Sol_No._140L4318Q0046_Weaver-Sitkum_and_Lower_Signal_ERFO.pdf

WEAVER-SITKUM AND LOWER SIGNAL TREE ERFO SOLICITATION NO. 140L4318Q0046

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 1 of 73

Section Title

Part I—The Schedule

A Solicitation/contract form

B Bid schedule

C Specifications/Drawings

E Inspection and acceptance

F Deliveries or performance

G Contract administration data

H Special contract requirements

Part II—Contract Clauses

I Contract clauses

Part III—List of Documents, Exhibits, and Other Attachments

J List of attachments

Part IV—Representations and Instructions

K Representations, certifications, and other statements of offerors

L Instructions, conditions, and notices to offerors

M Evaluation factors for award

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)

0040382026

BLM OR-ST OFC PROC MGMT BR(OR952)

1220 SW 3rd Avenue, 12th Floor

PORTLAND OR 97204

LHA

Larry Magee (503) 808-6293

204/25/2018

140L4318Q0046

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

a. WEAVER-SITKUM AND LOWER SIGNAL TREE ERFO COOS BAY DISTRICT which is located in

Coos County, Oregon in Myrtlewood Resource Area of the Coos Bay District, Bureau of

Land Management.

b. The Magnitude Project Range is between $100,000 and $250,000.

c. DUNS No.___________________________________

d. Email: ___________________________________

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.)

10 100 calendar days and complete it within ________________ ________________ calendar days after receiving

FAR Clause 52.211-10

05/08/2018

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

PAGE 3 OF

BLM OR STATE OFC PROC MGMT-OR952

1220 SW 3rd Avenue, 12th Floor

PORTLAND OR 97204

LHA

Brian Cyr

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

4 73

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140L4318Q0046

Legacy Doc #: BLM

Delivery: 10/09/2018

Delivery Location Code: 0004276614

BLM-OR COOS BAY DISTRICT OFFICE*

1300 AIRPORT LANE

NORTH BEND OR 97459-2000 US

FOB: Destination

Period of Performance: 07/01/2018 to 10/09/2018

00010 ERFO Construction

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

Sponsored by GSA

FAR (48 CFR) 53.110

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 5 of 73

SECTION B – BID SCHEDULE

This requirement is for one (1) Firm Fixed Price Construction contract for Weaver-Sitkum And Lower Signal Tree ERFO in Myrtlewood Resource Area of the Coos Bay District, Bureau of Land Management. Coos County, Coos Bay, OR.

SITE #1: Weaver-Sitkum, 28-10-26.1 MP 1.01

ITEM NO. DESCRIPTION

EST.

QUAN. UNIT

UNIT

PRICE TOTAL

0001 Pay Item 01505(01) Mobilization

1 LS

0002 Pay Item 02322(01) Excavation & Fill

1 LS

0003 Pay Item 02722(01) Aggregate Base Course

53 (EST) TN

0004 Pay Item 02722(02) Aggregate Surfacing Course

27 (EST) TN

0005 Pay Item 02923(01) Seeding

1 LS

Total Site #1: $ _____________

SITE #2: Weaver-Sitkum, 28-10-26.1 MP 1.03

PAY ITEM DESCRIPTION

EST.

QUAN. UNIT

UNIT

PRICE TOTAL

0006 Pay Item 01505(01) Mobilization

1 LS

0007 Pay Item 02322(01) Excavation & Fill

1 LS

0008 Pay Item 02722(01) Aggregate Base Course

44 (EST) TN

0009 Pay Item 02722(02) Aggregate Surfacing Course

22 (EST) TN

0010 Pay Item 02923(01) Seeding

1 LS

Total Site #2: $________.____

SITE#3: Weaver-Sitkum, 28-10-26.1 MP 1.50

PAY ITEM DESCRIPTION

EST.

QUAN. UNIT

UNIT

PRICE TOTAL

0011 Pay Item 01505(01) Mobilization

1 LS

0012 Pay Item 02322(01) Excavation & Fill

1 LS

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 6 of 73

0013 Pay Item 02722(01) Aggregate Base Course

30 (EST) TN

0014 Pay Item 02722(02) Aggregate Surfacing Course

15 (EST) TN

0015 Pay Item 02923(01) Seeding

1 LS

Total Site #2: $________.____

SITE #4: LOWER SIGNAL TREE ROAD

PAY ITEM DESCRIPTION

EST.

QUAN. UNIT

UNIT

PRICE TOTAL

0016 Pay Item 01505(01) Mobilization

1 LS

0017 Pay Item 02322(01) Excavation & Fill

1 LS

0018 Pay Item 02323(01) Geotextile

250 (EST) SY

0019 Pay Item 02324(01) Erosion Control Blanket

200 (EST) SY

0020 Pay Item 02378(01) Class 6 Riprap

200 (EST) TN

0021 Pay Item 02722(01) Aggregate Base Course

13 (EST) TN

0022 Pay Item 02743(01) Bituminous Concrete Pavement

9 (EST) TN

Pay Item 02923(01) Seeding

1 LS

Total Site #4: $________.____

Total Sites #1 -#4: $________.____

PERFORMANCE TIME: See clause 52.211-10 in Contract Clauses Section

ESTIMATED START WORK DATE: July 1, 2018.

EST = Estimate LS = Lump Sum QTY = Quantity SY = Square Yard TN = Ton

(End of Section B)

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 7 of 73

SECTION C – SPECIFICATIONS/DRAWINGS

SPECIFICATION FOR

WEAVER-SITKUM AND LOWER SIGNAL TREE ERFO

COOS BAY DISTRICT

DIVISION 1 – GENERAL REQUIREMENTS

General Information and Requirements Section 01009

Mobilization Section 01505

Traffic Regulation Section 01570

DIVISON 2 – SITE CONSTRUCTION

Clearing and Grubbing Section 02231

Borrow Excavation Section 02317

Excavation and Fill Section 02322

Geotextile Section 02323

Erosion Control Blanket Section 02324

Watering Section 02339

Riprap and Rock Lining Section 02378

Crushed Aggregate Course Section 02722

Bituminous Concrete Pavement Section 02743

Seeding & Mulching Section 02923

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 8 of 73

01009

DIVISION 1 SECTION 01009

GENERAL REQUIREMENTS GENERAL INFORMATION AND REQUIREMENTS

PART 1: GENERAL

1.01 SUMMARY

A. Description of Work: The work includes all labor, supervision, transportation, equipment, tools, supplies, materials, and incidentals necessary for the embankment reconstruction, as per these specifications and attached drawings. This includes the setting of construction stakes, minor clearing and grubbing, soil stabilization, placement of surface and base aggregate, rip rap, asphalt, and seeding and mulching.

B. Location: Work under this Contract is located in Coos County, Oregon in Myrtlewood Resource Area of the Coos Bay District, Bureau of Land Management. The work locations are shown on the drawings.

1.02 REFERENCES

Reference Specifications/Standards with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. The most recent version of the referenced specification shall be used. Copies of the referenced specifications/standards referred to herein may be procured by the Contractor, from the following:

A2LA American Association for Laboratory Accreditation 5301 Buckeystown Pike, Suite 350 Frederick, MD 21704

AASHTO American Association of State Highway and Transportation Officials 444 North Capitol Street, N.W., Suite 249 Washington, DC 20001

ANSI American National Standards Institute 11 W 42nd St.

New York, NY 10036

ASTM American Society for Testing and Materials 100 Barr Harbor Dr.

West Conshohocken, PA 19428-2959

FP Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects Government Printing Office Washington, DC 20402

FS Federal Standard General Services Administration Specifications Branch Room 6039, GSA Building 7th and D Streets, S.W.

Washington, DC 20407

GAI Geosynthetic Accreditation Institute 475 Kedron Avenue Folsom, PA 19033-1288

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 9 of 73

01009

ISO International Organization for Standardization 1, ch. De la Voie-Creuse CP 56 – CH-1211 Geneva 20 Switzerland

MUTCD Manual on Uniform Traffic Control Devices for Streets and Highways Superintendent of Documents Government Printing Office Washington, DC 20402

OSHA Occupational Safety and Health Administration US Department of Labor 200 Constitution Ave., NW Washington, DC 20210

PS Product Standards US Department of Commerce Government Printing Office Washington, DC 20402

*Federal Specification and catalogs may be obtained at Business Service Centers of Regional Offices of the General Services Administration. (Washington, DC; Boston, MA; New York, NY; Philadelphia, PA; Atlanta, GA; Chicago, IL; Kansas City, MO; Fort Worth, TX; Denver, CO; San Francisco, CA; and Auburn, WA.)

1.03 DEFINITIONS: Approval of the submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's attention in writing. After approval of an item, submit a substitute for approval when the approved item cannot be purchased or delivered in time to avoid delay in completion of the project.

1.04 SUBMITTALS

A. Scope: Submittals include manufacturers' literature.

B. Requirements: Refer to specifications for submittals required. Allow at least 10 working days for review. Submittals shall be delivered to the Contracting Officer’s Representative (COR) at 1300 Airport Lane, North Bend, OR 97459.

C. Identification of Submittals: Completely identify each submittal by showing at least the following information:

1. Name and address of submitter, plus name and telephone number of the individual to contact for further information.

2. Name of project as it appears in these specifications.

3. Contract number, drawing number, and specification section number to which the submittal applies.

4. Whether this is an original submittal or resubmittal.

5. Each item shall clearly note the manufacturer's name and address, trade name, product, lot, style, color, catalog designation or model number, and locations of use.

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 10 of 73

01009

1.05 CERTIFICATES OF CONFORMANCE

A. Requirements: The Contracting Officer may permit use, prior to sampling and testing, of materials when accompanied by Certificates of Conformance. Materials used on the basis of a Certificate of Conformance may be sampled and tested. Installation of materials on the basis of Certificates of Conformance shall not relieve the Contractor of responsibility for incorporating materials which conform to the requirements of the drawings and specifications. Material not conforming to those requirements will be subject to rejection, whether in place or not.

B. Format: The Certificate of Conformance provided by the supplier shall:

1. State that the named product conforms to the Contract requirements.

2. Either be accompanied with a certified copy of the test results, or certify that such test results are on file with the manufacturer and will be furnished to the Contracting Officer upon request

3. Provide the name and address of the manufacturer, the testing agency, and the date of tests

4. Set forth the means of identification which will permit field determination of the product delivered as being the product covered by the certification.

1.06 QUALITY ASSURANCE

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work and as listed in the individual sections of these specifications. This Contract incorporates materials, applications, and tests by reference, with the same force and effect as when they were given in full text.

B. Conflict: Where a conflict occurs between reference documents and project specifications, the project specifications shall govern.

1.07 WARRANTY

Required:

A. All project construction shall be provided with a one-year warranty.

B. Material and equipment furnished under this contract shall be covered by the most favorable commercial warranties given to customers for such materials or equipment. The rights or remedies provided herein are in addition to and do not limit rights afforded to the government by other clauses of this contract. With respect to warranties, express or implied, from manufacturers or suppliers for materials or equipment furnished under the contract the Contractor shall:

1. Obtain warranties that would be given in normal commercial practices.

2. Require warranties to be executed, in writing, for the benefit of the Government.

3. Submit warranties to the CO prior to the final inspection.

1.08 DELIVERY, STORAGE, AND HANDLING

A. Delivery: Protect products incorporated into the work from damage while in transit to the site.

Products must be delivered in original unopened containers with manufacturer's name, brand designation, and contents legibly indicated.

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 11 of 73

01009

B. Storage: Provide temporary storage facilities for products. Storage shall comply with the manufacturer's instructions. The storage area shall permit access for inspection and handling.

C. Handling: Load and unload products protecting them from damage.

1.09 PROJECT/SITE CONDITIONS

A. Access to the Work: Access is by State, County, and Bureau of Land Management controlled highways and secondary roads.

B. Work Hours: Work on Saturdays, Sundays, and holidays will only be permitted by written approval of the Contracting Officer’s Representative.

C. Seasonal Restrictions:

1. Work at the Weaver-Sitkum sites shall only occur between July 7th and October 30th.

2. Work at the Lower Signal Tree site shall only occur between June 5th and October 15th.

D. Temporary Facilities: Contractor is responsible to provide all temporary facilities. These include but are not limited to sanitation, power and water.

E. Equipment washing: All equipment shall be power washed to remove all oils, greases, dirt, mud, and vegetative material prior to accessing BLM lands in order to avoid the transport of noxious weeds seed. Equipment must be inspected by COR or a COR-designated Representative for compliance prior to mobilizing onto BLM managed land. In addition, at the Weaver-Sitkum sites, all mechanized equipment that leaves the surfaced road and contacts bare soil shall be washed prior to moving from the sites.

F. Equipment inspection, fueling & storage: All equipment shall be inspected daily for fluid leaks, and refueled, repaired, and stored overnight at least 150 feet from streams and wetlands.

G. All activities would use surfaced roads and would design structures (i.e., waterbars, culverts, and ditches) to divert water from roadways. Operationally, this would allow heavy equipment to operate off the surfaced roads to develop the borrow site and realign the roadway; however, materials from the borrow area and the road realignment area would be required to stay within the repair site area.

1.10 SEQUENCING AND SCHEDULING: The schedule shall be submitted at the pre-work conference. When requested, submit an updated schedule within 3 calendar days. Schedule shall include a detailed narrative of the sequence of construction including date, time of day, equipment and material used and erosion control measures deployed. No work will be permitted until the schedule is approved in writing by the COR.

PART 2: PRODUCTS

2.01 Spark arresters shall meet the requirements of the State of Oregon’s regulations.

PART 3: EXECUTION

3.01 PROJECT MEETINGS

A. Pre-Work Conference:

1. Will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date and place. The purpose will be to review required work, project drawings and specifications, construction schedules, payroll and payments, and administrative provisions of the Contract.

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 12 of 73

01009

2. The Contractor, subcontractors and the persons responsible for coordination of the work shall be present at the meeting.

3. Be prepared to summarize and explain procedures planned for the project and present the submittals requested in the specifications.

B. Progress Meetings:

1. To be held at the project site, or as determined by the Contracting Officer.

2. May be called by either the Contracting Officer or the Contractor. Request shall state who should attend and include an agenda.

C. Final Inspection:

1. To be held at the project site, or as determined by the Contracting Officer.

2. Notify the Contracting Officer in writing at least 3 working days before the completion date so the Government can schedule final inspection.

3. The superintendent shall be present during this inspection.

3.02 PREPARATION

A. Work Layout: Baseline monuments or benchmarks disturbed or removed during construction shall be reset by the Contractor at the Contractor's expense. The benchmarks are shown on the plans, to give contractor measurements, lines, and grades necessary for the work executed under this contract.

B. Construction stakes shall consist of 1 ½ inch x 1 ½ inch smooth finished wood stakes of good quality, approximately 12 inches in length.

Maximum allowable vertical error +/- 0.1 feet

3.03 SALVAGEABLE ITEMS

Requirements: Salvageable items consisting of culverts and any other appertances shall become the property of the Contractor. Items which have become the property of the Contractor shall be removed from the work site. The Contractor shall dispose of materials in a legal manner and pay any fee required.

3.04 ENCOUNTERING CULTURAL ARTIFACTS

Should objects or sites of potential cultural resource value on the project area, such as historic or prehistoric ruins, fossils, or artifacts, are encountered, discovered or suspected at all throughout the duration of this project, operations in the vicinity of the discovery site shall be suspended. Objects of real or potential cultural resource value shall be left in place and not removed. The Contractor shall resume operations at the discovery site only upon instructions from the COR.

3.05 DISPOSAL OF DEBRIS

Requirements: Items or debris not designated as salvage for the Government shall become the property of the Contractor. Disposal of materials in a legal manner and payment of fees required is the Contractor's responsibility.

3.06 HAZARDOUS MATERIAL CONTAINMENT/CLEANUP:

A. Spill Prevention, Control, and Countermeasure Plan (SPCC) – The Contractor shall develop a SPCC Plan. The SPCC Plan will be reviewed and accepted by the CO prior to initiating project work. Upon

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 13 of 73

01009 request, an example of a SPCC Plan may be obtained from the Coos Bay District Environmental Protection Specialist for hazardous materials. The SPCC Plan shall, as a minimum, contain the following information:

1. Response Priorities

2. Contractor Representative in Charge

3. Duties of Contractor Personnel

4. Contractor Emergency Response Procedures

5. Contents of the Spill Containment Kit (SCK)

6. Spill Response Diagram

B. Spill Containment Kit (SCK) – The Contractor shall have a SCK, as described in the SPCC, on-site during any operation and provide training to employees on how components of the SCK are used. A typical spill kit will contain a quantity of absorbent floating boom, pads and pillows, as well as heavy-gauge plastic bags to contain soiled absorbents. A kit with a minimum 40 gallon containment capacity shall be present on site during operations. These are often packed in a 55 gallon drum suitable for transport, and containment of used materials.

C. The SCK must be designed for use with petroleum products, and must contain, as a minimum, the following items:

1. Two Bales (4 Booms/Bale, of 8 x 10 inches Absorbent Booms)

2. Two Bales (100 Pads/Bale, of Absorbent Pad, minimum 17 x 19 x 1/4 inch)

3. One Absorbent Sweep (minimum of 18 inches x 100 feet x 3/8 inch)

4. Gloves (PVC and Latex), Goggles, and Garbage Bags.

D. During Contractor operations on lands managed by the BLM, in event of a release as defined in Oregon Administrative Rules (OAR), Part 340, Division 142, Hazardous Waste Management, the Contractor shall immediately implement the SPCC plan and the Contractor shall immediately notify BLM via the Project Inspector, the COR, or by contacting the BLM office in North Bend, OR at (541) 756-0100.

E. The Contractor shall take all appropriate action to stop, contain and repair the source of a release. The Government Representative will initiate the District’s Hazardous Materials Contingency Plan and/or Spill containment Plan reporting requirements The Government Representative will remain on scene until relieved by the District Hazardous Materials Management Coordinator (HMMC) or his/her representative.

F. The Contractor shall implement the Emergency Response Actions described in the SPCC plan. Those actions include, but are not limited to, immediate action to protect employee health and safety, immediate action to stop the flow of product from the equipment, removal of equipment from the waterway if required and/or possible, deployment of the absorbent booms and pads downstream from the equipment, and any other immediate action. The Contractor shall be responsible for cleanup/removal and proper disposal of contaminated materials from the site.

G. If the HMMC determines that additional resources are needed, the HMMC will implement the District’s Hazardous Materials Contingency Plan and the District Spill Containment Plan. The Contractor may be responsible for any or all costs associated with this level of effort. The amount of

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 14 of 73

01009 actual damage will be deducted by the Government from the amount due to the Contractor prior to final payment.

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT

Units: The work described in this section will not be measured for payment.

4.02 BASIS OF PAYMENT

Payment: No direct payment for the work described under this section will be made. Consideration for this item shall be included in the price for other items of the contract.

END OF SECTION – 01009

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 15 of 73

01458

DIVISION 1 SECTION 01458

GENERAL REQUIREMENTS TESTING LABORATORY SERVICES

PART 1: GENERAL

1.01 SUMMARY: This section includes requirements for the Contractor to engage a qualified, independent testing laboratory to conduct specific tests where the Contractor is required to do so in this contract.

1.02 SUBMITTALS: The Contractor shall provide two (2) copies of test reports to the COR. Reports shall include testing facility name, address, telephone number, and names of full-time responsible officers.

1.03 QUALITY ASSURANCE

A. Approval of Laboratory: The qualified, independent testing laboratory, which will be conducting the specific tests required in this contract, must have authority or be licensed to operate in the State in which the project is located. The testing laboratory shall be approved by the CO prior to the Contractor beginning work.

B. Responsibilities of Laboratory:

1. Test samples of materials submitted by the Contractor.

2. Provide qualified personnel at project site. Cooperate with the COR and Contractor in performance of services.

3. Perform specified sampling and testing of products and materials in accordance with specified standards.

4. Ascertain compliance of materials and mixes with requirements of specifications.

5. Promptly notify the CO and Contractor of observed irregularities or non-conformance of materials.

6. Perform additional tests required by the CO.

C. Limitations on Laboratory

1. Laboratory may not release, revoke, alter, or enlarge on requirements of specifications.

2. Laboratory may not approve or accept partial portions of the work.

3. Laboratory may not assume duties of the Contractor unless approved in writing by the CO.

1.04 SEQUENCING AND SCHEDULING

A. Establishing Testing Schedule:

1. By advance discussion with the testing laboratory, determine the time required for the laboratory to perform its test and to issue its findings.

2. Provide required time within the construction schedule.

B. Revising Test Schedule: When construction schedule changes are necessary during construction, coordinate such changes with the testing laboratory as required.

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01458

PART 2: PRODUCTS

2.01 Reports shall include:

A. Date issued.

B. Project title and number.

C. Name of inspector.

D. Date and time of sampling or inspection.

E. Identification of product and specification sections.

F. Location in the Project.

G. Type of inspection or test.

H. Date of tests.

I. Results of tests.

J. Conformance with Contract Documents.

2.02 Interpretation: When requested by the COR, provide interpretation of test results.

PART 3: EXECUTION

3.01 FIELD QUALITY CONTROL

Contractor Requirements: See individual specifications "Field Quality Control" paragraph for specific testing requirements. When applicable, the Contractor shall:

A. Deliver to agency or laboratory at designated location, adequate samples of materials proposed to be used which require testing, along with proposed mix designs.

B. Cooperate with laboratory personnel, and provide access to the Work.

C. Provide incidental labor and facilities:

1. To obtain, handle, and label or identify samples at the site or at source of products and materials to be tested.

2. To facilitate tests.

3. To provide storage and curing of test samples.

D. Ensure samples are taken by qualified testing personnel.

E. Coordinate the laboratory test frequency and timing with the Contracting Officer.

F. Ensure tests are completed according to the testing schedule.

G. Furnish test reports within 14 working days after tests have been complete. Verbal or written field reports shall be given to the COR when applicable to accommodate contractor’s work schedule.

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01458

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT

Units: The work described in this section will not be measured for payment.

4.02 BASIS OF PAYMENT

Payment: No direct payment for the work described under this section will be made. Consideration for this

END OF SECITON 01458

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 18 of 73

01505

DIVISION 1 SECTION 01505

GENERAL REQUIREMENTS MOBILIZATION

PART 1: GENERAL

1.01 SUMMARY: This section includes preparatory work and operations, including those necessary to the movement of personnel, equipment, supplies, and incidentals; and for other work and operations, which must be performed, or costs incurred prior to beginning work.

PART 2: PRODUCTS

(There are no applicable requirements.)

PART 3: EXECUTION

(There are no applicable requirements.)

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT: Progress payments will be made as follows:

A. When 5% of the original contract amount is earned from other bid items, 50% of the amount bid for mobilization or 5% of the original contract amount, whichever is less, will be paid.

B. When 10% of the original contract amount is earned from other bid items, 100% of the amount bid for mobilization or 10% of the original contract amount, whichever is less, will be paid.

C. Upon completion of work for the project, 100% of the amount offered for mobilization, less previous progress payments for mobilization, will be paid.

D. The total sum of all payments shall not exceed the original Contract amount bid for mobilization, regardless of the fact that the Contractor may have shut down for the work on the project or moved equipment away from the project and the back again.

4.02 BASIS OF PAYMENT: Payment includes moves between project sites. Payment will be made at the contract price, as indicated in the Schedule of Items and will be full compensation for the work described in this section. Payment will be made under:

Pay Item Pay Unit 01505(01) Mobilization Lump Sum

END OF SECTION 01505

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01570

DIVISION 1 SECTION 01570

GENERAL REQUIREMENTS TRAFFIC REGULATION

PART 1: GENERAL

1.01 SUMMARY: This section includes requirements to maintain public traffic convenience and safety during construction operations.

1.02 REFERENCES:

MUTCYH – 2009 MUTCD with Revision Numbers 1 and 2.

PART 2: PRODUCTS

2.01 MATERIALS:

A. Signs shall have reflectorized sheeting, and meet the standards of the current Manual on Uniform Traffic Control Devices (MUTCD) for colors, sizes, and shapes.

B. Barricades shall be constructed of wood or metal and meet the standards of MUTCD for colors, sizes, and shapes.

C. Cones shall be orange colored and highly visible both in daylight and darkness. For night time use, they shall be reflectorized or equipped with lighting devices for maximum visibility. Reflectorized material shall have a smooth, sealed outer surface which will display the same approximate color day and night. Cones shall be capable of remaining upright during normal traffic flow and wind conditions in the area where they are to be used. Cones shall be a minimum 18 inches high.

PART 3: EXECUTION

3.01 PUBLIC CONVENIENCE:

Requirements:

A. Traffic delays shall be limited to a maximum 30 minutes. Extending delay times may be permitted, depending on the types of road use at the time of operations. Total closure of roads is not permitted without prior approval of the CO. The Contractor shall make every effort to facilitate traffic passage as soon as it can safely occur.

B. Construction shall be coordinated to minimize delays to log truck traffic.

C. If CO approves total closures, Contractor shall provide at least two week notice of when closures will begin so Government can issue appropriate public notification.

3.02 PUBLIC SAFETY:

A. Requirements:

1. The Contractor shall conduct the work as to ensure the safety of the general public along roadways, and to ensure the protection of persons and properties.

2. Appropriate traffic control signs and devices shall be erected prior to use of the roadway or area and promptly removed when no longer required. When signs and barricades do not provide adequate protection, or when directed by the Contracting Officer, the Contractor shall provide flagmen or other appropriate traffic controls.

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3. Work shall be scheduled, so that windrows of dirt, open trenches, dirt piles, or other similar or related traffic hazards are eliminated prior to sunset.

B. Signs:

1. The Contractor shall erect warning signs and road closure signs at places on the project where operations may interfere with the use of the road and according to the drawings. Such signs shall be utilized only during the period of the hazard. When the hazard no longer exists, warning and road closure signs, except those necessary for the safety of the public, shall be removed, or shall be covered so that the entire sign panel is not visible.

2. Barricades and Other Traffic Control: Barricades, drums, and cones shall be used as required as channelization devices to prevent vehicular travel in areas that are a hazard to the public or would be a danger to workers and equipment.

3. Maintenance of Traffic Control Devices: Signs, barricades, and other devices shall be kept clean and readable. During periods when no work is being done, daily inspection and necessary repairs shall be made to signs, lights, barricades, and other devices.

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT

Units: The work described in this section will not be measured for payment.

4.02 BASIS OF PAYMENT

Payment: No direct payment for the work described under this section will be made. Consideration for this

END OF SECTION 01570

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 21 of 73

02231

DIVISION 2 SECTION 02231

SITE CONSTRUCTION CLEARING AND GRUBBING

PART 1: GENERAL

1.01 SUMMARY

A. Section Includes: Removal of trees, clearing of vegetation and grubbing of stumps, roots and debris;

disposal of unutilized materials; and other incidental work related to preparing the site for Contractor work.

B. Related Sections:

General Information and Requirements Section 01009 Excavation and Fill Section 02322 Seeding & Mulching Section 02923

1.02 DEFINITIONS

A. Clearing: Clearing shall consist of the felling, trimming, and cutting of obstructions such as trees into sections and the satisfactory disposal of the trees and other surface vegetation designated for removal, including down timber, snags, brush, and rubbish occurring in the areas to be cleared.

B. Grubbing: Grubbing shall consist of the removal and disposal of below-surface stumps, roots larger than 3 inches in diameter, and matted roots from the designated grubbing areas.

1.03 PROJECT/SITE CONDITIONS:

A. Work Limits: Area to be cleared and grubbed will be the excavation area or those that will be under the embankment.

B. Burning of Slash shall not be permitted.

C. Landscape Preservation: Protect vegetation outside the work limits from injury.

PART 2: PRODUCTS

2.01 EQUIPMENT: Spark arresters shall meet the requirements of the State of Oregon’s Regulations.

PART 3: EXECUTION

3.01 PROTECTION: Keep roads and walks free of dirt and debris at all times.

3.02 CLEARING

A. Requirements: Remove all trees, stumps, roots, brush, and other vegetation within the work limits.

B. All timber with a scaling diameter of 6 inches and greater, and a minimum length of 9 feet shall be decked adjacent to the work site in such a manner that a self loader may reach the logs without leaving the running surface of the road unless otherwise shown on the drawings. Government timber shall be decked and kept separate from private timber.

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3.03 GRUBBING

Excavation Areas: Remove all stumps, roots, and debris to a minimum of 12 inches below finished grade.

3.04 DISPOSAL

Requirements: Vegetative material that is not to be salvaged shall be disposed of by scattering outside the clearing limits.

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT

Units: The work described in this section will not be measured for payment.

4.02 BASIS OF PAYMENT

Payment: No direct payment for the work described under this section will be made. Consideration for this item shall be included in Section 02322 – Excavation and Fill.

END OF SECTION – 02231

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 23 of 73

02317

DIVISION 2 SECTION 02317

SITE WORK BORROW EXCAVATION

PART 1: GENERAL

1.01 SUMMARY: This section includes furnishing, loading, hauling, and placing imported borrow materials as backfill for road embankments.

1.02 PROJECT/SITE CONDITIONS

A. Excess Material: Useable excess material excavated shall be used for backfill before imported borrow use is allowed. Wasting borrow is not permitted.

B. Borrow Material Source: The Contractor shall obtain borrow material from sources shown on drawings.

PART 2: PRODUCTS

2.01 MATERIALS

A. Imported Borrow: Imported borrow shall be selected to meet the requirements and conditions for which the particular fill is intended. Sandy soils or sandy-clay soils capable of being readily shaped and compacted to the required densities are preferred. The borrow material shall be free of roots and trash.

B. Topsoil: Topsoil at borrow areas shall be removed and stockpiled. Upon completion of borrow removal activities, this topsoil would be spread over the disturbed area for purpose of reclamation.

PART 3: EXECUTION

3.01 PREPARATION

A. Clearing and Grubbing: Strip from the borrow pit area all brush, trees, stumps, and roots, see Section 02231 for requirements.

B. Borrow Areas: The borrow excavation slopes must not exceed 1:1. Vertical slopes are not allowed. Upon completion, spread excess materials and dress the area with stable, rounded slopes.

3.02 PLACEMENT

Borrow shall be placed according to Section 02322 - Excavation and fill.

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT

Units: The work described in this section will not be measured for payment.

4.02 BASIS OF PAYMENT

Payment: No direct payment for the work described under this section will be made. Consideration for this item shall be included in Section 02322 Excavation and Fill.

END OF SECTION - 02317

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 24 of 73

02322

DIVISION 2 SECTION 02322

SITE CONSTRUCTION EXCAVATION AND FILL

PART 1: GENERAL

1.01 SUMMARY: This section includes excavating, backfilling and compacting necessary to complete contract work as specified and as shown on the drawings. Working includes repairing road subgrades, and grading existing roadway. Work includes the hauling and disposal of excess soil and rock.

1.02 QUALITY ASSURNACE: Settlement of backfill which occurs within a one-year period of final acceptance that results in a deformation of road surface of more than 1/8 inch per foot shall be remedied at the Contractor’s expense by appropriate remedial action approved by the CO.

1.03 PROJECT AND SITE CONDITIONS

A. Excess Material: Useable excess excavated material shall be used in the embankment construction before the use of imported borrow is allowed. Borrow wasting is not permitted.

B. Environmental Conditions:

1. Areas that have become saturated with oil, gasoline, or bituminous products shall be excavated to a depth 12 inches beyond the contaminated material; backfill with approved material. Dispose of contaminated materials in full accordance with DEQ regulations.

2. Grade to produce a well-drained surface. Seed, fertilize, and mulch in accordance with Section 02923 – Seeding and Mulching.

PART 2: PRODUCTS

2.01 MATERIALS

A. Backfill/Embankment Material:

1. Common Material shall be a well-graded, compactable material free of excess moisture, muck, frozen lumps, roots, sod, or other deleterious material.

2. On-Site Excavation Material: Unless otherwise specified, suitable on-site excavation material shall be utilized for backfill/embankment.

3. Stockpiled material to be used for backfill/embankment shall be covered during times of adverse weather.

4. Materials removed in clearing and grubbing shall not be used for backfill.

B. Borrow material shall be conforming to Section 02317 – Borrow Excavation.

C. Base and surface material shall be conforming to Section 02722 – Crushed Aggregate Course.

D. Seeding shall be conforming to Section 02923 – Seeding & Mulching.

PART 3: EXECUTION

3.01 PREPARATION

Clearing and grubbing shall be according to Section 02231 – Clearing and Grubbing.

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02322

3.02 EXCAVATION

A. OSHA Compliance: The contractor shall have a competent person on site at all times during excavation activities to be responsible for the excavation in compliance with OSHA regulations as published in 29 CFR 1926.

B. The use of explosives is prohibited.

3.03 BACKFILLING

A. All suitable excavated material shall be utilized as backfill or embankment.

B. Moisture Content: During placing and compacting of fill material, the optimum moisture content -4 percent to + 2 percent as determined by AASHTO T 217 or AASHTO T 239, unless otherwise approved by the COR, shall be maintained by wetting or drying.

C. Backfill density shall exceed 95 percent of the maximum dry density as determined by AASHTO T 99, Method C or D and as measured by AASHTO T 310.

PART 4: MEASUREMENT AND PAYMENT

4.01 METHOD OF MEASUREMENT: The work described in this section will be measured and paid on a lump sum basis.

4.02 BASIS OF PAYMENT: This pay item shall include all excavating, borrow excavation, grubbing and clearing, and project waste disposal not included in other pay items. Payment will be made at the contract price as indicated in the Schedule of Items and will be full compensation for the work described in this section. Payment will be made under:

Pay Item Pay Unit 02322(01) Excavation and Fill Lump Sum

END OF SECTION 02322

BUREAU OF LAND MANAGEMENT, COOS BAY DISTRICT, COOS BAY, OR Page 26 of 73

02323

DIVISION 2 SECTION 02323

SITE CONSTRUCTION GEOTEXTILE

PART 1: GENERAL

1.01 SUMMARY: This section includes Geotextile to stabilize between bankfill embankment and placed riprap slope protection.

1.02 DEFINITIONS

A. Maximum Average Roll Value (MaxARV): Property value calculated as typical plus two standard deviations. Statistically, it yields a 97.7 percent degree of confidence that any sample taken during quality assurance testing will be below the value reported.

B. Minimum Average Roll Value (MARV): Property value calculated as typical minus two standard deviations. Statistically, it yields a 97.7 percent degree of confidence that any sample taken during quality assurance testing will exceed value reported.

C. Typical Roll Value: Property value calculated from average or mean obtained from test data.

1.03 SUBMITTALS

A. Certification: The contractor shall provide two (2) copies to the COR a certificate stating the name of the manufacturer, product name, style number and chemical composition of the filaments or yarns and other pertinent information to fully describe the geotextile. The Certification shall state that the furnished geotextile meets MARV requirements of the specification as evaluated under the Manufacturer’s quality control program. The Certification shall be attested to by a person having legal authority to bind the Manufacturer.

Certifications from Private Label distributors will not be accepted.

B. Quality Standards: The contractor shall provide to the COR the Manufacturer’s Quality Control Plan along with their current A2LA, GAI-LAP, AND ISO 9001:2008 certificates.

1.04 QUALITY ASSURNACE

A. Manufacturer Qualifications:

1. The geotextile Manufacturer shall have all of the following credentials:

a. ISO 9001:2008 Quality management System

b. Geosynthetic Accreditation Institute (GAI) Laboratory Accreditation Program

(LAP)

c. American Association for Laboratory Accreditation (A2LA)

B. The geotextile Manufacturer shall have a GAI-LAP and A2LA accredited laboratory at the location of production capable of performing the ASTM tests as outlined in the specification.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Geotextile labeling, shipment, and storage shall follow ASTM D4873. Product labels shall be color-coded to specifically identify each product and clearly show the manufacturer’s name, style name, and roll number.

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02323

B. Each geotextile roll shall be wrapped with a material that will protect the geotextile from damage due to shipment, water, sunlight, and contaminants.

C. During storage, geotextile rolls shall be elevated off the ground and adequately covered to protect them from the following: site construction damage, precipitation, extended ultraviolet radiation including sunlight, chemicals that are strong acids or strong bases, flames including welding sparks, excess temperatures, and any other environmental conditions that may damage the physical property values of the geotextile.

PART 2: PRODUCTS

2.01 MATERIALS

A. The geotextile construction shall be a woven, monofilament polypropylene geotextile;

individual monofilament/fibrillated yarns woven together in manner to provide dimensional stability relative to each other including selvages.

B. The geotextile should be resistant to UV degradation and biological and chemical environments normally encountered in soils.

C. The geotextile should meet the following Minimum Average Roll Values (MARV) for woven geotextile;

Mechanical Properties Test Method Unit Property Requirement Grab Tensile Strength ASTM D4632 N

(lbs) 1647 x 1113 (370 x 250)

Elongation ASTM D4632 percent 15 x 15 CBR Puncture ASTM D6241 N

(lbs) (950)

Trapezoidal Tear ASTM D4533 N (lbs)

445 x 267 (100 x 60)

Apparent Opening Size (Maximum Average Roll Value)

ASTM D4751 Mm (US Std. Sieve)

0.212 (70)

Percent Open Area CW-02215

MOD.

Percent 4

Permittivity ASTM D4491 sec-1 0.28 Water Flow Rate ASTM D4491 1-min-m2

(gpm/ft2) (18)

UV Resistance (at 500 hours) ASTM D4355 Percent 90

D. Propex Geotex 104F meets these specifications.

2.02 QUALITY CONTROL

A. Manufacturing Quality Control: Testing shall be performed at a laboratory accredited by GAI-LAP for tests required for the geotextile, at frequency exceeding ASTM D4354.

B. Product Marking

1. All geotextile products shall be printed at a minimum frequency of once per every 5 meters.

2. Printing shall include:

a. Name of source manufacturing facility

b. Geotextile product name as listed with AASHTO/NTPEP

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c. AASHTO M288 class that product meets

3. Additionally, labels should be affixed to the exterior of the packaged roll to include:

a. Name of source manufacturing facility

b. Geotextile product name as listed with AASHTO/NTPEP

c. AASHTO M288 class that product meets

d. Date of manufacture

C. Retaining Pins: 4 mm (0.18 in) diameter x 450 mm (18 in) long steel pins, pointed at one end and fitted with 35 mm (1 in) diameter washer at other end.

D. Sewing Thread (if required)

1. Sewing thread shall consist of high strength polypropylene or polyester (Nylon shall not be used).

2. The thread shall be of a contrasting color to the geotextile.

PART 3: EXECUTION

3.01 PREPARATION: The installation site shall be prepared by clearing, grubbing, and excavation or filling the area to the design grade.

3.02 INSTALLATION

A. The geotextile shall be placed in intimate contact with the soils without wrinkles or folds and anchored on a smooth graded surface. The geotextile shall be placed in such a manner that placement of the overlying materials will not excessively stretch so as to tear the geotextile.

Anchoring of the terminal ends of the geotextile shall be accomplished through the use of key trenches or aprons at the crest and toe of slope.

B. 450 mm (18 in) anchoring pins placed on 600 to 1800 mm (24 to 45 in) centers, depending on the slope of the covered area, may be used to expedite construction. Either sewing or overlapping shall join adjacent geotextile sheets. Overlapped seams of roll ends shall be a minimum of 300 mm (12 in). In such instances the overlap shall be a minimum of 1 m (3 ft).

Overlaps of adjacent rolls shall be a minimum of 300 mm (12 in) in all instances.

C. Care shall be taken during installation so as to avoid damage occurring to the geotextile as a result of the installation process. Should the geotextile be damaged during installation, a geotextile patch shall be placed over the damaged area extending 1 m (3 ft) beyond the perimeter of the damage.

D. The riprap placement shall begin at the toe and proceed up the slope. Placement shall take place so as to avoid stretching and subsequent tearing of the geotextile. Riprap and heavy stone filling shall not be dropped from a height of more than 300 mm (12 in). Rock with a mass of more than 100 kg (225 lb) shall not be allowed to roll down the slope.