that do not receive barbed wire support arm.

Ferrous accessories shall be zinc coated.

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

Provide 9 gauge steel tie wire for attaching fabric to rails, braces, and posts. Match the coating to the fence material.

Silt Fence Minimum specifications:

Geotextile Fabric: Woven Height: 36 inches Tensile Strength (ASTM D4632): 120 lb. x 100 lb.

Elongation (ASTM D4632) 20% max.

Puncture Strength (ASTM D4833): 250 psi Trapezoidal Tear (ASTM D 4533): 50 lb. x 40 lb.

Apparent Opening Size (ASTM D4751) 30 - 70 US Std Sieve UV Resistance (ASTM D4355): 70%

Wooden Stake Hardwood Dimension: 1.25 inches x 1.25 inches x 48 inches

INSTALLATION

Site Preparation Locate and protect all existing utilities.

Install an erosion protection barrier (silt fence) between the worksite and the stream channel located on the western side of the warehouse area.

o Silt fence only required where there is a potential for disturbed material to reach the stream channel, approximately 400 linear feet required. Coordinate placement with Government Representative.

o Maximum post spacing of 6 feet.

o Embed silt fence fabric a minimum of 6 inches in ground (Trench or Toe-in method).

o Drive fence stake a minimum of 16 inches into ground.

o Attach the filter fabric to the post using wire, staples, nails, pockets, or other acceptable means Remove existing chain-link fence (posts, fabric, gates, barb wire).

o Contractor shall remove existing fence posts and footers.

o The fencing material shall remain the property of the Government (Corps of Engineers).

o An area within the warehouse compound will be identified for the Contractor to neatly stack the fencing material.

Clear, grub, and grade fence line, removing debris and providing 3 feet clear area on either side of the fence.

Fence Post Installation All post shall be installed in undisturbed soil.

All posts shall be set plumb in concrete footings.

o Minimum footing depth shall be per manufacturer’s recommendations, but no less than 3 feet.

o Minimum footing diameter shall be per manufacturer’s recommendations, but not less than 10 inches for line posts and 18 inches for corner.

o For swing gate posts, the foundation diameter shall be not less than 18 inches.

o Top of concrete footers shall be at grade, crowned to shed water away from the post.

Line post shall be spaced equidistant at intervals not to exceed 10 feet.

Terminal posts shall be set when there are abrupt changes in vertical or horizontal alignment.

Fabric shall not be attached to the posts until the concrete footers have cured for at least 5 days.

Post bracing assemblies shall be installed maintaining a plumb position and alignment of fencing.

o Install braces at end and gate posts and at both sides of corner and pull posts.

o Locate horizontal braces at two-thirds fabric height on fences without a top rail.

o Install so that posts are plumb when diagonal rod is under proper tension.

Rails Bolt bottom rail to double rail ends and securely fasten double rail ends to the posts.

o Peen bolts to prevent easy removal.

o Install bottom rail before chain link fabric.

Repair any damaged galvanized surfaces with paint containing zinc dust.

Fabric Installation

Install chain link fabric to outside of the posts and framework. Attach fabric to the terminal post by threading the tension bar through the fabric; secure the tension bar to the terminal post with tension bands and carriage bolts spaced no greater than 12 inches on center.

Chain link fabric shall be free of sag and secured to the line post with tie wires spaced no greater than 12 inches on center.

Secure fabric to the tension wire with rings spaced no greater than 18 inches. Fabric shall be pulled tight so that the maximum deflection of the fabric is no more than 2.5 inches when a 50 pounds pull is exerted perpendicular to the center of the panel.

Tie wire shall be wrapped 360 degrees around the post or rail and the two ends twisted together three full turns. Excess wire shall be cut off and bent over to prevent injury.

The bottom of the fence fabric shall be installed no higher than 1.5 inches from the ground surface.

Barbed Wire Support Arm Installation

Anchor the support arms to the post in a manner to prevent easy removal with hand tools.

Barbed Wire Installation

Install three (3) strands of barbed wire per support arm.

Barbed wire shall be stretched tight, free of sag, between terminal posts and secured in the slots provided on the line post barb arms.

Attach each strand of barbed wire to the supporting arm with clips or other means that will prevent easy removal.

Gate Installation

Swing Gates: Direction of swing shall be inward.

Gates shall be plumb in the closed position and have a bottom clearance of 3 inches above grade.

Secure hinge pins and hardware assembly to prevent removal.

The ground under the swing arc shall be graded to allow for operation.

Clean Up and Disposal Chain link fabric and posts shall remain property of the Government. These items will be neatly stacked in an area identified by the Government.

Remove all trash and debris at end of each workday to disposal trailer, dumpster other agreed upon location. Do not allow trash and debris to accumulate on-site.

Properly and legally dispose of all trash and construction debris.

Apply grass seed and straw mulch (loose or biodegradable mat) to the areas disturbed during work activities. Mulch shall completely cover the disturbed areas.

The silt fence shall remain in place.

SUBMITTALS

Submittals required by this section or any other section of this contract shall be provided to the Government for review. The Government will review a submittal and provide rejection with comments for correction or approval in no more than 30 days from the date the Government receives the submittal from the Contractor. In addition to submittals listed elsewhere in this contract, the following submittals are required:

a. An Accident Prevention Plan in accordance with EM 385-1-1.

b. Activity Hazard Analysis for each definable feature of work in accordance with EM 385-1-1.

c. Project Schedule: The Contractor shall submit, within ten (10) calendar days of contract award, a project schedule. The schedule is to be cost loaded showing cost, start date, and finish date for all definable work activities. The schedule shall detail major items of work and clearly indicate the contractor's ability to complete the work within the contract performance period. The schedule shall also be provided to the government in advance of any other submittals.

SUSTAINABILITY

The Contractor shall meet the following requirements:

The Contractor shall meet the BioPreferred Program requirements set forth by USDA. Products that the Contractor will ensure contain biobased content are lubricants, grease, fuel additives, hydraulic fluids and erosion control. The link to the list of USDA-designated product categories is below. FAR Provision 52.223-1 – Biobased Product.

https://www.biopreferred.gov/BioPreferred/faces/catalog/Catalog.xhtml#

WARRANTY

https://www.biopreferred.gov/BioPreferred/faces/catalog/Catalog.xhtml

All products are warranted to be free from defects in material and workmanship per the manufacturer’s standard warranty for a period of not less than 1 years from date of acceptance. During the term of the warranty period, parts, assemblies, or components deemed to be defective will be repaired or replaced at our option, free of charge.

DELIVERY & INVOICE

Upon award of the contract, the contractor is required to supply the materials, perform the work necessary to install the above listed items, and remove the existing fencing system within a 154 day period.

The Government contact for this Contract shall be Jacqueline Huff:

Jacqueline Huff East TN Resident Office 865-337-5955 x 5901 Jacqueline.L.Huff@usace.army.mil

Delivery of invoice shall be coordinated with Jacqueline Huff:

SECURITY

All contractor and associated sub-contractor employees shall comply with all applicable project and local security policies and procedures (provided by the district representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by the District Security Management 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.

Since the work is being done within a controlled area but is expected to last less than six months, the investigation requirements fall under Category B1 for US Citizens and Category C for Foreign Nationals. Contract employees will need to be supervised/ escorted by a Corps employee while within the restricted area. In the event it is determined the contract will extend beyond six months, the contractor will need to comply with the requirements in Category B2 for US Citizens. Guidance and forms for the requirements are available on the Nashville District Public Website:

http://www.lrn.usace.army.mil/BusinessWithUs/ContractSecurityRequirements.aspx.

Convict Labor: Because the work is being performed in a restricted area, there are restrictions on use of persons either imprisoned or previously convicted of a felony. The Contractor shall not employ in the performance of this contract any person undergoing a sentence of imprisonment imposed by any court of a State, the District of Columbia, Puerto Rico, the Northern Mariana Islands, American Samoa, Guam, or the U.S. Virgin Islands, or the US Federal Government. The Contractor shall not employ in the performance of this contract any person who has been convicted of a felony imposed by any court of a State, the District of Columbia, Puerto Rico, the Northern Mariana Islands, American Samoa, Guam, the U.S. Virgin Islands, or the US Federal Government.

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

Pre-screen candidates using E-Verify Program. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.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 prior to enrollment 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 3 business days after the initial contract award.

The Contractor is responsible for taking the action necessary to protect Contractor supplies, materials and equipment, and the personal property of Contractor employees from loss, damage or theft. The Government assumes no mailto:Jacqueline.L.Huff@usace.army.mil http://www.lrn.usace.army.mil/BusinessWithUs/ContractSecurityRequirements.aspx responsibility for theft, damage, etc., of the above. All incidents of theft (or suspected theft) of contractor materials, supplies, or equipment from project lands shall be reported to the COR.

Please ensure ALL reports of theft, suspected theft, vandalism, or ANY crime of Government OR Contractor property, OR crime against/by Contractor personnel is forwarded to the District Security Office. This information is critical for threat and risk assessments and may assist in obtaining funds for additional security measures.

SECTION 00 21 00 - INSTRUCTIONS

52.252-3 ALTERATIONS IN SOLICITATION (APR 1984)

Portions of this solicitation are altered as follows:

Amendment 0001 makes the following changes:

1. The period of performance is changed from 45 days on the SF 1442; in 52.211-10; in the Delivery and Invoice paragraph; and in the delivery date for CLIN 0001. The period of performance is changed to 154 calendar days after notification of award.

2. Revised Quote Schedule by removing Mobilization and Demobilization for pricing.

3. Under Section 0021 00- Instructions; removed Clause 252.236-7004 Payments for Mobilization and

Demobilization. This clause is not needed on this project.

4. In the Scope of Work; under the Delivery and Invoice paragraph, the government contact is changed to

Jackie Huff, ACO and Resident Engineer, East TN Resident Office.

5. In the Scope of Work; under the Delivery and Invoice paragraph, changed to read “delivery of invoice shall be coordinated with Jackie Huff.”

6. In the Scope of Work; added a submittals paragraph for “Submittals”.

The following have been deleted:

252.236-7004 Payment for Mobilization and Demobilization DEC 1991

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

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 Contractor recieves the “ notice to proceed,” (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 154 days after the receipt of Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

(End of clause)

(End of Summary of Changes)