AG-4639-S-15-0012_Roark_WRP.pdf

AG-4639-S-15-0012

1. REQUEST NO.

5a. ISSUED BY

NAME

a. NAME

c. STREET ADDRESS

d. CITY

10. PLEASE FURNISH QUOTATIONS TO

THE ISSUING OFFICE IN BLOCK 5a ON

OR BEFORE CLOSE OF BUSINESS (Date)

2. DATE ISSUED 3. REQUISITION/PURCHASE REQUEST NO. 4. CERT. FOR NAT. DEF.

UNDER BDSA REG. 2

AND/OR DMS REG.1

RATING

6. DELIVERY BY (Date)

7. DELIVERY

9. DESTINATION

a. NAME OF CONSIGNEE

b. STREET ADDRESS

PAGE OF PAGES

5b. FOR INFORMATION CALL: (No collect calls)

TELEPHONE NUMBER

AREA CODE NUMBER

8. TO:

b. COMPANY

e. STATE f. ZIP CODE

c. CITY

d. STATE e. 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)

THIS RFQ

REQUEST FOR QUOTATION

(THIS IS NOT AN ORDER)

IS IS NOT A SMALL BUSINESS SET ASIDEX

06/12/2015 742582

1 2

1835 ASSEMBLY ST

SUITE 950

COLUMBIA SC 29201

USDA-NRCS-SOUTH CAROLINA STATE OFC

07/15/2015

USDA-NRCS-SOUTH CAROLINA STATE OFC

1835 ASSEMBLY ST

SUITE 950

COLUMBIA

SC 29201

304 284-7557AMY STONEBRAKER

07/15/2015 1600 ET

FOB DESTINATION

OTHER

(See Schedule)X

ITEM NO.

(a)

SUPPLIES/SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e)

AMOUNT

(f)

The project consists of constructing rock crossings at three (3) sites. The crossings are located on existing roadbeds. The roadbed will be excavated to a natural channel elevation for the length specified. Road slopes will be 10 to

1. The bottom and slopes of the crossings will be covered with geotextile , and 6 inches of rockfill. Areas disturbed during construction shall be seeded. The Roark Wetland Reserve Program Restoration Project is located in Williamsburg County, South Carolina.

The estimated price range for this project is between $25,000 and $100,000. The required performance time is 24 calendar days.

Continued ...

12. DISCOUNT FOR PROMPT PAYMENT

a. 10 CALENDAR DAYS (%) b. 20 CALENDAR DAYS (%) c. 30 CALENDAR DAYS (%) d. CALENDAR DAYS

NUMBER PERCENTAGE

NOTE: Additional provisions and representations

13. NAME AND ADDRESS OF QUOTER

b. STREET ADDRESS

c. COUNTY

d. CITY e. STATE f. ZIP CODE

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

16. SIGNER

a. NAME (Type or print)

c. TITLE (Type or print)

a. NAME OF QUOTER

AREA CODE

NUMBER

15. DATE OF QUOTATION

b. TELEPHONE are are not attached

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition not usable

STANDARD FORM 18 (REV. 6-95)

Prescribed by GSA - FAR (48 CFR) 53.215-1(a)

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 2

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

AG-4639-S-15-0012

A Site Showing will be held for this project on

Wednesday June 24, 2015 at 9:30am at the following location:

Williamsburg County USDA Service Center, 502

Martin Luther King Jr. Highway, Kingstree, SC

29556

Quotes will be due no later than 4:00pm on

Wednesday July 15, 2015 Quotes are to be mailed to the following location:

USDA/NRCS West Virginia State Office

Attn: Amy Stonebraker

1550 Earl Core Road, Suite 200, Morgantown, WV 26505

All contractors must be registered in the System for Award Management (SAM) website prior to being awarded a federal contract. Detailed information about SAM is available at www.sam.gov.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

See attached Solicitation Provisions and Clauses

Price Schedule located in Section B of Solicitation Package

Roark WRP Restoration

PART I –

SECTION B- SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE

Roark WRP, Williamsburg County, South Carolina

B.1 BID SCHEDULE

Item Work Spec. No. Quantity Unit Unit Price Amount

1. Mobilization 8 1 Job $XXXXXXX $

2. Construct Crossing B 21 1 Job $XXXXXXX $

3. Construct Crossing C 21 1 Job $XXXXXXX $

4. Construct Crossing 4 21 1 Job $XXXXXXX $

5. Seeding 6 1.5 ACRE $ $

TOTAL PRICE $

B.2 4I-52.214-1 AWARD RESTRICTION (NRCS, AMB, AUG 1987)

One award for the aggregate of all items will be made under this solicitation.

B.3 Total Performance Time for this Bid Schedule is 24 calendar days.

B.4 52.211-18 VARIATION IN ESTIMATED QUANTITY (APR 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract.

Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.

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SECTION C

DESCRIPTION / SPECIFICATIONS / STATEMENT OF

WORK

The work will consist of construction contract to enhance wetland functions and restore wetland hydrology on multiple Wetland Reserve Easements in Putnam and Sullivan Counties, Missouri.

The project consists of constructing rock crossings at three (3) sites. The crossings are located on existing roadbeds. The roadbed will be excavated to a natural channel elevation for the length specified. Road slopes will be 10 to 1. The bottom and slopes of the crossings will be covered with geotextile, and 6 inches of rockfill. Areas disturbed during construction shall be seeded.

The Roark Wetland Reserve Program Restoration Project is located in Williamsburg County, South Carolina.

C.1 AGAR 452.211-72 STATEMENT OF WORK/SPECIFICATIONS (FEB 1988)

The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in Section J.

C.2 AGAR 452.211-73 ATTACHMENTS TO STATEMENT OF WORK/SPECIFICATIONS

(FEB 1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

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SECTION D

PACKAGING AND MARKING

THERE ARE NO CLAUSES INCLUDED IN THIS SECTION

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SECTION E

INSPECTION AND ACCEPTANCE

E.1 52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)

(a) Definition. “Work” includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not—

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not promptly replace or correct rejected work, the Government may—

(1) By contract or otherwise, replace or correct the work and charge the cost to the Contractor; or

(2) Terminate for default the Contractor’s right to proceed.

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(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government’s rights under any warranty or guarantee.

(End of clause)

E.2 452.246-70 INSPECTION AND ACCEPTANCE -- ALTERNATE I (FEB 1988)

(a) The COR will inspect and accept the supplies and/or services to be provided under this contract.

(b) Inspection and acceptance will be performed at the project site.

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SECTION F

DELIVERIES OR PERFORMANCE

F.1 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

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

http://www.acquisition.gov/far/index.html

NUMBER TITLE DATE

52.211-13 TIME EXTENSIONS SEP 2000

52.236-15 SCHEDULES FOR CONSTRUCTION CONTRACTS APR 1984

52.242-14 SUSPENSION OF WORK APR 1984

F.2 THE FOLLOWING CLAUSES ARE INCORPORATED IN FULL TEXT

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

1984)

The Contractor shall be required to (a) commence work under this contract within 5 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 24 calendar days. The time stated for completion shall include final cleanup of the premises.

4I-2.249-70 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (NOV 2013)

(a) This clause specifies the procedures for determination of time extensions for unusually severe weather in accordance with the FAR Clause 52.249-10 DEFAULT (Fixed Price Construction). In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

(b) The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the baseline for monthly weather time evaluations. The Contractor's progress schedule must reflect those anticipated adverse weather delays in all weather dependent activities.

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MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON A FIVE

DAY WORK WEEK

(c) Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record the occurrence of adverse weather and resultant impact to normally scheduled work.

Actual adverse weather delay must prevent work on critical activities for fifty (50) percent or more of the contractor's scheduled work day. The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in the previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b) above, the contractor may submit a written request for a modification for extension of performance time due to unusually severe weather. The Contracting Officer will convert any qualifying delays into calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with FAR clause 52.249-10, Default (Fixed Price Construction).

F.3 WORK PERFORMANCE ON HOLIDAYS

The Contractor shall not perform work on the following holidays except in the case of emergency as permitted elsewhere in this contract:

Independence Day Labor Day Thanksgiving Day Christmas Day New Year's Day

The contract performance time has been established to allow for the non-working holidays stated above.

The Contractor may be permitted to work the following remaining designated Federal holidays provided that he/she submits a letter of request to the Contracting Officer at least five (5) days in advance of the holiday.

Columbus Day Veterans Day Washington's Birthday Martin Luther King, Jr.'s Birthday Memorial Day

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

3 3 3 2 1 1 1 1 1 2 2 3

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F.4 MAXIMUM WORKWEEK--CONSTRUCTION SCHEDULE

Within ten (10) calendar days after receipt of a written request from the Contracting Officer, the Contractor must submit the following in writing for approval:

(a) A schedule as required by FAR clause 52.236-15, Schedules for Construction Contracts; and

(b) The hours (including the daily starting and stopping times) and days of the week the

Contractor proposes to carry out the work. The maximum workweek that will be approved is Five (5) ten hours (10 hrs) workdays, Monday through Friday, beginning no earlier than 7:00am and ending no later than 6:00pm each day.

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SECTION G

CONTRACT ADMINISTRATION DATA

G.1 CONTRACTING OFFICER’S AUTHORITY

The Contracting Officer (CO) is the only person authorized to approve changes in any of the requirements of this contract. This authority remains solely with the CO. In the event that the Contractor effects any change at the direction of any person other than the CO, the change will be considered to have been made without authority and NO adjustment will be made in the contract price to cover any INCREASE in costs incurred as a result thereof.

G.2 CONTRACTING OFFICER’S REPRESENTATIVE

The Contracting Officer’s Representative (COR) is an individual designated in writing by the Contracting Officer (CO) to act as an authorized representative of the CO to perform specific contract administrative functions within the scope and limitations as defined by the CO. The COR does not have the authority to modify the contract. Any subsequent change to the COR or COR responsibilities will be confirmed, in writing, by the CO. In no instance shall the COR be delegated authority to order any change in the Contractor’s performance which would affect cost.

G.3 DESIGNATED PAYMENT OFFICE CONTACT POINT

The contact point described below coordinates the issuance of payments under this contract. If payment is not received within 5 days after the due date specified in the contract, contact the payment office designated below for information on when payment will be made.

USDA, National Finance Center

Administrative Payments Branch (APB) Telephone: (800) 421-0323 or (504) 426-6510

If questions arise on the amount paid, contact the contracting officer at the number or address shown in the contract.

G.4 ELECTRONIC INVOICING AND PAYMENT REQUIREMENTS

Invoices must be submitted electronically through the U.S. Department of the Treasury’s Invoice Payment Platform System (IPP) or the Contractor must be willing to accept payment by Government purchase card.

The Contractor must use the IPP website (https://www.ipp.gov) to register, access, and use IPP for submitting invoices. Contractor assistance with enrollment can be obtained by calling (866) 973-3131.

Invoices submitted by means other than IPP will not be accepted unless the Contracting Officer authorizes alternate procedures in writing. The written authorization from the Contracting Officer shall be maintained in the contract file.

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Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice:

1. Payment Schedule of Values

2. Invoice/Payment Request Certification as required in 52.232-5 (Payments under Fixed-Price

Construction Contracts

3. Release of Claims (Final Payment Only). “I, (insert name of contractor), do hereby release the United

States of America from any and all claims and liabilities of any character whatsoever arising under and by virture of contract number (insert Contract Number) dated (insert date of award) as amended, except as stated.

(Date of Release) (Signature of Contractor)

G.5 OTHER INVOICING REQUIREMENTS UNDER PROMPT PAYMENT FOR

CONSTRUCTION CONTRACTS

(1) In addition to the information required in Clause 52.232-27 Prompt Payment for Construction

Contracts, and Clause 52.232-5, Payments Under Fixed Price Construction Contracts, the contractor shall provide the following:

(i) The original and one copy of each invoice are to uploaded into the Invoice Processing Platform

(IPP)

(ii) One copy of each invoice is to be submitted simultaneously to the Contracting Officer’s Representative who will be identified prior to a work start.

(2) The following must be attached to the original invoice submitted in IPP and to the copy submitted to the Contracting Officer’s Representative:

(i) A complete remittance address along with vendor identification number on the second line, if electronic funds transfer (EFT) is elected.

(ii) Billing period.

(iii) If requesting payment for materials delivered but not installed, contractor will provide evidence of title to the materials as required by FAR Clause 52.232-5, Payments Under Fixed Price Construction Contracts.

(iv) Itemization of payment requests by contract item number (CIN) as shown in Schedule B of the contract. Invoice will include the quantity performed that is being invoiced, the unit price and the CIN total price, and a sum total of amount of payment requested. Invoice will also include the cumulative quantities and amount by CIN.

(v) A listing of the amount included for work performed by each subcontractor under the contract.

(vi) A listing of the total amount of each subcontract under the contract.

(vii) A listing of the amounts previously paid to each such subcontractor under the contract

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(viii) A signed certification as required by FAR Clause 52.232-5, Payments Under Fixed Price Construction Contracts.

(ix) A copy of the payrolls and statements of compliance not previously submitted to cover the billing period.

(3) The FINAL invoice billing shall also contain the following RELEASE OF CLAIMS statement as required by FAR 52.232-5, Payments Under Fixed Price Construction Contracts:

I, (Name of Contractor), do hereby release the United States of America from any and all claims and liabilities of any character whatsoever arising under and by virtue of contract number (Identify Contract) dated (Date) as amended, except as stated.

(Date of Release) (Signature of Contractor)

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SECTION H

SPECIAL CONTRACT REQUIREMENTS

H.1 The following clauses are incorporated by Full Text:

52.236-13 ACCIDENT PREVENTION (NOV 1991)

(a) The Contractor shall provide and maintain work environments and procedures which will --

(1) Safeguard the public and Government personnel, property, materials, supplies, and equipment exposed to Contractor operations and activities;

(2) Avoid interruptions of Government operations and delays in project completion dates; and

(3) Control costs in the performance of this contract.

(b) For these purposes on contracts for construction or dismantling, demolition, or removal of improvements, the Contractor shall --

(1) Provide appropriate safety barricades, signs, and signal lights;

(2) Comply with the standards issued by the Secretary of Labor at 29 CFR Part 1926 and 29 CFR Part 1910; and

(3) Ensure that any additional measures the Contracting Officer determines to be reasonably necessary for the purposes are taken.

(c) If this contract is for construction or dismantling, demolition or removal of improvements with any Department of Defense agency or component, the Contractor shall comply with all pertinent provisions of the latest version of U.S. Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1- 1, in effect on the date of the solicitation.

(d) Whenever the Contracting Officer becomes aware of any noncompliance with these requirements or any condition which poses a serious or imminent danger to the health or safety of the public or Government personnel, the Contracting Officer shall notify the Contractor orally, with written confirmation, and request immediate initiation of corrective action. This notice, when delivered to the Contractor or the Contractor’s representative at the work site, shall be deemed sufficient notice of the noncompliance and that corrective action is required. After receiving the notice, the Contractor shall immediately take corrective action. If the Contractor fails or refuses to promptly take corrective action, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. The Contractor shall not be entitled to any equitable adjustment of the contract price or extension of the performance schedule on any stop work order issued under this clause.

(e) The Contractor shall insert this clause, including this paragraph (e), with appropriate changes in the designation of the parties, in subcontracts.

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(f) As provided for in (b)(3) above, the contractor shall also comply with the NRCS Supplement to OSHA Parts 1910 and 1926, which is made a part of this contract.

52.252-4 ALTERATIONS IN CONTRACT (APR 1984)

Portions of this contract are altered as follows: 52.236-13 Accident Prevention is altered to include the NRCS supplement to OSHA Parts 1910 and 1926, Construction Standards and Interpretations.

H2. CONSTRUCTION INDUSTRY SAFETY STANDARDS PER OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION (OSHA) PARTS 1910 AND 1926

CONSTRUCTION INDUSTRY AND INTERPRETATIONS

The contractor shall comply with OSHA (Occupational Safety and Health Administration) Parts 1910 and 1926, Construction Industry Standards and Interpretations, and with this supplement.

Requests for variances or waivers from this supplement are to be made to the contracting officer in writing supported by evidence that every reasonable effort has been made to comply with the contractual requirements. A written request for a waiver or a variance shall include--

(1) Specific reference to the provision or standard in question;

(2) An explanation as to why the waiver is considered justified; and

(3) The contractor's proposed alternative, including technical drawings, materials, or equipment specifications needed to enable the contracting officer to render a decision.

No waiver or variance will be approved if it endangers any person. The contractor shall not proceed under any requested revision of a provision until the contracting officer has given written approval.

The contractor is to hold and save harmless the Natural Resources Conservation Service free from any claims or causes of action whatsoever resulting from the contractor or subcontractors proceeding under a waiver or approved variance. Copies of OSHA Part 1910 and 1926, Construction Industry Standards and Interpretations, may be obtained from:

Superintendent of Documents U. S. Government Printing Office Washington, D.C. 20402

GENERAL CONTRACTOR REQUIREMENTS

1.1 SAFETY PROGRAM. Each contractor is to demonstrate that he or she has the facilities for conducting a safety program commensurate with the work under the contract. The contractor is to submit a written safety program to the contracting officer for approval before the start of construction operations.

The program is to specifically state what provisions the contractor proposes to take for the health and safety of all employees.

1.2 PRECONSTRUCTION SAFETY MEETING. Representatives for the contractor are to meet with the contracting officer (CO) or the CO's representative before the start of construction to discuss the safety program and the implementation of all health and safety standards pertinent to the work under this contract.

1.3 JOINT SAFETY POLICY COMMITTEE. The contractor or designated onsite representative is to participate in monthly meetings of a Joint Safety Committee, composed of Natural Resources Conservation Service and contractor supervisory personnel. At these meetings the contractor's project manager and the Contracting Officer will review the effectiveness of the contractor's safety effort, resolve current health and safety problems, and coordinate safety activities for upcoming work.

1.4 SAFETY PERSONNEL. Each contractor is to designate a competent supervisory employee satisfactory to the Contracting officer to administer the safety program.

1.5 SAFETY MEETINGS. A minimum of one "one-the-job" or "toolbox" safety meeting is to be conducted each week by all field supervisors for all construction personnel at the job site. The contractor is to also conduct regularly scheduled supervisory safety meetings at least monthly for all levels of job supervision.

1.6 SAFETY INSPECTION. The contractor shall perform frequent and regular safety inspections of the jobsite, materials, and equipment, and shall correct deficiencies.

1.7 FIRST AID TRAINING. Every contractor foreman's work crew must include an employee who has a current first aid certificate from the Mine Safety and Health Administration, American Red Cross, or other state-approved organization.

1.8 REPORTS. Each contractor is to maintain an accurate record of all job related deaths, diseases, or disabling injuries. The records shall be maintained in a manner approved by the contracting officer. A copy of all reports is to be provided to the contracting officer. All fatal or serious injuries are to be reported immediately to the contracting officer, and every assistance is to given to the investigation of the incident, including submission of a comprehensive narrative report to the contracting officer. Other occurrences with serious accident potential, such as equipment failures, slides and cave-ins, must also be reported immediately. The contractor is to assist and cooperate fully with the contracting officer in conducting accident investigations. The contracting officer is to be furnished all information and data pertinent to investigation of the accident.

FIRST-AID AND MEDICAL FACILITIES

2.1 FIRST AID KITS. A 16-unit first aid kit approved by the American Red Cross is to be provided at accessible, well identified, locations at the ratio of at least 1 kit for each 25 employees. The first aid kits are to be moisture proof and dust tight, and the contents of the kits are to be replenished as used or as they become ineffective or outdated.

2.2 EMERGENCY FIRST AID. At least one employee certified to administer emergency first aid must be available on each shift and duly designated by the contractor to care for injured employees. The names of the certified employees shall be posted at the job site.

2.3 COMMUNICATION AND TRANSPORTATION. Prior to the start to work, the contractor is to make necessary arrangements for prompt and dependable communications, transportation, and medical care for injured employees. At least one stretcher and two blankets shall be readily available for transporting injured employees.

2.4 FIRST AID AND MEDICAL REPORTS. The contractor is to maintain a record system for first aid and medical treatment on the jobsite. Such records are to be readily available to the contracting officer and are to include:

(a) A daily treatment log listing chronologically all persons treated for occupational injuries and illnesses;

(b) Cumulative record of injury for each individual;

(c) Monthly statistical records of occupational injuries, classified by type and nature of injury; and

(d) Required records for worker's compensation.

2.5 SIGNS AND DIRECTIONAL MARKINGS. Adequate identification and directional markers are to be provided to readily denote the location of all first aid stations.

2.6 EMERGENCY LISTING. A listing of telephone numbers and addresses of doctor, rescue squad, hospital, police, and fire departments is to be provided at all first aid locations.

PHYSICAL QUALIFICATION OF EMPLOYEES

3.1 GENERAL REQUIREMENTS. Persons employed throughout the contract are to be physically qualified to perform their assigned duties.

Employees must not knowingly be permitted or required to work while their ability or alertness is impaired by fatigue, illness, or other reason that may jeopardize themselves or others.

3.2 HOIST OPERATORS. Operators of cranes, cableways, and other, hoisting equipment shall be examined annually by a physician and provided with a certification stating that they are physically qualified to safely operate hoisting equipment. The contractor is to submit a copy of each certification to the contracting officer.

3.3 MOTOR VEHICLE OPERATORS. Operators of motor vehicles engaged primarily in the transportation of personnel are to be 18 years of age or older and have a valid state operator's permit or license for the equipment being operated. The operators must have passed a physical examination administered by a licensed physician within the part year showing that they are physically qualified to operate vehicles safely.

PERSONAL PROTECTIVE EQUIPMENT

4.1 HARDHAT AREAS. The entire jobsite, with the exception of offices, will be considered a hardhat area. All persons entering the area are, without exception, required to wear hardhats. The contractor shall provide hardhats to visitors entering hardhat areas.

4.1.1 LABELS. Hardhats shall bear a manufacturer's label indicating design compliance with the appropriate ANSI (American National Standards Institute) standard.

4.2 POSTING. Signs at least 3 by 4 feet worded as follows with red letters (minimum 6 inches high) with white background shall be erected at access points to designated hardhat areas:

CONSTRUCTION AREA -- HARDHATS REQUIRED BEYOND THIS POINT

These signs are to be furnished and installed by the contractor at entries to shops, construction yards, and job access points.

MACHINERY AND MECHANIZED EQUIPMENT

5.1 SAFE CONDITION. Before any machinery or mechanized equipment is initially used on the job, it must be inspected and tested by qualified personnel and determined to be in safe operating condition and appropriate for the intended use. Operators shall inspect their equipment prior to the beginning of each shift. Any deficiencies or defects shall be corrected prior to using the equipment. Safety equipment, such as seatbelts, installed on machinery is to be used by equipment operators.

5.2 TAGGING AND LOCKING. The controls of power-driven equipment under repair are to be locked.

An effective lockout and tagging procedure is to be established, prescribing specific responsibility and safety procedures to be followed by the persons performing repair work.

5.3 HAUL ROAD FOR EQUIPMENT

5.3.1 ROAD MAINTENANCE. The contractor shall maintain all roadways, including haul roads and access roads, in a safe condition so as to eliminate or control dust and ice hazards. Wherever dust is a hazard adequate dust-laying equipment shall be available at the jobsite and utilized to control dust.

5.3.2 SINGLE LANE HAUL ROADS. Single-lane haul roads with two-way traffic shall have adequate turnouts. Where turnouts are not practical, a traffic control system shall be provided to prevent accidents.

5.3.3 TWO-WAY HAUL ROADS. On two-way haul roads, arrangements are to be such that vehicles travel on the right side wherever possible. Signs and traffic control devices are to be employed to indicate clearly any variations from a right-hand traffic pattern. The road shall be wide enough to permit safe passage of opposing traffic, considering the type of hauling equipment used.

5.3.4 DESIGN AND CONSTRUCTION OF HAUL ROADS. Haul road design criteria and drawings, if requested by the contracting officer, are to be submitted for approval prior to road construction.

Sustained grades shall not exceed 12 percent and all curves shall have open-sight line with as great a radius as practical. All roads shall be posted with curve signs and maximum speed limits that will permit the equipment to be stopped within one-half the minimum sight distance.

5.3.5 OPERATORS. Machinery and mechanized equipment shall be operated only by authorized qualified persons.

5.3.6 RIDING ON EQUIPMENT. Riding on equipment by unauthorized personnel is prohibited.

Seating and safety belts shall be provided for the operator and all passengers.

5.3.7 GETTING ON OR OFF EQUIPMENT. Getting on or off equipment while the equipment is in motion is prohibited.

5.3.8 HOURS OF OPERATION. Except in emergencies, an equipment operator shall not operate any mobile or hoisting equipment for more than 12 hours without an 8-hour rest interval away from the job.

5.4 POWER CRANES AND HOISTS (TRUCK CRANES, CRAWLER CRANES, TOWER

CRANES, GANTRY CRANES, HAMMERHEAD CRANES, DERRICKS, CABLEWAYS, AND

HOISTS)

5.4.1 PERFORMANCE TEST. Before initial onsite operation, at 12-month intervals, and after major repairs or modification, power cranes, derricks, cableways, and hoists must satisfactorily complete a performance test to demonstrate the equipment's ability to safety handle and maneuver the rated loads.

The tests shall be conducted in the presence of a representative of the contracting officer. Test data shall be recorded and a copy furnished the contracting officer.

5.4.2. PERFORMANCE TEST--POWER CRANES (Crawler mounted, truck mounted, and wheel mounted). The performance test is to be carried out with outriggers set and with a test load weighing 110 percent of the rated load. In testing cableways the test load is to be traveled to the upstream and downstream limits of travel and thoroughly performance tested in at least three travel positions, including both limits of travel.

5.4.3. PERFORMANCE TEST--DERRICKS, GANTRY CRANES, TOWER CRANES,

CABLEWAYS, AND HOISTS, INCLUDING OVERHEAD CRANES. This equipment is to be performance tested with a test load weighing 110 percent of the rated load. In testing cableways, the test load is to be traveled to the upstream and downstream limits of travel and thoroughly performance tested in at least three travel positions, including both limits of travel.

5.4.4 BOOM ANGLE INDICTOR. Power cranes (includes draglines) with booms capable of moving in the vertical plane shall be provided with a boom angle indicator in good working order.

5.4.5 CRANE TEST CERTIFICATION. The performance test required by 5.4.2 and 5.4.3 is fulfilled if the contractor provides the contracting officer a copy of the certificate of inspection made within the past 12 months by a qualified person or by a government or private agency satisfactory to the contracting officer.

5.4.6 POSTING FOR HIGH VOLTAGE LINES. A notice of the 10- foot (or greater) clearance required by OSHA 1926.550, Subpart N, shall be posted in the operator's cab of cranes, shovels, boom-type concrete pumps, backhoes and related equipment.

5.4.7 BOOM STOPS. Cranes or derricks with cable-supported booms, except draglines, shall have a device attached between the gantry of the A-frame and the boom chords to limit the elevation of the boom. The device shall control the vertical motions of the boom with increasing resistance from 83 or less, until completely stopping the boom at not over 87 above horizontal.

5.4.8 SAFETY HOOKS. Hooks used in hoisting personnel or hoisting loads over construction personnel or in the immediate vicinity of construction personnel shall be forged steel equipped with safety keepers.

When shackles are used under these conditions, they shall be of the locking type or have the pin secured to prohibit turning.

5.5 ROLLOVER PROTECTIVE STRUCTURES (ROPS)

5.5.1 ROLLOVER PROTECTIVE STRUCTURES. OSHA 1926 Subpart W Overhead Protection Sections 1000 and 1002 are applicable regardless of the year in which the equipment was manufactured and regardless of the struck capacity of the equipment.

5.5.2 EQUIPMENT REQUIRING ROPS. The requirement for ROPS meeting 5.5.1 above applies to crawler and rubber-tired tractors such as dozers, push and pull tractors, winch tractors with backhoes, and mowers; off-highway, self-propelled, pneumatic-tired earthmovers, including cabs). These requirements shall also apply to agricultural and industrial tractors and similar equipment.

5.5.3 EQUIPMENT REQUIRING SEATBELTS. The requirements for seatbelts as specified in OSHA Subpart 0, Motor Vehicles, Mechanized Equipment, and Marine Operations, Section 1926.602 shall also apply to self-propelled compactors and rollers, and rubber-tired skid-steer equipment.

5.6 LADDERS AND SCAFFOLDING.

5.6.1 LADDERS. OSHA 1926, Subpart L - Section 450. Ladders shall be used as work platforms only when use of small hand tools or handling of light material is involved. No work requiring lifting of heavy materials or substantial exertion shall be done from ladders.

5.6.2 SCAFFOLDING. OSHA 1926, Subpart L - Section 451. Scaffolds, platforms or temporary floors shall be provided for all work except that which can be done safely from the ground or similar footing.

5.6.3 SAFETY BELTS, LIFELINE, AND LANDYARDS. OSHA 1926, Subpart E, Section 104.

Lifelines, safety belts and lanyards independently attached or attended, shall be used when performing such work as the following when the requirements of 5.6.1 and 5.6.2 above cannot be met.

a. Work on stored material in hoppers, bins, silos, tanks or other confined spaces.

b. Work on hazardous slopes, structural steel, or poles; erection or dismantling of safety nets, typing reinforcing bars; and work from or other unguarded locations at elevations greater than 6 feet.

c. Work on skids and platforms used in shafts by crews when the skip or cage does not block the opening to within 1 foot of the sides of the shaft, unless cages are provided.

H.3 OTHER CONSTRUCTION PROJECT STAKEHOLDERS

(a) The State of South Carolina and/or individual landowners may have interests in this construction project. The Contractor is further advised that the Contracting Officer is the only employee with express authority to direct, determine, instruct, terminate, modify or change any requirements of the contract. If in doubt, contact the Contracting Officer for advice prior to interpreting contract requirements or performing implied direction from anyone other than the Contracting Officer.

452.236-73 ARCHAEOLOGICAL OR HISTORIC FEB 1988)

If a previously unidentified archaeological or historic site(s) is encountered, the Contractor shall discontinue work in the general area of the site(s) and notify the Contracting Officer immediately.

452.236-74 CONTROL OF EROSION, SEDIMENTATION, AND POLLUTION NOV 1996

(a) Operations shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.).

(b) Pollutants such as fuels, lubricants, bitumens, raw sewage, and other harmful materials shall not be discharged on the ground; into or nearby rivers, streams, or impoundments; or into natural or man-made channels. Wash water or waste from concrete or aggregate operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.

(c) Mechanized equipment shall not be operated in flowing streams without written approval by the Contracting Officer.

452.236-76 SAMPLES AND CERTIFICATES (FEB 1988)

When required by the specifications or the Contracting Officer, samples, certificates, and test data shall be submitted after award of the contract, prepaid, in time for proper action by the Contracting Officer or his/her designated representative. Certificates and test data shall be submitted in triplicate to show compliance of materials and construction specified in the contract performance requirements.

Samples shall be submitted in duplicate by the Contractor, except as otherwise specified, to show compliance with the contract requirements. Materials or equipment for which samples, certifications or test data are required shall not be used in the work until approved in writing by the Contracting Officer.

PART II

SECTION I

CONTRACT CLAUSES

I.1 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)

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

http://www.acquisition.gov/far/index.html

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) AND AGRICULTURAL

ACQUISITION REGULATION (48 CFR CHAPTER 4 PARTS 401-453) CLAUSES

52.204-10 ***REPORTING EXECUTIVE COMPENSATION AND FIRST- TIER SUBCONTRACT

AWARDS

JUL 2014

52.204-13 SYSTEM FOR AWARD MANAGEMENT MAINTENANCE JUL 2013

52.204-18 COMMERCIAL AND GOVERNMENT ENTTITY CODE MAINTENANCE NOV 2014

52.209-6 ****PROTECTING THE GOVERNMENT'S INTEREST WHEN SUBCONTRACTING WITH

CONTRACTORS DEBARRED, SUSPENDED, OR PROPOSED FOR DEBARMENT

AUG 2013

52.209-10 PROHIBITION ON CONTRACTING WITH INVERTED DOMESTIC

CORPORATIONS

DEC 2014

52.219-6 NOTICE OF TOTAL SMALL BUSINESS SET-ASIDE NOV 2011

52.219-28 POST-AWARD SMALL BUSINESS PROGRAM REPRESENTATION

JUL 2013

52.222-3 CONVICT LABOR JUN 2003

52.222-6 CONSTRUCTION WAGE RATE REQUIREMENTS MAY 2014

52.222-7 WITHHOLDING OF FUNDS MAY 2014

52.222-8 PAYROLLS AND BASIC RECORDS MAY 2014

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

52.222-21 * PROHIBITION OF SEGREGATED FACILITIES FEB 1999

52.222-26 * EQUAL OPPORTUNITY MAR 2007

52.222-27 *AFFIRMATIVE ACTION COMPLIANCE REQUIREMENTS FOR CONSTRUCTION

FEB 1999

52.222-35 *****EQUAL OPPORTUNITY FOR VETERANS JUL 2014

52.222-36 **EQUAL OPPORTUNITY FOR WORKERS WITH DISABILITIES

JUL 2014

52.222-37 EMPLOYMENT REPORTS ON VETERANS JUL 2014

52.222-40 NOTIFICATION OF EMPLOYEE RIGHTS UNDER THE NATIONAL

LABOR RELATIONS ACT

DEC 2010

52.222-50 COMBATING TRAFFICKING IN PERSONS FEB 2009

52.222-55 MINIMUM WAGES UNDER EXECUTIVE ORDER 13658 DEC 2014

52.223-2 AFFIRMATIVE PROCUREMENT OF BIOBASED PRODUCTS UNDER SERVICE

AND CONSTRUCTION CONTRACTS

SEP 2013

52.223-6 DRUG FREE WORKPLACE MAY 2001

52.223-18 ENCOURAGING CONTRACTOR POLICIES TO BAN TEXT MESSAGING

WHILE DRIVING

AUG 2011

52.225-13 RESTRICTIONS ON CERTAIN FOREIGN PURCHASES JUN 2008

52.228-13 **** ALTERNATIVE PAYMENT PROTECTIONS JUL 2000

52.228-14 IRREVOCABLE LETTER OF CREDIT NOV 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 JUL 2013

52.232-33 PAYMENT BY ELECTRONIC FUNDS TRANSFER-SYSTEM FOR AWARD

MANAGEMENT

JUL 2013

52.232-39 UNENFORCEABILITY OF UNAUTHORIZED OBLIGATIONS JUN 2013

52.232-40 PROVIDING ACCURATE PAYMENTS TO SMALL BUSINESS

SUBCONTRACTORS

DEC 2013

52.233-1 DISPUTES MAY 2014

52.233-3 PROTEST AFTER AWARD AUG 1996

52.233-4 APPLICABLE LAW FOR BREACH OF CONTRACT CLAIM OCT 2004

52.236-2 DIFFERING SITE CONDITION APR 1984

52.236-3 SITE INVESTIGATIONS 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

52.236-16 QUANTITY SURVEYS APR 1984

52.236-21 SPECIFICATION AND DRAWINGS FOR CONSTRUCTION FEB 1997

52.243-5 CHANGES AND CHANGED CONDITIONS APR 1984

52.244-6 SUBCONTRACTS FOR COMMERCIAL ITEMS OCT 2014

52.249-1 TERMINATION FOR CONVENIENCE OF THE GOVERNMENT

(FIXED-PRICE) (SHORT FORM)

APR 1984

52.249-2 TERMINANTION FOR COVENIENCE OF THE GOVERNMENT

(FIXED PRICE) ALT I (SEP 1996)

APR 2012

52.249-10 DEFAULT (FIXED-PRICE CONSTRUCTION) APR 1984

52.253-1 COMPUTER GENERATED FORMS JAN 1991

* Applies over $10,000 ** Applies over $15,000 *** Applies over $25,000 **** Applies over $30,000 ***** Applies over $100,000

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I.2 52.225-9 BUY AMERICAN ACT--CONSTRUCTION MATERIALS (MAY 2014)

a) Definitions. As used in this clause—

“Commercially available off-the-shelf (COTS) item”—

(1) Means any item of supply (including construction material) that is—

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, as defined in 46 U.S.C. 40102(4), such as agricultural products and petroleum products.

“Component” means an article, material, or supply incorporated directly into a construction material.

“Construction material” means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.

“Cost of components” means—

(3) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the construction material (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(4) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

“Domestic construction material” means—

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if—

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

“Foreign construction material” means a construction material other than a domestic construction material.

“United States” means the 50 States, the District of Columbia, and outlying areas.

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(b) Domestic preference.

(1) This clause implements 41 U.S.C. chapter 83, Buy American, by providing a preference for domestic construction material. In accordance with 41 U.S.C. 1907, the component test of the Buy American statute is waived for construction material that is a COTS item. (See FAR 12.505(a)(2)).