W912QR19T00300002.pdf

W22W9K90152448

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

53.243Solicitation W912QR19T0030 for Stone Placement at Green River Lake is hereby modif ied as follow s:

a) The revised Special Instructions is hereby incorporated in its entirety and replaces all previous versions. All changes to the Special Instructions are highlighted in yellow .

b) The revised Statement of Work (SOW) is hereby incorporated in its entirety and replaces all previous versions. All changes to the SOW are highlighted in yellow .

c) The amendment must be acknow ledged w ith all quotes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY

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 W912QR19T0030

X 9B. DATED (SEE ITEM 11)

06-Feb-2019

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 X is extended, 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

01-Mar-2019

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR19T0030

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The following have been modified:

SPECIAL INSTRUCTIONS

Provide all personnel, labor, supplies and transportation necessary for the Excavation and Placement of Stone at Green River Lake, Campbellsville, KY, in accordance with the attached specifications and attached Wage Determination.

LOCATION:

Green River Lake 544 Lake Road Campbellsville, KY 42718 Phone: 270-465-4463 Fax: 270-465-6056 Point of Contact (POC): John Houk Email: John.T.Houk@usace.army.mil

This procurement is 100% set-aside for Small Business, NAICS 212312 (750 Employees).

Note: The contract award will be based on Lowest Price.

Method of Payment under this contract will be Electronic Funds Transfer (EFT) to a commercial bank account specified by the Contractor.

Quotes are due 15 March 2019, 10:00AM ET. Please submit quotes to trisha.oakes@usace.army.mil. Faxed, telephoned, or mailed submittals will not be accepted.

SITE VISITS ARE HIGHLY ENCOURAGED. The statement of work contains the measurements and location of this project for reference. It is highly recommended each offeror attends a site visit. The contractor assumes responsibility for all quantities, materials, critical dimensions, and site conditions used to calculate their quote and perform the requested work. All contractors may attend a single site visit at the following time and location:

19 February 2019 at 9:00am Eastern Time at the Green River Lake Visitor Center, 544 Lake Road, Campbellsville, Kentucky 42718-9805.

All contractors must be registered in the System for Award Management (www.SAM.gov) prior to award of a contract. All proposed contractors are highly encouraged to review FAR Clause 52.232-33 Payments by Electronic Funds Transfer – System for Award Management, which indicates “All payments by the Government under this contract shall be made by electronic funds transfer (EFT).” Those not currently registered can obtain registration by going to the website http://www.SAM.gov. The process can usually be completed from 24 to 48 hours after submission. Contractors will need to obtain a Unique Entity Identifier (formerly DUNS number) for processing their registration. If you do not already have a Unique Entity Identifier, one can be obtained from http://www.SAM.gov. Refer to www.SAM.gov for information formerly found in CCR, EPLS, ORCA and FedReg.

Please begin the registration process immediately in order to avoid delay of the contract award should your firm be selected.

ALERT: You must submit a notarized letter appointing the authorized Entity Administrator before your registration will be activated.

This requirement now applies to both new and existing entities. Effective 29 April 2018, the notarized letter process is now mandatory on all CURRENT registrants at SAM who have a requirement to update data on their SAM record. The notarized letter is mandatory and is required before the GSA Federal Service Desk (FSD) will activate the entity's registration.

mailto:John.T.Houk@usace.army.mil mailto:trisha.oakes@usace.army.mil https://www.fsd.gov/fsd-gov/answer.do?sysparm_kbid=d2e67885db0d5f00b3257d321f96194b&sysparm_search=kb0013183

Effective 29 June 2018, vendors creating or updating their registration can have their registration activated prior to the approval of the required notarized letter. However, the signed copy of the notarized letter must be sent to the GSA Federal Service Desk (FSD) within 30 days of activation or the vendor risks no longer being active in SAM.

PLEASE NOTE: SAM is completely free of charge for both registrants and users.

Page numbering in this document may not be accurate.

SECTION 00 20 00 - INSTRUCTIONS FOR PROCUREMENT

The following have been modified:

STATEMENT OF WORK

U.S. Army Corps of Engineers Green River Lake

544 Lake Road Campbellsville, KY 42718

Phone: 270-465-4463 Fax: 270-465-6056

Point of Contact (POC): John Houk Email: John.T.Houk@usace.army.mil

Statement of Work for placement of Stone for the Left Dam Abutment

General Requirements The statement of work includes excavating and placement of stone riprap protection on the left abutment (looking down stream) of the dam. Green River Lake Dam is located approximately 6 miles south of Campbellsville, Kentucky in Taylor County, Kentucky.

a. The contractor shall provide all equipment, materials, supplies, and labor to perform excavation of existing materials and placement of number 4 (#4) or number 23 (#23), KYTC Class I, and KYTC Class III Rip Rap protection on the left abutment of the dam.

b. Access to the site and coordination for construction is through the Green River Lake Corps of Engineers (COE) office with Lori Brewster, Project Manager, at (270) 465-4463. It is incumbent upon the contractor to visit the site and work out details of equipment storage and staging of materials with the Project Manager or representative. The road entering from highway 55 closest to the dam is capable of handling the full load of 25 tons from the tri-axle trucks. The stone will be dumped from the top of the dam and not carried over the stilling basin conduit. The gravel service road extending from the tail-water parking lot over the stilling basin conduit and along the foot of the Dam is capable of withstanding debris loads from the excavated area on the dam. It will be to the contractor’s discretion which route they choose for hauling out the debris, but the stone will be brought to the top of the dam and not over the conduit.

c. Once the contractor has selected a quarry to supply stone for the subject project a qualitative field investigation shall be conducted by a Louisville District Dam Safety Engineer of the proposed quarry. Any available and current test and performance data conducted by State Agencies, to determine the suitability for production ledges and/or stockpiles to be utilized for the project shall be provided for review. If the quarry has testing information conducted specifically on riprap, then it should be provided for review. Aggregate testing results will be reviewed; however, aggregate results should only be used as a relative indicator of stone quality, not as a replacement to riprap testing, as aggregate testing is not indicative of larger scale stone performance. Louisville District Dam Safety Engineer will determine if the quarry can be used for this contract or if the contractor will need to find a different quarry.

d. The contractor will clear eroded area of any woody debris, trash, or any vegetation. There is no requirement for a silt fence in this excavation process. Prior to placing the base stone and riprap, the contractor will excavate the described eroded area of the Dam abutment with 3:1 pitched slopes and two foot (2’) wide bottom in accordance to the attached drawings. The prepared base shall be inspected by the Project Manager’s representative or Technical POC and no material shall be placed thereon until that area has been approved.

e. The contractor is responsible for all debris and unacceptable material excavated from area and will be taken off site and disposed of in accordance with State and Local Laws. Excavated materials that meet the specified gradations, as determined by the Louisville District Dam Safety Engineer, can be stockpiled to be reused.

f. The Corps of Engineers has established repair limits for this project with driven stakes (not to be mistaken with pool elevation markers). The described slope of the eroded area of the left abutment (looking down stream) is approximately 20 feet (20’) wide, between COE driven stakes approximately 40 feet (40’) from road edge from top of Dam (careful consideration will be taken to not damage existing PZ piping at Dam road edge), down approximately 280 feet (280’) to existing KYTC Class I and KYTC Class III riprap.

g. The contractor will bed the entire newly excavated area with a minimum of six inches (6”) of number 4 (#4) or number 23 (#23) stone. There is no need for installment of the geo fabric material. The contractor will overlay the base stone with a combination of Class I and Class III riprap protection at a minimum depth of two foot (2’) in the center and tapering out to a minimum depth of one foot (1’) on each side to match the existing ground. If the depth of the stone is greater than (1’) or is slightly above grade at the taper that is acceptable, however; in no case will less than ground level be approved. The contractor shall place the combination of Class I and Class III riprap in such a manner as to produce a reasonably well graded mass of rock with the minimum practicable percentage of voids. The inclusion of objectionable quantities of dirt, sand, clay or rock fine coatings shall not be permitted as this reduces the ability of the field personnel to observe the delivered stone. The stone fill must be placed starting at the existing repaired slope. The fill will be placed to full thickness and progress up the slope. This will be done to prevent destabilizing the slope. Protection stone shall be placed to its full course thickness in one operation. The desired distribution of the various sizes of stones throughout the mass shall be obtained by selective loading of the material at the quarry or other source; by controlled dumping of successive loads during the final placing; or by other methods of placement which will produce the specified results. Great care shall be taken during placement to reduce impact or mechanical induced fracturing. Great care shall be exercised when placing stone adjacent to existing concrete ditch by protecting them using hand placement until there is adequate cover for protection. Rearranging of individual stones by mechanical equipment or by hand will be required to the extent necessary to obtain a reasonably well graded distribution of stone sizes as specified above. Dropping of the riprap shall be kept to a minimum, and no tracked equipment shall be allowed on the newly placed riprap. The contractor will maintain the stone protection until accepted and any material displaced by any cause shall be replaced at contractors’ expense to the lines and grades shown on the drawings.

h. All disturbed areas shall be restored to original condition upon completion of the project. In no way shall the contractor disturb or maneuver over the previously repaired slope that the stone placement will be tying into.

i. At no time shall the contractor start work until Louisville District Dam Safety Engineer has approved the rock from the contractors selected quarry.

GEOTECHNICAL REQUIREMENTS

a. Suitable Riprap Material Suitable riprap materials shall be comprised of materials classified as Class I and Class III Channel Lining as stated in Section 805 of the Kentucky Transportation Cabinet Standard for Roads and Bridge Construction 2008. Samples which are acceptable for use on this project should not contain unacceptably high amounts of deleterious materials or structures, including shale, clay, claystone, ironstone, weak bedding planes, thick carbonaceous stylolitic seams, open fractures, and numerous nodule or massive beds of chert, chalcedony, flint, etc. Riprap stones shall be approximately equal-dimensional in cross-section and be relatively free from thin slabby pieces having a flat or elongation ratio greater than three. In no case shall the quantity of riprap stones having a flat or elongation ratio greater than three exceed five (5) percent by weight of any one load or area. For these specifications the following definitions shall apply: Flat Stone: Stone with a ratio of width to thickness greater than 3; Elongated Stone: Stone with a ratio of length to width greater than 3. The KYTC size standards for channel lining and the KYTC standards for coarse aggregate are attached to this document and sizes and description are as follows:

805.13.01 Cyclopean Stone Riprap and/or Channel Lining Class III. Provide material meeting the general requirements of Section

805. Ensure that 100 percent passes through a square opening of 16 inches by 16 inches, and no more than 20 percent passes through square openings of 8 inches by 8 inches. The Department may allow stones ofsmaller sizes for filling voids in the upper surface and dressing to the proper slope.

805.13.03 Channel Lining, Class IA. Provide crushed stone meeting the general requirements of this section. Use a crusher, grizzly, or sieve with openings to produce a grading that 100 percent passes the 5 inch sieve, no more than 20 percent of the finished product passes through square openings 1 1/2 by 1 1/2 inches. Please refer to Exhibit A.

b. Frozen Material Material shall not be placed on surfaces that are muddy, frozen, or contain frost. This includes previously placed lifts that may become frozen or saturated.

Special Requirements:

1. Site Visit: A single site visit will be held on 19 February 2019 at 9:00am Eastern Time at the Green River Lake Visitor Center, 544 Lake Road, Campbellsville, Kentucky 42718-9805. The site visit will begin promptly 9:00am.

2. All contractors will supply Federal Tax ID, Unique Entity Identifier number and be registered in System for Award Management (SAM) before this contract will be awarded.

3. Pre-Work Conference: The contractor will be required to attend a pre-work conference prior to beginning work during which the Contractor’s plan of work, safety procedures, start date, and other items in this contract will be discussed.

4. Damages: The contractor shall be responsible for all damages to government or private property resulting from negligent operations during the course of this contract. The contractor shall have appropriate insurance to cover liability and damages.

Contractor should be aware of the weight limit on the road accessing the work location and take any necessary precautions to ensure the road is not damaged during work.

5. Hours of work: Construction work may be conducted between the hours of 7:00 a.m. and 4:00 p.m. ET, Monday through Friday.

No work shall be performed on Saturday or Sunday or on federally observed holidays, i.e., Memorial Day, 4th of July and Labor Day unless approved by the Corps Park Manager.

Holidays for Federal Employees

• New Year's Day (January 1).

• Birthday of Martin Luther King, Jr. (Third Monday in January).

• Washington's Birthday (Third Monday in February).

• Memorial Day (Last Monday in May).

• Independence Day (July 4).

• Labor Day (First Monday in September).

• Columbus Day (Second Monday in October).

• Veterans Day (November 11).

• Thanksgiving Day (Fourth Thursday in November).

• Christmas Day (December 25).

6. Safety: All work will be conducted in a safe manner and in accordance with all applicable Federal, State and local regulations including the Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1. All contractor personnel are required to wear a hard hat, steel toe safety shoes, long pants and a shirt while on the job site. The contractor shall supply the Project Manager with an Accident Prevention Plan (APP) and an Activity Hazard Analysis (AHA) prior to site work IAW EM385-1-1. Traffic Control will be needed if any travel hazards occur during contract work.

7. Wage Rates: Department of Labor wage rates apply to this work and are included. The contractor is required to provide payroll documents for all work performed under this contract.

8. Security:

a. 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.

b. Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

c. The contractor and all associated sub-contractors shall receive a brief/training (provided by the POC) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the Project Manager NLT 5 calendar days after the completion of the training.

http://www.ecfr.gov/cgi-bin/text-idx?rgn=div8&node=48:2.0.1.1.1.2.1.28 http://www.ecfr.gov/cgi-bin/text-idx?rgn=div8&node=48:2.0.1.1.1.2.1.28

d. 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 Project Manager no later than 3 business days after the initial contract award.

Failure to provide all information requested on the quote sheet and to complete SAM registration may be grounds for considering the quote unresponsive.

The Contractor will provide an invoice upon the completion of the installation work that includes the following information:

Contractor’s Name and Address Contract Number Invoice Number and Date Itemized listing of work performed Invoice Point of Contract (POC) Signature of Contractor or Contractor’s representative Mail or email invoice(s) to the following:

Green River Lake 544 Lake Road

Campbellsville, KY 42718 Phone: 270-465-4463

Fax: 270-465-6056 Point of Contact (POC): John Houk Email: John.T.Houk@usace.army.mil

Contract Start and Completion Dates: Work under this contract shall begin within 10 calendar days of Notice to Proceed (NTP) and must be completed No Later than (NLT) 180 calendar days from NTP. Additional time may be granted for inclement weather, when coordinated with and approved by the park manager. This includes delay of work that may occur during excessive rainfall, wet periods, or increased lake elevation.

http://www.uscis.gov/e-verify

Exhibit A KYTC Standard Coarse Aggregate Specifications-2012-3

805—16

SIZES OF COARSE AGGREGATES

Sieve AMOUNTS FINER THAN EACH LABORATORY SIEVE (SQUARE OPENINGS) PERCENTAGE BY WEIGHT

Aggregate Size Nominal (3)

Maximum Aggregate Size

4 inch 3 1/2 inch 3 inch 2 1/2 inch 2 inch 1 1/2 inch 1 inch 3/4 inch 1/2 inch 3/8 inch No. 4 No. 8 No. 16 No. 30 No. 100 No. 200

1 3 ½ inch 100 90-100 25-60 0-15 0-5

2 2 ½ inch 100 90-100 35-70 0-15 0-5

23 2 inch 100 40-90 0-15 0-5

3 2 inch 100 90-100 35-70 0-15 0-5

357 2 inch 100 95-100 35-70 10-30 0-5

4 1 ½ inch 100 90-100 20-55 0-15 0-5

467 1 ½ inch 100 95-100 35-70 10-30 0-5

5 1 inch 100 90-100 20-55 0-10 0-5

57 1 inch 100 95-100 25-60 0-10 0-5

610 1 inch 100 85-100 40-75 15-40

67 3/4 inch 100 90-100 20-55 0-10 0-5

68 3/4 inch 100 90-100 30-65 5-25 0-10 0-5

710 3/4 inch 100 80-100 30-75 0-30

78 1/2 inch 100 90-100 40-75 5-25 0-10 0-5

8 3/8 inch 100 85-100 10-30 0-10 0-5

9-M 3/8 inch 100 75-100 0-25 0-5

10(2) No. 4 100 85-100 10-30

11(2) No. 4 100 40-90 10-40 0-5

DENSE GRADED

AGGREGATE (1)

3/4 inch 100 70-100 50-80 30-65 10-40 4-13

CRUSHED

STONE BASE (1)

1 ½ inch 100 90-100 60-95 30-70 15-55 5-20 0-8

(1) Gradation performed by wet sieve KM 64-620 or AASHTO T 11/T 27.

(2) Sizes shown for convenience and are not to be considered as coarse aggregates.

(3) Nominal Maximum Size is the largest sieve on the gradation table for an aggregate size on which any material may be retained Note: The Department will allow blending of same source/same type aggregate when precise procedures are used such as cold feed, belt, or equivalent and combining of sizes or types of aggregate using the weigh hopper at concrete plants or controlled feed belts at the pugmill to obtain designated sizes.

(End of Summary of Changes)