SF1442_Solicitation_Package.pdf
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- BA-27c Barataria Landbridge CU#7 and #8
- Solicitation number
- AG-7217-S-15-0001
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Solicitation Package
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| Bid_Abstract.pdf | ||
| Amend_3_-_Final.pdf | ||
| Amend_2.pdf | ||
| Amend_1.pdf | ||
| LA2.txt | TXT text file |
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SOLICITATION, OFFER,
AND AWARD
2. TYPE OF SOLICITATION
6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.
PAGE OF PAGES
7. ISSUED BY CODE 8. ADDRESS OFFER TO
SOLICITATION
(Construction, Alteration, or Repair)
1. SOLICITATION NO. 3. DATE ISSUED
IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.
9.
INFORMATION
a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."
CALL:
FOR
SEALED BID (IFB)
NEGOTIATED (RFP)
729817
USDA-NRCS-LOUISIANA STATE OFFICE
3737 GOVERNMENT ST.
ALEXANDRIA LA 71302
NRCS-LA-127217
USDA-NRCS-LOUISIANA STATE OFFICE
ATTN: VICKI SUPLER
3737 GOVERNMENT STREET
ALEXANDRIA LA 71302
VICKI SUPLER 318-473-7645
x
01/27/2015
AG-7217-S-15-0001
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)
BA-27 Barataria Landbridge CU#7 and 8
11. The Contractor shall begin performance
12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)
13. ADDITIONAL SOLICITATION REQUIREMENTS:
a. Sealed offers in original and is not required.is, b. An offer guarantee
c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
d. Offers providing less than
12b. CALENDAR DAYSYES NO
(If "YES", indicate within how many calendar days after award in Item 12b.)
10 520 calendar days and complete it within ________________ ________________ calendar days after receiving
52.211-10
02/26/2015
NSN 7540-01-155-3212
x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________
STANDARD FORM 1442 (Rev. 4-85)
Prescribed by GSA
FAR(48 CFR) 53.236-1(d)
17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)
16. REMITTANCE ADDRESS (Include only if different than item 14.)
CODE FACILITY CODE
AMOUNTS
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGEMENT OF AMENDMENTS
OFFER (Must be fully completed by offeror)
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE.
20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN
(4 copies unless otherwise specified)
ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
(Contractor is required to sign this document and return (Contractor is not required to sign this document.)
Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.
No further contractual document is necessary.
30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)
30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE
BY
2PAGE OF
USDA-NRCS-LOUISIANA STATE OFFICE
3737 GOVERNMENT ST.
ALEXANDRIA LA 71302
NRCS-LA-127217
DENISE A. BURRUSS
28. NEGOTIATED AGREEMENT 29. AWARD
Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)
10 U.S.C. 2304(c) 41 U.S.C. 253(c)
STANDARD FORM 1442 (REV. 4-85) BACK
Continued...
ITEM NO.
(A)
SUPPLIES/SERVICES
(B)
QUANTITY
(C)
UNIT
(D)
UNIT PRICE
(E)
AMOUNT
(F)
NAME OF OFFEROR OR CONTRACTOR
3 4
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
AG-7217-S-15-0001
CWPPRA - BA27c Barataria Basin Landbridge Project
CU #7 and 8, MIPR W42HEM11119946 and
W42HEM11119947, located in Lafourche Parish, Louisiana.
The USDA/NRCS in Alexandria, LA, has a requirement for the completion of the BA27c
Barataria Basin LandBridge Project CU#7 and 8, located in Lafourche Parish, Louisiana. This requirement will be completed utilizing the procedures of FAR Part 14, Sealed Bidding. This is a Total Small Business Set Aside.
The purpose of this project is to significantly reduce the wave energy impacting the shorelines of Little Lake and Bayou Perot and to protect the adjacent marsh areas from further degradation.
This project is authorized by the Coastal
Wetlands, Planning, Protection and Restoration
Act (CWPPRA) which funds construction of coastal wetland restoration projects in Louisiana.
The contractor shall provide all labor, equipment and materials to complete the work in accordance with the attached plans and specifications. This project consists of the construction of an estimated 28,722 cy of encapsulated lightweight aggregate, 123,000 sy of geotextile and 124,000 tons of rock riprap. Other activities associated with this work shall include contractor quality control, construction surveys, excavation for flotation access, warning signs and markers, and settlement plates.
The performance time for this requirement is 520 calendar days from the issuance of the Notice to
Proceed.
The estimated magnitude of this project is more than $10,000,000.
Davis Bacon General Decision Number LA150002 dated January 9, 2015 LA2 is applicable to this project. A copy of which is attached to the solicitation.
A site showing has been scheduled as follows:
Continued ...
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
ITEM NO.
(A)
SUPPLIES/SERVICES
(B)
QUANTITY
(C)
UNIT
(D)
UNIT PRICE
(E)
AMOUNT
(F)
NAME OF OFFEROR OR CONTRACTOR
4 4
CONTINUATION SHEET
REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF
AG-7217-S-15-0001
DATE: February 4, 2015
TIME: 9:00 a.m.
LOCATION: USDA/NRCS
Golden Meadow Plant Materials Center
438 Airport Road
Galliano, LA 70354
Upon completion of the briefing at the Plant
Materials Center, a formal field visit will be conducted and all prospective bidders will travel to the Clovelly Boat Launch for launching purposes and then travel to the project site.
All prospective bidders are required to bring their own boat transportation for travel to the project site. A minimum 16' boat will be required. At no time will any prospective bidders be allowed to ride in Government equipment.
All prospective bidders shall contact the
Contract Specialist, Vicki Supler, with confirmation of their attendance at least two (2) days prior to the site showing for coordination purposes.
Delivery: 520 Days After Notice to Proceed Delivery Location Code: NRCS-LA-127217
USDA-NRCS-LOUISIANA STATE OFFICE
3737 GOVERNMENT ST.
ALEXANDRIA LA 71302 US
FOB: Destination
001 CWPPRA - BA-27 Landbridge; CU7 and CU8;
Construction; MIPR W42HEM11119946 and
W42HEM11119947 -- SEE ATTACHED BID
SCHEDULE
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
Schedule of Items
Item
No. Work Spec No.
Estimated Quantity Unit Unit Price Amount
1 Mobilization and Demobilization 8 1 LS XXXX $
2 Contractor Quality Control 94 1 LS XXXX $
3 Construction Surveys 7 1 LS XXXX $
4 Excavation, Flotation Access Dredging 21 1 LS XXXX $
5 Lightweight Aggregate, Encapsulated 25 28,722 CY $ $
6 Geotextile 95 123,000 S.Y. $ $
7 Rock Riprap 61 124,000 Tons $ $
Identification Markers or Plaques, Lighted Permanent Warning Signs
93 21 EA $ $
Identification Markers or Plaques, Lighted Temporary Warning Signs
93 6 EA $ $
Identification Markers or Plaques, Lighted Warning Buoys
93 38 EA $ $
11 Metal Fabrication, Settlement Plates 81 17 EA $ $
Total Bid $
BARATARIA BASIN LANDBRIDGE (BA-27c)
CONSTRUCTION UNIT #7 & 8
BID SCHEDULE
NRCS-LA
6/16/2014
SCHEDULE B
Section C - Description/Specifications/Work Statement Section D – Packaging and Marking Section E - Inspection and Acceptance Section F - Deliveries or Performance Section G - Contract Administration Data Section H - Special Contract Requirements Section I - Contract Clauses Section J - List of Documents, Exhibits and Other Documents Section K - Representations, Certifications, and Other Statements of Bidders Section L - Instructions, Conditions, and Notices to Bidders Section M – Evaluation Factors for Award
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Section C - Description/Specifications/Work Statement
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 work in accordance with the Contract Drawings/Specifications referenced in Section J.
AGAR 452.211-73 ATTACHMENTS TO STATEMENT OF WORK/SPECIFICATIONS
(FEB 1988)
The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.
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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
52.252-2 CLAUSES INCORPORATED BY REFERENCE (FEB 1998)
This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):
http://www.acquisition.gov/far/index.html
I. FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES
NUMBER TITLE DATE
52.246-12 Inspection of Construction. (AUG 1996)
52.246-11 Higher-Level Contract Quality Requirement. (DEC 2014)
(a) The Contractor shall comply with the higher-level quality standard(s) listed below.
Title Contractor Quality Control Number: Construction Specification - 94 Date: 10/14 Tailoring
(b) The Contractor shall include applicable requirements of the higher-level quality standard(s) listed in paragraph (a) of this clause and the requirement to flow down such standards, as applicable, to lower-tier subcontracts, in—
(1) Any subcontract for critical and complex items (see 46.203(b) and (c)); or
(2) When the technical requirements of a subcontract require—
(i) Control of such things as design, work operations, in-process control, testing, and inspection; or
(ii) Attention to such factors as organization, planning, work instructions, documentation control, and advanced metrology.
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Section F - Deliveries or Performance
This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):
http://www.acquisition.gov/far/index.html
I. FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES
NUMBER TITLE DATE
52.211-18 Variation in Estimated Quantity (APR 1984) 52.236-15 Schedules for Construction
Contracts. (APR 1984) 52.242-14 Suspension of Work (APR 1984)
52.211-10 Commencement, Prosecution, and Completion of Work. (APR 1984)
The Contractor shall be required to (a) commence work under this contract within ten (10) 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 520 calendar days after the issuance of the notice to proceed. The time stated for completion shall include final cleanup of the premises.
52.211-12 Liquidated Damages - Construction. (SEP 2000)
(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $3,600 for each calendar day of delay until the work is completed or accepted.
(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.
MAXIMUM WORKWEEK – CONSTRUCTION SCHEDULE
Within 10 calendar days after receipt of a written request from the Contracting Officer, the Contractor must submit the following in writing for approval:
(a) A schedule as required by FAR clause 52.236-15, "Schedules for Construction Contracts" and
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(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 12 hours per day, six days per week, Monday through Saturday for all portions of work, except the Excavation – Flotation Access Dredging.
The Excavation - Flotation Access Dredging will be allowed to be performed 24 hours per day, 7 days per week.
NRCSPOP 4I-52.249-70 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER
(NOV 2013)
(a) This clause specifies the procedure for determination of time extensions for unusually severe weather in accordance with 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 6 DAY WORK WEEK
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
(9) (7) ( 5) (4) (4) ( 5 ) ( 6) (5) (4) (3) ( 4 ) (7)
(c) Upon acknowledgement of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record the occurrence of adverse weather and resultant impact to normally scheduled work. 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
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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 another person 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 designed in writing by the Contracting Officer (CO) to act as an authorized representative of the CO to perform specific contract administration functions with the scope and limitations as defined by the CO. The COR does not have the authority to modify the contract. Any subsequent change by 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.
Invoice Payment Platform (IPP)
“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. The written authorization from the Contracting
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Officer shall be maintained in the contract file.
Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice:
1. Payment Schedule of Values
2. Invoice Certification
Other Invoicing Requirements Under Prompt Payment for Construction Contracts
(1) In addition to the information required in Clause 52.232-27 Prompt Payment for Construction Contracts, and Clause 52.232-5, Payments Under Fixed Price Construction Contracts, the contractor shall provide the following:
(i) The original and one copy of each invoice are to be delivered to the
Contracting Officer at the location shown in Block 24 of SF-1442.
(ii) One copy of each invoice is to be submitted simultaneously to the Contracting
Officer’s Representative who will be identified prior to a work start.
(2) The following must be attached to the original invoice submitted to the Contracting
Officer and to the copy submitted to the Contracting Officer’s Representative:
(i) A complete remittance address along with vendor identification number on the second line, if electronic funds transfer (EFT) is elected.
(ii) Billing period.
(iii) If requesting payment for materials delivered but not installed, contractor will provide evidence of title to the materials as required by FAR Clause 52.232-5, Payments Under Fixed Price Construction Contracts.
(iv) Itemization of payment requests by contract item number (CIN) as shown in
Schedule B of the contract. Invoice will include the quantity performed that is being invoiced, the unit price and the CIN total price, and a sum total of amount of payment requested. Invoice will also include the cumulative quantities and amount by CIN.
(v) A listing of the amount included for work performed by each subcontractor under the contract.
(vi) A listing of the total amount of each subcontract under the contract.
(vii) A listing of the amounts previously paid to each such subcontractor under the contract
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(viii) A signed certification as required by FAR Clause 52.232-5, Payments Under Fixed Price Construction Contracts.
(ix) A copy of the payrolls and statements of compliance not previously submitted to cover the billing period.
(3) The FINAL invoice billing shall also contain the following RELEASE OF CLAIMS statement as required by FAR 52.232-5, Payments Under Fixed Price Construction Contracts:
I, (Name of Contractor), do hereby release the United States of America from any and all claims and liabilities of any character whatsoever arising under and by virtue of contract number (Identify Contract) dated (Date) as amended, except as stated.
(Date of Release) (Signature of Contractor)
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Section H – Special Contract Requirements
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):
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.
52.204-14 Service Contracting Reporting Requirements (JAN 2014)
52.236-4 PHYSICAL DATA (APR 1984)
Data and information furnished or referred to below is for the Contractor’s information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor.
(a) The indications of physical conditions on the drawings and in the specifications are the result of site soil borings and survey data. This information is available for viewing or to obtain copies at the Natural Resources Conservation Service office, 3737 Government Street, Alexandria, Louisiana 71302. Contact the Contract Specialist at (318) 473-7645 to schedule an appointment.
52.236-13 Accident Prevention. (NOV 1991) - Alternate I (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
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(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) Before commencing the work, the Contractor shall -
(1) Submit a written proposed plan for implementing this clause. The plan shall include an analysis of the significant hazards to life, limb, and property inherent in contract work performance and a plan for controlling these hazards; and
(2) Meet with representatives of the Contracting Officer to discuss and develop a mutual understanding relative to administration of the overall safety program.
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(g) 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.
NATURAL RESOURCES CONSERVATION SERVICE
SUPPLEMENT TO OSHA PARTS 1910 AND 1926
CONSTRUCTION INDUSTRY STANDARDS AND INTERPRETATIONS
GENERAL CONTRACTOR REQUIREMENTS:
1.1 SAFETY PROGRAM. Each contractor is to demonstrate that he or she has facilities for conducting a safety program commensurate with the work under contract.
The contractor is to submit in writing a proposed comprehensive 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, including subcontractors and rental equipment operators. The program shall be site specific and provide details relevant to the work to be done, the hazards associated with the work, and the actions that will be necessary to minimize the identified hazards.
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 on-site representative is to participate in monthly meetings of a joint Safety Policy Committee, composed of the Soil Conservation Service (Contracting Local Organization in locally awarded contracts) 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 "on-the-job" or "toolbox" safety meeting is to be conducted each week by all field supervisors or foremen and attended by mechanics and all construction personnel at the jobsite. 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.
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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 be given in 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 an accident.
1.9 CERTIFICATION OF INSURANCE. Contractors are to provide the contracting officer or his or her authorized representative with certificates of insurance before the start of operations indicating full compliance with State Worker's Compensation statutes."
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 jobsite.
2.3 COMMUNICATION AND TRANSPORTATION. Prior to the start of 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;
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(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 QUALIFICATIONS 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 any 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 HEAVY EQUIPMENT OPERATORS. It is recommended that operators of trucks and heavy construction equipment be given physical examinations to determine if they are physically qualified to perform their assigned work without endangering themselves or others.
3.4 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 past 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, shall be considered a hardhat area. All persons entering the area are, without exception, required to wear hardhats. The contractor shall provide hardhats for visitors entering hardhat areas.
4.1.1 LABELS. Hardhats shall bear a manufacturer's label indicating design
15 | P a g e 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) and 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.
4.3 SAFETY GOGGLES (DRILLERS)
4.3.1 DRILLERS AND HELPERS. Drillers and helpers operating pneumatic rock drills must wear protective safety goggles.
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 responsibilities and safety procedures to be followed by the person or persons performing repair work. Mixer barrels are to be securely locked out before permitting employees to enter them for cleaning or repair.
5.3 HAUL ROADS 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 the 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
16 | P a g e 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 on-site 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 safely 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 capacity when the boom angle is from 30° to 60° above the horizontal. The test is to consist of raising, lowering and braking the load and rotating the test load through 360° at the specified boom angle or radius. Cranes equipped with jibs or boom tip extensions are to be tested using both the main boom and the jib, with an appropriate test load in each case.
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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 INDICATOR. Power cranes (including 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 1001 and 1002 are applicable regardless of the year in which the equipment was manufactured and regardless of the struck capacity of the
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, tractors with backhoes, and mowers; off-highway, self-propelled, pneumatic-tired earthmovers, including scrapers, motor graders and loaders;
and rollers, compactors, water tankers (excluding trucks with cabs). These requirements shall also apply to agricultural and industrial tractors and similar
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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.
LADDERS AND SCAFFOLDING:
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.
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.
6.3 SAFETY BELTS, LIFELINE, AND LANYARDS. OSHA 1926, Subpart E, Section 104. Lifelines, safety belts and lanyards independently attached or attended, shall be used when performing such work as the following when the requirements of 6.1 or 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, tying reinforcing bars; and work from Boatswain's chairs, swinging scaffolds, or other unguarded locations at elevations greater than 6 feet.
(c) Work on skips 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 452.236-73 ARCHEOLOGICAL OR HISTORIC SITES (FEB 1988)
If a previously unidentified archeological 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.).
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(b) Pollutants such as fuels, lubricants, bitumens, raw sewage, and other harmful materials shall not be discharged on the ground; into or nearby rivers, streams, or impoundments; or into natural or man-made channels. Wash water or waste from concrete or aggregate operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.
(c) Mechanized equipment shall not be operated in flowing streams without written approval by the Contracting Officer.
AGAR 452.236-76 Samples and Certificates. (FEB 1988)
When required by the specifications or the Contracting Officer, samples, certificates, and test data shall be submitted after award of the contract, prepaid, in time for proper action by the Contracting Officer or his/her designated representative. Certificates and test data shall be submitted in triplicate to show compliance with materials and construction specified in the contract performance requirements.
Samples shall be submitted in duplicate by the Contractor, except as otherwise specified, to show compliance with the contract requirements. Materials or equipment for which samples, certifications or test data are required shall not be used in the work until approved in writing by the Contracting Officer.
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Section I - Contract Clauses
This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):
http://www.acquisition.gov/far/index.html
52.202-1 Definitions. (NOV 2013) 52.203-3 Gratuities. (APR 1984) 52.203-5 Covenant Against Contingent Fees. (MAY 2014) 52.203-6 Restrictions on Subcontractor Sales to the Government. (SEP 2006) 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) 52.203-13 Contractor Code of Business
Ethics and Conduct. (APR 2010) 52.203-17 Contractor Employee Whistleblower Rights and Requirement to Inform Employees of Whistleblower Rights (APR 2014) 52.204-4 Printed or Copied Double-Sided on
Postconsumer Fiber Content Paper (MAY 2011) 52.204-10 Reporting Executive Compensation And First Tier Subcontract Awards (JUL 2013) 52.204-13 System for Award Management Maintenance (JUL 2013) 52.204-18 Commercial and Government Entity Code Management (NOV 2014)
52.209-6 Protecting the Government's Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment. (AUG 2013)
52.209-9 Updates of Publicly Available Information
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Regarding Responsibility Matters (JUL 2013) 52.209-10 Prohibition on Contracting with Inverted Domestic Corporations (DEC 2014) 52.214-26 Audit and Records – Sealed Bidding (OCT 2010) 52.214-27 Price Reduction for Defective Certified Cost or Pricing Data – Modifications – Sealed Bidding (AUG 2011) 52.214-28 Subcontractor Certified Cost or Pricing Data – Modifications – Sealed Bidding (OCT 2010) 52.214-29 Order of Precedence – Sealed Bidding (JAN 1986) 52.215-15 Pension Adjustments and Asset Reversions (OCT 2010) 52.215-16 Facilities Capital Cost of Money (JUN 2003) 52.215-18 Reversion or Adjustment of Plans for Postretirement Benefits (PRB) Other Than Pensions (JUL 2005) 52.215-19 Notification of Ownership Changes (OCT 1997) 52.215-21 Requirements for Certified Cost or Pricing Data and Data Other Than Certified Cost or Pricing Data – Modifications (OCT 2010) 52.219-8 Utilization of Small Business Concerns. (OCT 2014) 52.219-14 Limitations on Subcontracting (NOV 2011) 52.219-6 Notice of Total Small Business Set Aside (NOV 2011) 52.219-28 Post Award Small Business Program Representation (JUL 2013)
52.222-1 Notice to the Government of Labor Disputes. (FEB 1997)
52.222-3 Convict Labor. (JUN 2003) 52.222-4 Contract Work Hours and Safety
Standards Act – Overtime Compensation (MAY2014) 52.222-6 Construction Wage Rate Construction (MAY 2014) 52.222-7 Withholding of Funds. (MAY 2014) 52.222-8 Payrolls and Basic Records. (MAY 2014) 52.222-9 Apprentices and Trainees. (JUL 2005) 52.222-10 Compliance with Copeland Act
Requirements. (FEB 1988) 52.222-11 Subcontracts (Labor Standards). (MAY 2014) 52.222-12 Contract Termination - Debarment. (MAY 2014) 52.222-13 Compliance with Construction Wage
Rate Requirements and Related Regulations. (MAY 2014)
52.222-14 Disputes Concerning Labor Standards. (FEB 1988) 52.222-15 Certification of Eligibility. (MAY 2014) 52.222-21 Prohibition of Segregated Facilities. (FEB 1999)
52.222-26 Equal Opportunity. (MAR 2007)
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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 Wage 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 Contractor Policy to Ban Text Messaging While Driving (AUG 2011) 52.225-13 Restrictions on Certain Foreign
Purchases. (JUN 2008) 52.227-1 Authorization and Consent (DEC 2007) 52.227-2 Notice and Assistance Regarding (DEC 2007) Patent and Copyright Infringement 52.227-4 Patent Indemnity – Construction Contracts (DEC 2007) 52.227-11 Patent Rights – Ownership by the Contractor (MAY 2014)
52.228-2 Additional Bond Security. (OCT 1997) 52.228-11 Pledges of Assets. (JAN 2012) 52.228-12 Prospective Subcontractor Requests For Bonds (MAY 2014) 52.228-14 Irrevocable Letter of Credit. (NOV 2014) 52.228-15 Performance and Payment Bonds -
Construction. (OCT 2010) 52.229-3 Federal, State, and Local Taxes. (FEB 2013) 52.232-5 Payments under Fixed-Price Construction
Contracts. (MAY 2014) 52.232-17 Interest. (MAY 2014)
52.232-23 Assignment of Claims. (MAY 2014) 52.232-27 Prompt Payment For Construction
Contracts. (MAY 2014) 52.232-33 Payment by Electronic Funds Transfer –
System for Award Management (JUL 2013) 52.232-39 Unenforceability of Unauthorized Obligations (JUN 2013) 52.232-40 Providing Accelerated Payments to Small Business Subcontractors (DEC 2013)
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52.233-1 Disputes. (MAY 2014) 52.233-3 Protest after Award. (AUG 1996) 52.233-4 Applicable Law for Breach of Contract
Claim. (OCT 2004) 52.236-2 Differing Site Conditions (APR 1984)
52.236-3 Site Investigation and Conditions Affecting the Work. (APR 1984)
52.236-5 Material and Workmanship. (APR 1984) 52.236-6 Superintendence by the Contractor. (APR 1984) 52.236-7 Permits and Responsibilities. (NOV 1991) 52.236-8 Other Contracts. (APR 1984) 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements. (APR 1984)
52.236-10 Operations and Storage Areas. (APR 1984) 52.236-11 Use and Possession Prior to Completion. (APR 1984) 52.236-12 Cleaning Up. (APR 1984) 52.236-16 Quantity Surveys. (APR 1984) - Alternate I (APR 1984) 52.236-17 Layout of Work (APR 1984) 52.236-21 Specifications and Drawings for
Construction. (FEB 1997) 52.242-13 Bankruptcy. (JUL 1995)
52.243-4 Changes. (JUN 2007) 52.244-6 Subcontracts for Commercial Items (OCT 2014) 52.247-64 Preference for Privately Owned U.S.
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