IFBConstruction_Aspring_WRP_Restoration.pdf

Solicitation Number: AG-2B46-S-16-0045 Page 3

Section B – Bid Schedule – Supplies or Services and Prices ………………………………. 4 Section C – Description/Specifications/Work Statement ……………………………………. 5 Section D – Packaging and Marking ………………………………………………………… 6 Section E – Inspection and Acceptance ……………………………………………………… 8 Section F – Deliveries and Performance …………………………………………………….. 9 Section G – Contract Administration Data ………………………………………………….. 12 Section H – Special Contract Requirements ………………………………………………… 14 Section I – Contract Clauses ………………………………………………………………… 23 Section J – List of Documents, Exhibits and Other Documents …………………………….. 30 Section K – Representations, Certifications, and Other Statements of Bidders …………….. 32 Section L – Instructions, Conditions, and Notices to Bidders ………………………………. 38 Section M – Evaluation Factors for Award …………………………………………………. 46

Solicitation Number: AG-2B46-S-16-0045 Page 4

B - SUPPLIES OR SERVICES AND PRICES

This solicitation requires bidding on all line items, failure to do so will disqualify the bid.

Line Item

Description Spec . No.

Quanti ty

Uni t

Unit Price Extended Amount

001 Clearing and Grubbing

LS

002 Pollution Control

003 Vegetative Measures

004 Construction Surveys

005 Mobilization and Demobilization

006 Removal of Water

007 Earthfill, Dike Construction (DK1)

18,000

LF

008 Earthfill, Ditch Block

(DB1-DB7)

EA

009 Structure for Water Control (SWC1)

Structure for Water Control (SWC2)

011 Structure for Water Control (SWC3)

012 Structure for Water Control (SWC4)

013 Structure for Water Control (SWC5)

014 Land Smoothing (LS1-

LS14)

466 1 LS

015 Structural Removal

(RES1 - RES9)

3 9 EA

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016 Road Modification

(RM1)

911 1 EA

017 Channel (CH1)

21 1 EA

018 Berm Modification

(BM1)

61 1 EA

TOTAL BID

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.

Quantities marked with an * above are estimated quantities and the clause FAR 52.211-18, 52.211-18 Variation in Estimated Quantity, applies.

ONE AWARD FOR THE AGGREGATE OF ALL ITEMS WILL BE MADE AS A RESULT

OF THIS SOLICITATION

Solicitation Number: AG-2B46-S-16-0045 Page 6

C - DESCRIPTION/SPECIFICATIONS

AGAR 452.211-72 Statement of Work/Specifications. (Feb 1998)

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.

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.

Solicitation Number: AG-2B46-S-16-0045 Page 7

D - PACKAGING AND MARKING

No clauses included in this section.

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E - INSPECTION AND ACCEPTANCE

52.246-12 Inspection of Construction. (Aug 1996)

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F - DELIVERIES OR PERFORMANCE

52.242-14 Suspension of Work. (Apr 1984)

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 120 days after the date the contractor receives the notice to proceed. The time stated for completion shall include final cleanup of the premises.

52.211-12 Liquidated Damages—Construction. (Sep 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $864.22 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

52.211-13 Time Extensions. (Sep 2000)

Time extensions for contract changes will depend upon the extent, if any, by which the changes cause delay in the completion of the various elements of construction. The change order granting the time extension may provide that the contract completion date will be extended only for those specific elements related to the changed work and that the remaining contract completion dates for all other portions of the work will not be altered. The change order also may provide an equitable readjustment of liquidated damages under the new completion schedule.

52.236-15 Schedules for Construction Contracts. (Apr 1984)

(a) The Contractor shall, within five days after the work commences on the contract or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval three copies of a practicable schedule showing the order in which the Contractor proposes to perform the work, and the dates on which the Contractor contemplates starting and completing the several salient features of the work (including acquiring materials, plant, and equipment). The schedule shall be in the form of a progress chart of suitable scale to indicate appropriately the percentage of work scheduled for completion by any given date during the period. If the Contractor fails to submit a schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

(b) The Contractor shall enter the actual progress on the chart as directed by the Contracting Officer, and upon doing so shall immediately deliver three copies of the annotated schedule to the Contracting Officer. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress, Solicitation Number: AG-2B46-S-16-0045 Page 10 including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart form as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

(c) Failure of the Contractor to comply with the requirements of the Contracting Officer under this clause shall be grounds for a determination by the Contracting Officer that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor’s right to proceed with the work, or any separable part of it, in accordance with the default terms of this contract.

4I-52.249-70 Time Extensions for Unusually Severe Weather. (Nov 2013)

(a) This clause specifies the procedure for determination of time extensions for unusually severe weather in accordance with 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.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON SIX (6) DAY WORK WEEK

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

( 1 ) (2 ) ( 2 ) ( 2 ) (3) (6 ) (6 ) ( 5 ) ( 5 ) ( 2 ) (1) ( 1 )

(c) Upon acknowledgement 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. An 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

Solicitation Number: AG-2B46-S-16-0045 Page 11 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 days, and issue a modification in accordance with FAR clause 52.249-10, Default (Fixed-Price Construction).

Maximum Workweek – Construction Schedule

Within 10 calendar days after receipt of a written request from the Contracting Officer, the Contractor must submit the following in writing for approval, 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 10 hours per day, 6 days per week, Monday through Saturday.

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

Solicitation Number: AG-2B46-S-16-0045 Page 12

G - CONTRACT ADMINISTRATION DATA

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 and all contract terms and conditions remain unchanged.

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 in the COR’s appointment letter. This letter specifies the extent of the COR’s authority to act on behalf of the CO. The COR is not authorized to make any commitments or changes that will affect price, quality, quantity, delivery or any other term or condition of the contract. Any subsequent change to the COR or COR responsibilities will be confirmed, in writing, by the CO. A COR does not have the authority to and may never –

1.award, agree to, or execute any contract, contract modification, or notice of intent;

2.obligate, in any way, the payment of money by the Government;

3.make a final decision on any contract matter which is subject to the clause at FAR 52.233-

1, Disputes; or 4.terminate, for any cause, the contractor’s right to proceed.

If the contractor does not receive a copy of the COR appointment letter, the contractor is required to request a copy of it from the CO prior to commencing work. Individuals not designated in writing as a COR by the CO are not considered a COR and do not have the authority delegated to the COR. If the contractor considers any action or inaction by a COR, any other government employee (such as an inspector), or representative or agent of the government as a change to the contract terms and conditions they must notify the contracting officer immediately and not proceed with any such change until approved by the contracting officer

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

Solicitation Number: AG-2B46-S-16-0045 Page 13

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

Electronic Invoicing and Payment Requirements – Invoice Payment Platform (IPP)

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.

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 Certification

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 be delivered to the Contracting Officer at the location shown in Block 24 of SF- 1442.

(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 to the

Contracting Officer 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.

https://www.ipp.gov/

Solicitation Number: AG-2B46-S-16-0045 Page 14

(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.

(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.

(Release) (Signature of Contractor)

H - SPECIAL CONTRACT REQUIREMENTS

52.204-14 Service Contract Reporting Requirements. (Jan 2014)

52.236-4 Physical Data. (Apr 1984)

Data and information furnished or referred to below is for the Contractor’s information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.

(a) The indications of physical conditions on the drawings and in the specifications are the result of site investigations by Rotary Wash Drilling with SPT sampling. See pages C230-C234 in the plans for the boring information. The locations of the borings are

Solicitation Number: AG-2B46-S-16-0045 Page 15 located on the plan views. A geotechnical report can be obtained by contacting the Contracting Officer at 615-277-2543.

(b) Weather conditions – see http://www.srh.noaa.gov/mfl/ for current conditions

(c) Transportation facilities – Site can be accessed from County Road 835, Clewiston, Florida

(d) None

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.

http://www.srh.noaa.gov/mfl/

Solicitation Number: AG-2B46-S-16-0045 Page 16

NATURAL RESOURCES CONSERVATION SERVICE SUPPLEMENT TO 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

Solicitation Number: AG-2B46-S-16-0045 Page 17 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.

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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:

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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.

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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.

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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 LANYARDS. 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.

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AGAR 52.236-72 Use of Premises. (Nov 1996)

(a) Before any camp, quarry, borrow pit, storage, detour, or bypass site, other than shown on the drawings, is opened or operated on USDA land or lands administered by the USDA, the Contractor shall obtain written permission from the Contracting Officer. A camp is interpreted to include a campsite or trailer parking area of any employee working on the project for the Contractor.

(b) Unless excepted elsewhere in the contract, the Contractor shall (i) provide and maintain sanitation facilities for the work force at the site and (ii) dispose of solid waste in accordance with applicable Federal, State and local regulations.

AGAR 52.236-73 Archaeological or Historic Sites. (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.

AGAR 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.

AGAR 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 with 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.

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PART II—CONTRACT CLAUSES

I - CONTRACT CLAUSES

52.203-3 Gratuities. (Apr 1984) 52.203-5 Covenant Against Contingent Fees. (May 2014) 52.203-7 Anti-Kickback Procedures. (May 2014) 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper

Activity. (May 2014) 52.203-10 Price or Fee Adjustment for Illegal or Improper Activity. (May 2014) 52.203-12 Limitation on Payments to Influence Certain Federal Transactions. (Oct

2010) 52.203-17 Contractor Employee Whistleblower Rights and Requirement to Inform

Employees of Whistleblower Rights. (Apr 2014) 52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper.

(May 2011) 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards. (Oct 2015) 52.204-13 System for Award Management Maintenance. (Jul 2013) 52.204-18 Commercial and Government Entity Code Maintenance. (Jul 2015) 52.209-6 Protecting the Government’s Interest When Subcontracting with

Contractors Debarred, Suspended, or Proposed for Debarment. (Oct 2015) 52.209-10 Prohibition on Contracting with Inverted Domestic Corporations. (Nov 2015) 52.214-29 Order of Precedence—Sealed Bidding. (Jan 1986) 52.219-8 Utilization of Small Business Concerns. (Oct 2014) 52.219-28 Post-Award Small Business Program Rerepresentation. (Jul 2013) 52.222-3 Convict Labor. (Jun 2003) 52.222-4 Contract Work Hours and Safety Standards—Overtime Compensation.

(May 2014) 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. (Apr 2015) 52.222-26 Equal Opportunity. (Apr 2015) 52.222-27 Affirmative Action Compliance Requirements for Construction. (Apr 2015) 52.222-37 Employment Reports on Veterans. (Feb 2016) 52.222-40 Notification of Employee Rights Under the National Labor Relations Act.

(Dec 2010)

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52.222-50 Combating Trafficking in Persons. (Mar 2015) 52.222-55 Minimum Wages Under Executive Order 13658. (Dec 2015) 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) 52.228-2 Additional Bond Security. (Oct 1997) 52.228-11 Pledges of Assets. (Jan 2012) 52.228-12 Prospective Subcontractor Requests for Bonds. (May 2014) 52.228-14 Irrevocable Letter of Credit. (Nov 2014) 52.228-15 Performance and Payment Bonds—Construction. (Oct 2010) 52.229-3 Federal, State, and Local Taxes. (Feb 2013) 52.232-5 Payments under Fixed-Price Construction Contracts. (May 2014) 52.232-17 Interest. (May 2014) 52.232-23 Assignment of Claims. (May 2014) 52.232-27 Prompt Payment for Construction Contracts. (May 2014) 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 Accelerated Payments to Small Business Subcontractors. (Dec

2013) 52.233-1 Disputes. (May 2014) 52.233-3 Protest after Award. (Aug 1996) 52.233-4 Applicable Law for Breach of Contract Claim. (Oct 2004) 52.236-2 Differing Site Conditions. (Apr 1984) 52.236-3 Site Investigation and Conditions Affecting the Work. (Apr 1984) 52.236-5 Material and Workmanship. (Apr 1984) 52.236-6 Superintendence by the Contractor. (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) 52.236-21 Specifications and Drawings for Construction. Alt. II (Feb 1997) 52.242-13 Bankruptcy. (Jul 1995) 52.243-4 Changes. (Jun 2007) 52.244-2 Subcontracts. (Oct 2010) 52.244-6 Subcontracts for Commercial Items. (Jun 2016) 52.248-3 Value Engineering—Construction. (Oct 2015) 52.249-2 Termination for Convenience of the Government (Fixed-Price). Alternate I

(Sep 1996) 52.249-10 Default (Fixed-Price Construction). (Apr 1984)

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52.253-1 Computer Generated Forms. (Jan 1991)

52.209-9 Updates of Publicly Available Information Regarding Responsibility

Matters. (Jul 2013)

52.214-26 Audit and Records—Sealed Bidding. (Oct 2010)

52.222-54 Employment Eligibility Verification (Oct 2015)

52.219-3 Notice of HUBZone Set-Aside or Sole Source Award. (Nov 2011)

52.236-16 Quantity Surveys. Alternate I (Apr 1984)

52.236-17 Layout of Work. (Apr 1984)

52.222-35 Equal Opportunity for Veterans. (Oct 2015)

(a) Definitions. As used in this clause— “Active duty wartime or campaign badge veteran,” “Armed Forces service medal veteran,” “disabled veteran,” “protected veteran,” “qualified disabled veteran,” and “recently separated veteran” have the meanings given at FAR 22.1301.

(b) Equal opportunity clause. The Contractor shall abide by the requirements of the equal opportunity clause at 41 CFR 60-300.5(a), as of March 24, 2014. This clause prohibits discrimination against qualified protected veterans, and requires affirmative action by the Contractor to employ and advance in employment qualified protected veterans.

(c) Subcontracts. The Contractor shall insert the terms of this clause in subcontracts of $150,000 or more unless exempted by rules, regulations, or orders of the Secretary of Labor. The Contractor shall act as specified by the Director, Office of Federal Contract Compliance Programs, to enforce the terms, including action for noncompliance. Such necessary changes in language may be made as shall be appropriate to identify properly the parties and their undertakings.

(End of clause)

52.222-36 Equal Opportunity for Workers with Disabilities. (Jul 2014)

(a) Equal opportunity clause. The Contractor shall abide by the requirements of the equal opportunity clause at 41 CFR 60-741.5(a), as of March 24, 2014. This clause prohibits discrimination against qualified individuals on the basis of disability, and requires affirmative action by the Contractor to employ and advance in employment qualified individuals with disabilities.

(b) Subcontracts. The Contractor shall include the terms of this clause in every subcontract or purchase order in excess of $15,000 unless exempted by rules, regulations, or orders of the Secretary, so that such provisions will be binding upon each subcontractor or vendor. The

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Contractor shall act as specified by the Director, Office of Federal Contract Compliance Programs of the U.S. Department of Labor, to enforce the terms, including action for noncompliance. Such necessary changes in language may be made as shall be appropriate to identify properly the parties and their undertakings.

(End of clause)

52.225-9 Buy American—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.