Solicitation_AG-6424-15-S-0004_Construction_PMC.pdf
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- Construction Storage Building, Plant Material Center, Elsberry, MO Federal contract opportunity
- Solicitation number
- AG-6424-S-15-0004
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Solicitation Package AG-6424-S-15-0004 Construction Storage Bldg PMC
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| ABSTRACT_OF_OFFERS_AG-6424-S-15-0004.pdf | ||
| Amendment_0003_Revision_to_Solicitation_Package.pdf | ||
| Solicitation_AG-6424-15-S-0002_Construction_PMC_-_Revised.pdf | ||
| Amendment_0002_Changes_Drawing_Specs.pdf | ||
| Amendment_0001_Questions_and_Answers_Site_Visit.pdf | ||
| Attachment_2_Specifications_Construcion_PMC.pdf | ||
| Attachment_1_Construction_Plans_Storage_Bldg_PMC.pdf | ||
| Attachment_3_Wage_Determination_MO150001.pdf | ||
| SF1442_IFB_AG-6424-S-15-0004_Construction_Storage_PMC.pdf |
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SOLICITATION AG-6424-S-15-0004
P a g e 1 | 38
PART I THE SCHEDULE
SECTION B
SUPPLIES OR SERVICES PRICES
CONSTRUCTION PLANT MATERIAL CENTER BLDG, ELSBERRY, MISSOURI
CONSTRUTION PROJECT BID SHEET
Major Items of Work Spec No. Qty Unit Unit Price Extended Amount
1 Mobilization 1 LS $ $
2 60X80 Pre engineered building 1 LS $ $
3 8’ Wide Mezzanine & Stairs 1 LS $ $
4 Electrical Relocation 1 LS $ $
5 Electrical 1 LS $ $
Reinforced Concreted 96* CY $ $
7 4” Plastic Drain Pipe 275* LF $ $
Salvaging and Spreading Topsoil 1 LS $ $
9 Site Grading 1 LS $ $
10 Aggregate 40* CY $ $
11 Pollution Control 1 LS $ $
12 Silt Fence 150 LF $ $
TOTAL BID $
Business Name of Bidder: (Print) ____________________________________________________
Name of Person Preparing the Bid: (Print)_______________________________________________
Telephone Number: ______________________________________
Email address: _________________________________________
Date Bid Prepared: _________________________ DUNS: ____________________________
P a g e 2 | 38
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.
(End of clause)
Quantities Marked with an asterisk * above are estimated quantities and the clause at FAR 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.
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SECTION C
DESCRIPTION / SPECIFICATIONS / STATEMENT OF WORK
This is a construction project that is composed of constructing a storage building for the Plant Material Center. The PMC is located approximately 1 mile south of Elsberry, Missouri in Lincoln County, approximately 100 miles northwest of St Louis, Missouri.
The proposed work includes the construction of a 60’ x 80’ pre-engineered building and site grading in the Plant Material Center. The building shall consist of metal frames with a concrete floor. The building shall include an 8’ x 80’ metal mezzanine with 4 overhead doors and two 36” wide entry doors. The building includes electrical requirements including an electrical connection to the building.
The contractor should exercise special care to refer to the specifications in request for quotations, in orders, and in subcontracts. Materials so specified shall conform to the technical requirements of the respective specifications referred to.
Construction of pre-engineered building and grading consisting of approximately:
96 Reinforced Concrete 275 4” Plastic Drain Pipe 40 Aggregate 150 Silt Fence L.S. Electrical L.S. Electric Relocation L.S. 60’ x 80’ Pre-Engineered Building L.S. Mezzanine & Stairs L.S. Salvaging and Spreading Topsoil L.S. Site Grading L.S. Pollution Control L.S. Mobilization
C.1 AGAR 452.211-72 STATEMENT OF WORK/SPECIFICATIONS (FEB 1988)
The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in Section J.
(End of Clause)
C.2 AGAR 452.211-73 ATTACHMENTS TO STATEMENT OF WORK/SPECIFICATIONS
(FEB 1988)
The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.
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SECTION D
PACKAGING AND MARKING
THERE ARE NO CLAUSES INCLUDED IN THIS SECTION
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SECTION E
INSPECTION AND ACCEPTANCE
E.1 52.246-12 INSPECTION OF CONSTRUCTION (AUG 1996)
(a) Definition. “Work” includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.
(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.
(c) Government inspections and tests are for the sole benefit of the Government and do not—
(1) Relieve the Contractor of responsibility for providing adequate quality control measures;
(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;
(3) Constitute or imply acceptance; or
(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.
(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer’s written authorization.
(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.
(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.
(g) If the Contractor does not promptly replace or correct rejected work, the Government may—
(1) By contract or otherwise, replace or correct the work and charge the cost to the Contractor; or
P a g e 6 | 38
(2) Terminate for default the Contractor’s right to proceed.
(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.
(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government’s rights under any warranty or guarantee.
(End of clause)
E.2 452.246-70 INSPECTION AND ACCEPTANCE -- ALTERNATE I (FEB 1988)
(a) Inspection will be performed at: The project worksite (source) by the delegated NRCS MO Construction Inspector, Ron Cordsiemon, 573-898-2012, and Contracting Officer Representative (COR), Michael Sears, 573-876-9395.
(b) Acceptance will be performed at: Source. Final government acceptance shall be executed by the delegated NRCS MO Administrative Contracting Officer (ACO), Bryan Thomas, 573-876-9417 or Contracting Officer (CO).
P a g e 7 | 38
SECTION F
DELIVERIES OR PERFORMANCE
THE FOLLOWING CLAUSES ARE INCORPORATED IN FULL TEXT
FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR
1984)
The Contractor shall be required to (a) commence work under this contract within five (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 sixty (60) calendar days. The time stated for completion shall include final cleanup of the premises.
FAR 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.
P a g e 8 | 38
AGAR 452.249-70 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (NOV 2013)
(a) This clause specifies the procedures for determination of time extensions for unusually severe weather in accordance with the FAR Clause 52.249-10 DEFAULT (Fixed Price Construction). In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:
(1) The weather experienced at the project site during the contract period must be found to be unusually severe; that is, more severe than the adverse weather anticipated for the project location during any given month.
(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.
(b) The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the baseline for monthly weather time evaluations. The Contractor's progress schedule must reflect those anticipated adverse weather delays in all weather dependent activities.
MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS BASED ON A FIVE
DAY WORK WEEK
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
(5) (4) (3) (3) (5) (3) (6) (3) (4) (5) (3) (5)
(c) Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay must prevent work on critical activities for fifty (50) percent or more of the contractor's scheduled work day. The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in the previous month), be calculated chronologically from the first to the last day of each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph (b) above, the contractor may submit a written request for a modification for extension of performance time due to unusually severe weather. The Contracting Officer will convert any qualifying delays into calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with FAR clause 52.249-10, Default (Fixed Price Construction).
AGAR 452.236-75 MAXIMUM WORKWEEK--CONSTRUCTION SCHEDULE (NOV 1996)
Within five (5) calendar days after receipt of a written request from the Contracting Officer, the Contractor must submit the following in writing for approval:
(a) A schedule as required by FAR clause 52.236-15, Schedules for Construction Contracts; and
(b) The hours (including the daily starting and stopping times) and days of the week the Contractor proposes to carry out the work. The maximum workweek that will be approved is six (6) ten hours (10 hrs) workdays, Monday through Saturday only.
P a g e 9 | 38
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
PROGRESSION OF WORK
(a) Unless specifically instructed by the Contracting Officer in writing otherwise, the Contractor, once performance is initiated at a particular site, shall finish all work requirements for such site including seeding, mulching, fencing, preliminary cleanup, etc. prior to moving forward with subsequent performance at other contract work sites.
P a g e 10 | 38
SECTION 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.
CONTRACTING OFFICER’S REPRESENTATIVE
The Contracting Officer’s Representative (COR) is an individual designated in writing by the Contracting Officer (CO) to act as an authorized representative of the CO to perform specific contract administrative functions within the scope and limitations as defined by the CO. The COR does not have the authority to modify the contract. Any subsequent change to the COR or COR responsibilities will be confirmed, in writing, by the CO. In no instance shall the COR be delegated authority to order any change in the Contractor’s performance which would affect cost.
DESIGNATED PAYMENT OFFICE CONTACT POINT
The contact point described below coordinates the issuance of payments under this contract. If payment is not received within 5 days after the due date specified in the contract, contact the payment office designated below for information on when payment will be made.
USDA, National Finance Center Administrative Payments Branch (APB)
Telephone: (800) 421-0323 or (504) 426-6510
If questions arise on the amount paid, contact the contracting officer at the number or address shown in the contract.
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. Itemization of the amounts requested
P a g e 11 | 38
2. Subcontractor listing showing 1) each subcontractor and the total value of the subcontract, 2) the portion of the instant progress payment that will be made to each subcontractor, and 3) the total amount previously paid to each subcontractor;
3. Payment request certification from the clause and,
4. Release of Claims (final payment only) I, (Name of Contractor), do hereby release the United
States of America from any and all claims and liabilities of any character whatsoever arising under and by virtue of contract number (Identify Contract) dated (Date) as amended, except as stated. (Date of Release) (Signature of Contractor)
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.
(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.
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(3) The FINAL invoice billing shall also contain the following RELEASE OF CLAIMS statement as required by FAR 52.232-5, Payments Under Fixed Price Construction Contracts:
I, (Name of Contractor), do hereby release the United States of America from any and all claims and liabilities of any character whatsoever arising under and by virtue of contract number (Identify Contract) dated (Date) as amended, except as stated.
(Date of Release) (Signature of Contractor)
P a g e 13 | 38
SECTION H
SPECIAL CONTRACT REQUIREMENTS
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.
(f) As provided for in (b)(3) above, the contractor shall also comply with the NRCS Supplement to OSHA Parts 1910 and 1926, which is made a part of this contract.
52.252-4 ALTERATIONS IN CONTRACT (APR 1984)
Portions of this contract are altered as follows: 52.236-13 Accident Prevention is altered to include the NRCS supplement to OSHA Parts 1910 and 1926, Construction Standards and Interpretations.
CONSTRUCTION INDUSTRY SAFETY STANDARDS PER OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION (OSHA) PARTS 1910 AND 1926
CONSTRUCTION INDUSTRY AND INTERPRETATIONS
The contractor shall comply with OSHA (Occupational Safety and Health Administration) Parts 1910 and 1926, Construction Industry Standards and Interpretations, and with this supplement.
P a g e 14 | 38
Requests for variances or waivers from this supplement are to be made to the contracting officer in writing supported by evidence that every reasonable effort has been made to comply with the contractual requirements. A written request for a waiver or a variance shall include--
(1) Specific reference to the provision or standard in question;
(2) An explanation as to why the waiver is considered justified; and
(3) The contractor's proposed alternative, including technical drawings, materials, or equipment specifications needed to enable the contracting officer to render a decision.
No waiver or variance will be approved if it endangers any person. The contractor shall not proceed under any requested revision of a provision until the contracting officer has given written approval.
The contractor is to hold and save harmless the Natural Resources Conservation Service free from any claims or causes of action whatsoever resulting from the contractor or subcontractors proceeding under a waiver or approved variance. Copies of OSHA Part 1910 and 1926, Construction Industry Standards and Interpretations, may be obtained from:
Superintendent of Documents U. S. Government Printing Office Washington, D.C. 20402
GENERAL CONTRACTOR REQUIREMENTS
1.1 SAFETY PROGRAM. Each contractor is to demonstrate that he or she has the facilities for conducting a safety program commensurate with the work under the contract. The contractor is to submit a written safety program to the contracting officer for approval before the start of construction operations. The program is to specifically state what provisions the contractor proposes to take for the health and safety of all employees.
1.2 PRECONSTRUCTION SAFETY MEETING. Representatives for the contractor are to meet with the contracting officer (CO) or the CO's representative before the start of construction to discuss the safety program and the implementation of all health and safety standards pertinent to the work under this contract.
1.3 JOINT SAFETY POLICY COMMITTEE. The contractor or designated onsite representative is to participate in monthly meetings of a Joint Safety Committee, composed of Natural Resources Conservation Service and contractor supervisory personnel. At these meetings the contractor's project manager and the Contracting Officer will review the effectiveness of the contractor's safety effort, resolve current health and safety problems, and coordinate safety activities for upcoming work.
1.4 SAFETY PERSONNEL. Each contractor is to designate a competent supervisory employee satisfactory to the Contracting officer to administer the safety program.
1.5 SAFETY MEETINGS. A minimum of one "one-the-job" or "toolbox" safety meeting is to be conducted each week by all field supervisors for all construction personnel at the job site. The contractor is to also conduct regularly scheduled supervisory safety meetings at least monthly for all levels of job supervision.
1.6 SAFETY INSPECTION. The contractor shall perform frequent and regular safety inspections of the jobsite, materials, and equipment, and shall correct deficiencies.
P a g e 15 | 38
1.7 FIRST AID TRAINING. Every contractor foreman's work crew must include an employee who has a current first aid certificate from the Mine Safety and Health Administration, American Red Cross, or other state-approved organization.
1.8 REPORTS. Each contractor is to maintain an accurate record of all job related deaths, diseases, or disabling injuries. The records shall be maintained in a manner approved by the contracting officer. A copy of all reports is to be provided to the contracting officer. All fatal or serious injuries are to be reported immediately to the contracting officer, and every assistance is to given to the investigation of the incident, including submission of a comprehensive narrative report to the contracting officer. Other occurrences with serious accident potential, such as equipment failures, slides and cave-ins, must also be reported immediately. The contractor is to assist and cooperate fully with the contracting officer in conducting accident investigations. The contracting officer is to be furnished all information and data pertinent to investigation of the accident.
FIRST-AID AND MEDICAL FACILITIES
2.1 FIRST AID KITS. A 16-unit first aid kit approved by the American Red Cross is to be provided at accessible, well identified, locations at the ratio of at least 1 kit for each 25 employees. The first aid kits are to be moisture proof and dust tight, and the contents of the kits are to be replenished as used or as they become ineffective or outdated.
2.2 EMERGENCY FIRST AID. At least one employee certified to administer emergency first aid must be available on each shift and duly designated by the contractor to care for injured employees. The names of the certified employees shall be posted at the job site.
2.3 COMMUNICATION AND TRANSPORTATION. Prior to the start to work, the contractor is to make necessary arrangements for prompt and dependable communications, transportation, and medical care for injured employees. At least one stretcher and two blankets shall be readily available for transporting injured employees.
2.4 FIRST AID AND MEDICAL REPORTS. The contractor is to maintain a record system for first aid and medical treatment on the jobsite. Such records are to be readily available to the contracting officer and are to include:
(a) A daily treatment log listing chronologically all persons treated for occupational injuries and illnesses;
(b) Cumulative record of injury for each individual;
(c) Monthly statistical records of occupational injuries, classified by type and nature of injury; and
(d) Required records for worker's compensation.
2.5 SIGNS AND DIRECTIONAL MARKINGS. Adequate identification and directional markers are to be provided to readily denote the location of all first aid stations.
2.6 EMERGENCY LISTING. A listing of telephone numbers and addresses of doctor, rescue squad, hospital, police, and fire departments is to be provided at all first aid locations.
PHYSICAL QUALIFICATION OF EMPLOYEES
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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
P a g e 17 | 38 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.
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5.4.4 BOOM ANGLE INDICTOR. Power cranes (includes draglines) with booms capable of moving in the vertical plane shall be provided with a boom angle indicator in good working order.
5.4.5 CRANE TEST CERTIFICATION. The performance test required by 5.4.2 and 5.4.3 is fulfilled if the contractor provides the contracting officer a copy of the certificate of inspection made within the past 12 months by a qualified person or by a government or private agency satisfactory to the contracting officer.
5.4.6 POSTING FOR HIGH VOLTAGE LINES. A notice of the 10- foot (or greater) clearance required by OSHA 1926.550, Subpart N, shall be posted in the operator's cab of cranes, shovels, boom-type concrete pumps, backhoes and related equipment.
5.4.7 BOOM STOPS. Cranes or derricks with cable-supported booms, except draglines, shall have a device attached between the gantry of the A-frame and the boom chords to limit the elevation of the boom.
The device shall control the vertical motions of the boom with increasing resistance from 83 or less, until completely stopping the boom at not over 87 above horizontal.
5.4.8 SAFETY HOOKS. Hooks used in hoisting personnel or hoisting loads over construction personnel or in the immediate vicinity of construction personnel shall be forged steel equipped with safety keepers.
When shackles are used under these conditions, they shall be of the locking type or have the pin secured to prohibit turning.
5.5 ROLLOVER PROTECTIVE STRUCTURES (ROPS)
5.5.1 ROLLOVER PROTECTIVE STRUCTURES. OSHA 1926 Subpart W Overhead Protection Sections 1000 and 1002 are applicable regardless of the year in which the equipment was manufactured and regardless of the struck capacity of the equipment.
5.5.2 EQUIPMENT REQUIRING ROPS. The requirement for ROPS meeting 5.5.1 above applies to crawler and rubber-tired tractors such as dozers, push and pull tractors, winch tractors with backhoes, and mowers; off-highway, self-propelled, pneumatic-tired earthmovers, including cabs). These requirements shall also apply to agricultural and industrial tractors and similar equipment.
5.5.3 EQUIPMENT REQUIRING SEATBELTS. The requirements for seatbelts as specified in OSHA Subpart 0, Motor Vehicles, Mechanized Equipment, and Marine Operations, Section 1926.602 shall also apply to self-propelled compactors and rollers, and rubber-tired skid-steer equipment.
5.6 LADDERS AND SCAFFOLDING.
5.6.1 LADDERS. OSHA 1926, Subpart L - Section 450. Ladders shall be used as work platforms only when use of small hand tools or handling of light material is involved. No work requiring lifting of heavy materials or substantial exertion shall be done from ladders.
5.6.2 SCAFFOLDING. OSHA 1926, Subpart L - Section 451. Scaffolds, platforms or temporary floors shall be provided for all work except that which can be done safely from the ground or similar footing.
5.6.3 SAFETY BELTS, LIFELINE, AND LANDYARDS. OSHA 1926, Subpart E, Section 104.
Lifelines, safety belts and lanyards independently attached or attended, shall be used when performing such work as the following when the requirements of 5.6.1 and 5.6.2 above cannot be met.
a. Work on stored material in hoppers, bins, silos, tanks or other confined spaces.
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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.
AGAR 452.228-71 Insurance Coverage (NOV 1996)
Pursuant to FAR clause 52.228-5, Insurance-Work on a Government Installation, the Contractor will be required to present evidence to show, as a minimum, the amounts of insurance coverage indicated below:
(a) Workers Compensation and Employer's Liability. The Contractor is required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when contract operations are so commingled with a Contractor's commercial operations that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in States with exclusive or monopolistic funds that do not permit worker's compensation to be written by private carriers.
(b) General Liability. The Contractor shall have bodily injury liability insurance coverage written on a comprehensive form of policy of at least $500,000 per occurrence.
(c) Automobile Liability. The Contractor shall have automobile liability insurance written on a comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the contract. Policies covering automobiles operated in the United States shall provide coverage of at least $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage or loss.
(d) Aircraft Public and Passenger Liability. When aircraft are used in connection with performing the contract, the Contractor shall have aircraft public and passenger liability insurance. Coverage shall be at least $200,000 per person and $500,000 per occurrence for bodily injury, other than passenger injury. Coverage for passenger injury shall be at least $200,000 multiplied by the number of seats or passengers, whichever is greater.
AGAR 452.236-72 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.
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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.
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PART II
SECTION I
CONTRACT CLAUSES
FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)
This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):
http://www.dm.usda.gov/procurement/policy/agar.html http://www.acquisition.gov/far/index.html
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
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 i
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
JUL 2013
52.204-13 System for Award Management Maintenance JUL 2013 52.204-18 Commercial and Government Entity Code
M i
NOV 2014
52.209-6 Protecting the Government's Interest When Subcontracting With Contractors Debarred, Suspended, or Proposed for Debarment
AUG 2013
52.209-10 Prohibition on Contracting with Inverted Domestic Corporations
DEC 2014
52.214-29 Order of Precedence—Sealed Bidding JAN 1986 52.219-6 Notice Of Total Small Business Set-Aside NOV 2011 52.219-8 Utilization of Small Business Concerns OCT 2014 52.219-28 Post-Award Small Business Program Representation JUL 2013 52.222-3 Convict Labor JUN 2003 52.222-4 Contract Work Hours and Safety Standards-Overtime
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
http://www.arnet.gov/far/
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52.222-14 Disputes Concerning Labor Standards FEB 1988 52.222-15 Certification of Eligibility MAY 2014 52.222-21 Prohibition Of Segregated Facilities FEB 1999 52.222-26 Equal Opportunity MAR 2007 52.222-27 Affirmative Action Compliance Requirements for Construction
FEB 1999
52.222-35 Equal Opportunity for Veterans JUL 2014 52.222-36 Equal Opportunity for Workers with Disabilities JUL 2014 52.222-37 Employment Reports on Veterans JUL 2014 52.222-40 Notification of Employee Rights Under the National
Labor Relations Act
DEC 2010
52.222-50 Combating Trafficking in Persons FEB 2009 52.222-55 Minimum Wages Under Executive Order 13658 DEC 2014 52.223-2 Affirmative Procurement of Biobased Products Under
Service and Construction Contracts
SEP 2013
52.223-6 Drug-Free Workplace MAY 2001 52.223-18 Encouraging Contractor Policies To Ban Text
Messaging While Driving
AUG 2011
52.225-13 Restrictions on Certain Foreign Purchases JUNE 2008 52.228-2 Additional Bond Security OCT 1997 52.228-5 Insurance - Work on a Government Installation JAN 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 52.232-23 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
JUL 2013
52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business
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, 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 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 OCT 2014
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52.248-3 Value Engineering OCT 2010 52.249-2 Termination for Convenience of the Government (Fixed-
Price) ALT 1 (SEP 1996)
APR 2012
52.249-10 Default (Fixed-Price Construction) APR 1984 52.253-1 Computer Generated Forms JAN 1991
CLAUSES INCORPORATED BY FULL TEXT
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.
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