FY15BarkerSolicitation.pdf

Solicitation AG-4741-S-15-0004: WRP Hydrology – Jodi Barker Easement – Gibson Co, TN

PART I

SECTION A – SOLICITATION/CONTRACT FORM

See Standard Form 1442 – Solicitation, Offer and Award

SECTION B – SUPPLIES OR SERVICES AND PRICES

BID SCHEDULE – JODI BARKER WETLAND RESERVE EASEMENT

GIBSON COUNTY, TENNESSEE

Furnish all labor, materials, equipment and supervision required to complete the hydrology restoration on the Jodi Barker Wetland Reserve easement in accordance with the attached specifications and drawings (see Section J for attachments).

Item Number

Specification Number

Unit Price

Services Quantity Unit Amount

Jodi Barker All Fields

1 Mobilization & Demobilization 8 1 Job $ $

2 Construction Surveys 7 1 Job $ $

3 Removal of Water 11 1 Job $ $

Field 2

4 Clearing and Grubbing 2 4.8 Acre $ $

5 Earthfill, Class C, Dike 23 10,066 C.Y. $ $

6 Excavation, Common, Levee Lowering 21 3,066 L.F. $ $

7 Excavation, Common, Shallow Excavation 21 908 C.Y. $ $

8 Structure for Water Control, 18"

Aluminum 51 1 Job $ $

9 Structure Removal, Screw Gate Removal 3 1 Job $ $

10 Protective Cover, Vegetation & Mulching 6 5.7 Acre $ $

11 Seeding and Mulching, Erosion Control

Blanket 6 9,232 S.Y. $ $

Field 4

12 Clearing and Grubbing 2 2.3 Acre $ $

13 Excavation, Common, Levee Lowering 21 2,131 L.F. $ $

14 Protective Cover, Vegetation & Mulching 6 3.8 Acre $ $

Field 6

15 Clearing and Grubbing 2 4.6 Acres $ $

16 Earthfill, Class C, Dike 23 17,275 C.Y. $ $

Excavation, Common, Levee Lowering 21 2,523 L.F. $ $

18 Structure for Water Control 18"

19 Structure for Water Control 24"

20 Structure Removal, Screw Gate and Pipe 3 1 Job $ $

21 Protective Cover, Vegetation & Mulching 6 8.5 Acre $ $

22 Seeding and Mulching, Erosion Control

Blanket 6 12,000 S.Y. $ $

23 Rock Riprap, D50= 12" 61 485 Ton $ $

Field 8

24 Clearing and Grubbing 2 2.2 Acre $ $

25 Excavation, Common, Levee Lowering 21 2,006 L.F. $ $

26 Protective Cover, Vegetation & Mulching 6 3.2 Acre $ $

27 Rock Riprap, D50= 12" 61 35 Ton $ $

Fields 10 and 14-16

28 Field 10, 14-16: Moderate Grading, Seeding, and Mulching 6 10 Acre $ $

29 Field 14-16: Smoothing and Temporary

Seeding 6 11.9 Acre $ $

TOTAL BID $

Contractor Signature _________________________

Contractor DUNS Number ______________________________

SECTION C- DESCRIPTION/SPECIFICATIONS

C. 1. STATEMENT OF WORK/SPECIFICATIONS

Wetland Reserve Easement hydrology restoration work will be constructed on fields 2, 4, and 6 on the northern portion and field 8 on the southern portion of the Jodi Barker WRP easement. The site is located 1.5 miles west of Humboldt in Gibson County, Tennessee. This construction work is intended to restore natural wetland hydrology to the site. This easement is perpetual. Once the site is restored back to a wetland, it will remain in that land use forever providing many benefits to wildlife, flood storage, and water quality.

The construction work in 2015 will involve 4 of the 16 fields within the easement. Work will only be conducted on the open fields north of Highway 152 and one field south of Highway 152. No work will be conducted in wooded fields. Some clearing of trees will be required along the levees that will be breached to allow floodwaters to access the fields. These trees will be placed strategically in the fields to help create habitat.

Field 2 The work within this field involves removing an existing steel pipe with screw gate and replacing it with a flashboard riser to manage the water level within the impoundment. A low-head dike will be constructed so that storm runoff and flood waters can be stored for an acceptable duration to settle sediments and other pollutants on the easement area so they can be filtered naturally through wetland functions and values. The dike will be constructed using soil materials borrowed from the easement using creative borrowing techniques. This will allow for micro/macrotopographic features that mimic a more natural floodplain/wetland environment. A water control structure will be installed to reduce outflow, and store water during the winter months. Large portions of open areas currently in crop field will be planted back to native grasses and bottomland hardwood species. Existing flood retarding levees will be breached to allow flood waters from the Middle Fork Forked Deer River to access the site.

The excavated material will be placed in the borrow ditch to raise the water table in the adjacent field thus further enhancing wetland hydrology. All disturbed areas will be sowed to native vegetation.

Field 4 A large levee breach will be excavated on the MFFD River levee to allow flood water to access the easement. On the opposite side of the field, another levee breach will be excavated to allow continuity across the floodplain. A large habitat mound will be constructed to create habitat that will benefit a wide range of wildlife throughout the year and act as a location to spoil excavated material. All disturbed areas will be sowed to native vegetation.

Field 6 The levee that runs east to west on the north side of State Highway 152 will be lowered and flattened so that flood waters have access to the site sooner and more frequently. A flashboard riser will be installed to manage the water level in the impoundment. There will also be a new dike to create a second impoundment on the northern portion of field 6. In this dike there will be a second water control structure installed to manage the water level. On the western side of field 6, the existing flood retarding levee will be lowered for aesthetic and functional purposes. By lowering the old levee, flood waters will be able to quickly enter the field and provide additional flood storage. The excavated material will be placed in the borrow ditch to raise the water table in the adjacent field thus further enhancing wetland hydrology. There is also topographic features (described above) that will be constructed in this field. The existing pipe and screw gate located in the existing levee will be removed.

All disturbed areas will be sown to native vegetation upon completion of the work.

Field 8

The levee the runs from Highway 152 south towards field 10 will be breached to a lower elevation to allow high floodwaters access to the site and to provide a levee that is easier and safer to maintain. The excavated material will be placed in the borrow ditch to raise the water table in the adjacent field thus further enhancing wetland hydrology.

Fields 10 and 14-16

The work that was constructed during 2014 on the Jodi Barker Easement received some minor damages in particular areas from flooding during the winter of 2014 and 2015 due to lack of vegetation in critical areas. Due to construction taking place so late in the fall during 2014, a good stand of vegetation was not achieved. Work during 2015 will include grading, mulching and seeding existing dikes and smoothing rutted areas and sowing a temporary cover. All areas will have a seed bed prepared and seeded to the desired species.

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 Specifications/Drawings referenced in Section J, List of Documents, Exhibits, and Other Attachments.

(End of clause)

452.211-73 Attachments to Statements 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 award.

LIST OF SPECIFICATIONS

WRP – GIBSON COUNTY, TENNESSEE

CONSTRUCTION SPECIFICATIONS

SPECIFICATION

NUMBER DESCRIPTION

2 Clearing and Grubbing 3 Structure Removal 6 Seeding, Sprigging, and Mulching 7 Construction Surveys 8 Mobilization and Demobilization 10 Water for Construction 11 Removal of Water 21 Excavation 23 Earthfill 26 Topsoiling 32 Structure Concrete 51 Corrugated Metal Pipe 61 Rock Riprap 83 Timber Fabrication and Installation 95 Geotextile

MATERIAL SPECIFICATIONS

522 Aggregates for Portland Cement Concrete

523 Rock for Riprap

531 Portland Cement

533 Chemical Admixtures for Concrete

552 Aluminum Corrugated Pipe

584 Structural Timber and Lumber

585 Wood Preservatives and Treatment

592 Geotextile

SECTION D – PACKAGING AND MARKING

THERE ARE NO CLAUSES INCLUDED IN THIS SECTION

SECTION E – INSPECTION AND ACCEPTANCE

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 address:

https://acquisition.gov/far/index.html

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

NUMBER TITLE DATE

52.246-12 Inspection of Construction AUG 1996 https://acquisition.gov/far/index.html https://acquisition.gov/far/current/html/52_246.html%23wp1118901

SECTION F – DELIVERIES OR PERFORMANCE

52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984)

The Contractor shall be required to:

(a) commence work under this contract within 10 calendar days,

(b) prosecute the work diligently, and

(c) complete the entire work ready for use not later than 84 calendar days. The time stated for completion shall include final cleanup of the premises.

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.

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, 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.

52.242-14 Suspension of Work (APR 1984)

(a) The Contracting Officer may order the Contractor, in writing, to suspend, delay, or interrupt all or any part of the work of this contract for the period of time that the Contracting Officer determines appropriate for the convenience of the Government.

(b) If the performance of all or any part of the work is, for an unreasonable period of time, suspended, delayed, or interrupted (1) by an act of the Contracting Officer in the administration of this contract, or (2) by the Contracting Officer’s failure to act within the time specified in this contract (or within a reasonable time if not specified), an adjustment shall be made for any increase in the cost of performance of this contract (excluding profit) necessarily caused by the unreasonable suspension, delay, or interruption, and the contract modified in writing accordingly. However, no adjustment shall be made under this clause for any suspension, delay, or interruption to the extent that performance would have been so suspended, delayed, or interrupted by any other cause, including the fault or negligence of the Contractor, or for which an equitable adjustment is provided for or excluded under any other term or condition of this contract.

(c) A claim under this clause shall not be allowed—

(1) For any costs incurred more than 20 days before the Contractor shall have notified the

Contracting Officer in writing of the act or failure to act involved (but this requirement shall not apply as to a claim resulting from a suspension order); and

(2) Unless the claim, in an amount stated, is asserted in writing as soon as practicable after the termination of the suspension, delay, or interruption, but not later than the date of final payment under the contract.

SECTION G – CONTRACT ADMINSTRATION DATA

G.1 Designated Payment Office Contact Point

The contact point described below coordinates the issuance of payments under this contract. If payment is not received within five (5) calendar 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:

Nancy Harris Contracting Officer Phone: (615) 277-2543 Email: nancy.harris@tn.usda.gov

If the contractor’s payment address is different than the company’s address, that payment address must be specified in the contractor’s submitted offer.

G.2 Contracting Officer’s Authority

The Contracting Officer (CO) is the only person authorized to approve changes to any of the requirements of this project. The 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.3 Contracting Officer’s Representative

The Government’s 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 limitation as defined by the CO. The COR does not have the authority to modify the contract to change the requirements or to add funding. 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 or a change to the contract requirements.

G.4 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 https://www.ipp.gov/ 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.

SECTION H – SPECIAL CONTRACT REQUIREMENTS

AGAR 452.236-73 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.

WORK PERFORMANCE ON HOLIDAYS (NRCS-TN)

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

Memorial Day, 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

COMPLIANCE WITH OPEN BURNING LAW (NRCS-TN)

Between October 15 and May 15, inclusive the contractor shall obtain a valid burning permit number from the Tennessee Division of Forestry in accordance with Tennessee Code Annotated Section 39-14- 306 prior to any open burning at the site. Permits are not issued more than three (3) days prior to the burn date and all permits expire three (3) days after issuance. The contractor shall furnish the Contracting Officer’s Technical Representative (COTR) or Government Inspector the burning permit number prior to starting any opening burning at the site.

Burning permit numbers may be obtained by calling the Tennessee Division of Forestry listed in the local telephone directory. The information required in the burner's name, location and planned burning time.

EQUIPMENT RATES (NRCS-TN)

As stated in Part 31 of the Federal Acquisition Regulation, allowable ownership and operating cost shall be determined from actual cost data when such data can be determined for both ownership and operations for each piece of equipment from the contractor's accounting records. When such costs cannot be so determined, the Contractor's Equipment Cost Guide, published by Dataquest, 1290 Ridder Park Drive, San Jose, California 95131, in cooperation with the Associated General Contractors of America, shall be used to determine ownership and/or operating costs of such construction equipment. This clause does not otherwise change any of the contract cost principles and procedures or any other part of the Federal Acquisition Regulation.

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

(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 in w 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, every assistance is to be 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 degrees or less, until completely stopping the boom not over 87 degrees 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.

SECTION I – CONTRACT CLAUSES

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 address: https://acquisition.gov/far/index.html

52.203-3 Gratuities (APR 1984) 52.203-5 Covenant Against Contingent Fees (APR 1984) 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 (April 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 (JUL 2013) 52.204-13 System for Award Management Maintenance. (JUL 2013) 52.204-18 Commercial and Government Entity Code Maintenance (Nov 2014) 52.209-6 Protecting the Government’s Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment (AUG 2013) 52.214-29 Order of Precedence—Sealed Bidding. (Jan 1986) 52.215-8 Order of Precedence—Uniform Contract Format. (Oct 1997) 52.219-6 Notice of Total Small Business Set-Aside (NOV 2011) 52.219-8 Utilization of Small Business Concerns. (Oct 2014) 52.219-14 Limitations on Subcontracting. (Nov 2011) https://acquisition.gov/far/index.html https://acquisition.gov/far/current/html/52_200_206.html%23wp1141649 https://acquisition.gov/far/current/html/52_200_206.html%23wp1149656 https://acquisition.gov/far/current/html/52_200_206.html%23wp1149656 https://acquisition.gov/far/current/html/52_207_211.html%23wp1140926 https://acquisition.gov/far/current/html/52_217_221.html%23wp1136004

52.219-28 Post-Award Small Business Program Representation (JULY 2013)

52.222-3 Convict Labor (JUNE 2003) 52.222-4 Contract Work Hours and Safety Standards Act – Overtime Compensation (JUL 2005) 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 (JULY 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 (JULY 2014) 52.222-36 Equal Opportunity for Workers with Disabilities. (JULY 2014) 52.222-37 Employment Reports on Veterans (JULY 2014) 52.222-50 Combating Trafficking in Persons (MARCH 2015) 52.223-2 Affirmative Procurement of Biobased Products Under Service and Construction

Contracts (SEP 2013) 52.223-3 Hazardous Material Identification and Material Safety Data (JAN 1997) Alternate I (JUL 1995) 52.223-6 Drug-Free Workplace (MAY 2001) 52.223-15 Energy Efficiency in Energy-Consuming Products (DEC 2007) 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving (AUG 2011) 52.225-13 Restrictions of Certain Foreign Purchases (JUN 2008) 52.227-1 Authorization and Consent (DEC 2007) 52.227-4 Patent Indemnity—Construction Contracts (DEC 2007) 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) 52.232-16 Progress Payments. Alternate I (Mar 2000)

52.232-18 Availability of Funds (APR 1984) 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 Contact Claim (OCT 2004) https://acquisition.gov/far/current/html/52_217_221.html%23wp1139913 https://acquisition.gov/far/current/html/52_222.html%23wp1147479 https://acquisition.gov/far/current/html/52_222.html%23wp1147505 https://acquisition.gov/far/current/html/52_222.html%23wp1147521 https://acquisition.gov/far/current/html/52_222.html%23wp1147526 https://acquisition.gov/far/current/html/52_222.html%23wp1147541 https://acquisition.gov/far/current/html/52_222.html%23wp1147541 https://acquisition.gov/far/current/html/52_222.html%23wp1147548 https://acquisition.gov/far/current/html/52_222.html%23wp1147553 https://acquisition.gov/far/current/html/52_222.html%23wp1147553 https://acquisition.gov/far/current/html/52_222.html%23wp1147560 https://acquisition.gov/far/current/html/52_222.html%23wp1147570 https://acquisition.gov/far/current/html/52_222.html%23wp1147575 https://acquisition.gov/far/current/html/52_222.html%23wp1147656 https://acquisition.gov/far/current/html/52_222.html%23wp1147711 https://acquisition.gov/far/current/html/52_222.html%23wp1147711 https://acquisition.gov/far/current/html/52_222.html%23wp1147739 https://acquisition.gov/far/current/html/52_222.html%23wp1158632 https://acquisition.gov/far/current/html/52_222.html%23wp1148097 https://acquisition.gov/far/current/html/52_222.html%23wp1148123 https://acquisition.gov/far/current/html/52_222.html%23wp1151848 https://acquisition.gov/far/current/html/52_223_226.html%23wp1168786 https://acquisition.gov/far/current/html/52_223_226.html%23wp1168787 https://acquisition.gov/far/current/html/52_223_226.html%23wp1168850 https://acquisition.gov/far/current/html/52_223_226.html%23wp1168850 https://acquisition.gov/far/current/html/52_223_226.html%23wp1178433 https://acquisition.gov/far/current/html/52_223_226.html%23wp1188603 https://acquisition.gov/far/current/html/52_223_226.html%23wp1169608 https://acquisition.gov/far/current/html/52_223_226.html%23wp1169608 https://acquisition.gov/far/current/html/52_227.html%23wp1139101 https://acquisition.gov/far/current/html/52_228_231.html%23wp1137434 https://acquisition.gov/far/current/html/52_228_231.html%23wp1137523 https://acquisition.gov/far/current/html/52_228_231.html%23wp1137536 https://acquisition.gov/far/current/html/52_228_231.html%23wp1137551 https://acquisition.gov/far/current/html/52_228_231.html%23wp1137551 https://acquisition.gov/far/current/html/52_228_231.html%23wp1137639 https://acquisition.gov/far/current/html/52_232.html%23wp1152507 https://acquisition.gov/far/current/html/52_232.html%23wp1152919 https://acquisition.gov/far/current/html/52_232.html%23wp1152984 https://acquisition.gov/far/current/html/52_232.html%23wp1153110 https://acquisition.gov/far/current/html/52_232.html%23wp1153351 https://acquisition.gov/far/current/html/52_232.html%23wp1160005 https://acquisition.gov/far/current/html/52_232.html%23wp1160005 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113304 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113329 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113344 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113365

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) 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (APR 1984) 52.236-10 Operations and Storage Areas (APR 1984) 52-236-11 Use and Possession Prior to Completion (APR 1984) 52.236-12 Cleaning Up (APR 1984) 52.236-13 Accident Prevention (NOV 1991) 52.236-16 Quantity Surveys (April 1984) 52.236-17 Layout of Work (APR 1984) 52.236-21 Specifications and Drawings for Construction (FEB 1997) 52.236-26 Preconstruction Conference (FEB 1995) 52.242-13 Bankruptcy. (Jul 1995) 52.242-14 Suspension of Work (APR 1984) 52.243-4 Changes. (Jun 2007) 52.243-5 Changes and Changed Conditions (APR 1984) 52.244-6 Subcontracts for Commercial Items (JUL 2013) 52.248-3 Value Engineering—Construction. (Oct 2010) 52.249-1 Termination for Convenience of the Government (Fixed Price) (Short Form) (APR 1984) 52.249-10 Default (Fixed-Price Construction) (APR 1984) 52.253-1 Computer Generated Forms (Jan 1991) https://acquisition.gov/far/current/html/52_233_240.html%23wp1113365 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113375 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113390 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113390 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113397 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113402 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113402 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113412 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113418 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113418 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113425 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113431 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113431 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113436 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113477 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113494 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113534 https://acquisition.gov/far/current/html/52_233_240.html%23wp1113534 https://acquisition.gov/far/current/html/52_241_244.html%23wp1128875 https://acquisition.gov/far/current/html/52_241_244.html%23wp1129035 https://acquisition.gov/far/current/html/52_241_244.html%23wp1129139 https://acquisition.gov/far/current/html/52_241_244.html%23wp1129139 https://acquisition.gov/far/current/html/52_248_253.html%23wp1119604 https://acquisition.gov/far/current/html/52_248_253.html%23wp1119885 https://acquisition.gov/far/current/html/52_248_253.html%23wp1119885 https://acquisition.gov/far/current/html/52_248_253.html%23wp1120078

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 section 3 of the Shipping Act of 1984 (46 U.S.C. App. 1702), 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.