RFP_Solicitation_140L4321R0020_Molalla_Culvert_Repl.pdf

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

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

0040529169

BLM OR-ST OFC PROC MGMT BR(OR952)

1220 SW 3rd Avenue, 12th Floor

PORTLAND OR 97204

LHA

Susanne Clark

b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

541-215-0835 (cell)503-808-6728 (office)

1x 08/02/2021

140L4321R0020

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

Construction Contract for Molalla Corridor Culvert Replacement and Slump Repair in

Clackamas County for the BLM Northwest Oregon District Office, Salem, Oregon.

The magnitude of this construction project is between $1,000,000.00 and

$5,000,000.00.

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.)

10 475 calendar days and complete it within ________________ ________________ calendar days after receiving

Clause 52.211-10

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)

Company Name:_____________________________________________________

Point of Contact: ________________________________________________

Email Address: ___________________________________________________

DUNS NO.: ________________________________________________________

See Provision 52.236-27 for full site visit information. Offerors or quoters are urged and expected to inspect the site where the work will be performed.

See Section L.1.1

09/01/2021

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

Susanne Clark

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 89

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140L4321R0020

00010

00020

Legacy Doc #: BLM

Delivery: 09/24/2022

Delivery Location Code: 0004276581

BLM-OR SALEM DISTRICT OFFICE*

1717 FABRY RD SE

SALEM OR 97306 US

Period of Performance: See F.1.0 or 52.211-10

203 - Molalla Corr Culverts,Slump Repair Product/Service Code: M1LC

Product/Service Description: OPERATION OF TUNNELS

AND SUBSURFACE STRUCTURES

1791 - Molalla Corr Culverts,Slump Repai Product/Service Code: M1LC

Product/Service Description: OPERATION OF TUNNELS

AND SUBSURFACE STRUCTURES

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

Sponsored by GSA

FAR (48 CFR) 53.110

Molalla Corridor Culvert Replacement, Clackamas County, Oregon SOLICITATION NO. 140L4321R0020 BLM NW OREGON DISTRICT OFFICE Page 4 of 89

Section Title

Part I—The Schedule

A Solicitation/contract form

B Bid schedule

C Specifications/Drawings

D Packaging and marking

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

Molalla Corridor Culvert Replacement, Clackamas County, Oregon

BLM NW OREGON DISTRICT OFFICE

SOLICITATION NO. 140L4321R0020

SECTION B – BID SCHEDULE

This requirement is for one (1) Firm Fixed Price Construction contract for Molalla Corridor Culvert Replacement and Slump Repair for the BLM NW Oregon District Office, Salem, Oregon

Unit Total Item Description Qty Unit Price Amount

1 151 (01) Mobilization 1 LS $ $

2 157 (01) Stream Diversion 2** EA $ $

3 204 (01) Excavation and Embankment 1379* CY $ $ Slump Repair

4 251 (01) Riprap – Class 100 11* CY $ $

5 301 (01) 3/4” Aggregate, Pipe Bedding 614* TN $ $

6 301 (02) 1-1/2” Aggregate, Surface Rock 2015* TN $ $

7 301 (03) 3” Aggregate, Base Rock 4061* TN $ $

8 403 (01) Hot Asphalt Concrete Pavement 612* TN $ $ for 3” Pavement / Patch

9 602 (01) Culverts – 24-inch ALZD CMP 1095* LF $ $ 10’ or Less average depth

10 602 (02) Culverts – 36-inch ALZD CMP 90* LF $ $ 10’ or Less average depth

11 602 (03) Culverts – 36-inch ALZD CMP 325* LF $ $ Greater than 10’ average depth

12 602 (04) Culverts – 48-inch ALZD CMP 140* LF $ $ 10’ or Less average depth

13 602 (05) Culverts – 48-inch ALZD CMP 80* LF $ $ Greater than 10’ average depth

14 602 (05) Downspouts – 24-inch HDPE 100* LF $ $

15 635 (01) Traffic Control 1 LS $ $

SOLICITATION NO. 140L4321R0020

TOTAL BASE ITEMS – ITEMS 1-15 $

OPTION ITEM # 1

16 251 (02) Riprap – Slide Repair 300* CY $ $

TOTAL OPTION ITEM # 1 - ITEM 16 $

OPTION ITEM # 2

17 301 (04) 3” Aggregate – Shoulder Rock 1500* LF $ $

TOTAL OPTION ITEM # 2 - ITEM 17 $

OPTION ITEM # 3

18 301 (05) 6” Aggregate – Shoulder Steep 1000* LF $ $

TOTAL OPTION ITEM # 3 - ITEM 18 $

OPTION ITEM # 4

19 301 (06) 1-1/2” Aggregate – 1000* LF $ $ Shoulder Turnout

TOTAL OPTION ITEM # 4 - ITEM 19 $

OPTION ITEM # 5

20 617 (01) Guardrail - Replace 245* LF $ $

TOTAL OPTION ITEM # 5 - ITEM 20 $

OPTION ITEM # 6

21 617 (02) Guardrail - Repair 204* LF $ $

TOTAL OPTION ITEM #6 - ITEM 21 $

SOLICITATION NO. 140L4321R0020

OPTION ITEM # 7

22 618 (01) Concrete Barriers and 908* LF $ $ Precast Guardwalls (K-Rails)

TOTAL OPTION ITEM # 7 - ITEM 22 $

TOTAL BASE AND OPTION ITEMS - ITEMS 1-22 $

* = Estimated Quantity ** = Estimated Quantity, Weather Dependent EA = Each LS = Lump Sum LF = Lineal Feet TN = Ton CY = Cubic Yard

PERFORMANCE PERIOD: See clause 52.211-10 in Section I.

THIS SOLICITATION IS A TOTAL SMALL BUSINESS SET ASIDE.

(End of Section B)

SOLICITATION NO. 140L4321R0020

SECTION C –SPECIFICATIONS/DRAWINGS

SPECIAL CONTRACT REQUIREMENTS

FOR THE CONSTRUCTION OF

Molalla Corridor 2021 Culvert Replacement and Slump Repair

Description of Work

The work to be done under this contract includes all labor, supervision, transportation, equipment, tools, supplies, and materials necessary to prepare the road segments, saw cutting, excavate paved road sections, place and compact crushed aggregate, patch and pave areas with hot mix asphalt concrete, culvert installation, traffic control, and coordination with BLM and timber companies for work scheduling to maintain traffic flow during construction. The work may also include, at the Governments option, crushed aggregate shoulder work throughout the road length, slide repair, K-rail installation, and guardrail replacement. The project is located along BLM Road #6-3E-6.0 (South Fork Molalla River Road) and 7-3E-14.2 (Copper Creek Mainline) south of Molalla, Oregon, Clackamas County.

General Information – The Molalla Corridor is a main timber haul route that shall remain open for the duration of the project. The Contractor may coordinate with all landowners to close the road over weekends. Currently, public access is restricted beyond MP 5.3 due to wildfire damage from the Beachie Creek Fire in 2020. Hazard tree removal has occurred along the corridor.

Several timber harvesting operations will be ongoing over the next two years to salvage the fire damaged trees throughout the area.

The construction area is remote and has no cell phone coverage. The BLM has a private radio network that may be used by the Contractor solely for emergency communications. The Contractor will need to provide a newer Bendix King radio to access the frequencies.

Applicable Standard Specifications

The General Requirements (Division 100) and the applicable sections of Divisions 150 through 700 of the Federal Highway Administration’s "Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14, U.S. Customary Units" of the U.S.

Department of Transportation, Federal Highway Administration apply to this project as modified by these Special Contract Requirements and Contract Clauses contained in the contract. Unless otherwise noted, all reference headings in these Special Contract Requirements refer to divisions, sections, subsections, articles or paragraphs of the Standard Specifications, FP-14. The Contractor shall keep a copy of FP-14 on site during all construction for this project.

The FP-14 is a separately published book by the Federal Lands Highway. To download FP-14 or to obtain a hard copy, visit:

SOLICITATION NO. 140L4321R0020

http://flh.fhwa.dot.gov/resources/pse/specs/fp-14.htm

PREFACE

Delete the Preface and substitute the following:

These Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects are issued primarily for constructing roads and bridges on Federal Highway projects under the direct administration of the Bureau of Land Management. These specifications are cited as "FP-14" indicating "Federal Project" Standard Specifications issued in 2014 and contain both United States Customary and Metric units of measure.

When designated in a contract, the FP-14 becomes part of the contract and binding upon all parties to the contract. Construction contracts of the Bureau of Land Management are also governed by the following regulations:

● Federal Acquisition Regulation (FAR), Title 48, Code of Federal Regulations, Chapter 1 The FAR regulations are not included in the FP-14. A complete copy of the FAR is available from the Superintendent of Documents, Congressional Sales Office, U.S. Government Printing Office, Washington, DC 20402.

U.S. Customary units of measure are used in the FP-14 as provided in the November 25, 2008 Memorandum from Jeffrey F. Paniati entitled Update on Metric Use Requirements for FHWA Documents. Metric units are noted in parentheses following the U.S. Customary Units. The references to Metric or Metric units apply only when the project or portion of the project expressly calls for Metric units of measure.

INCLUDED DRAWINGS:

SHEET NO. TITLE

1. TITLE SHEET AND LOCATION MAP

2. TYPICAL SECTIONS - SLUMP

3. TYPICAL SECTIONS – CULVERT

4. TYPICAL SECTIONS – DEEP FILL, Method 1

5. TYPICAL SECTIONS – DEEP FILL, Method 2

6. TYPICAL SECTIONS – SHOULDER

7. TYPICAL SECTIONS – SLIDE, DEWATERING

8. SITE PLAN MILEPOST 0.0 – 2.0

9. SITE PLAN MILEPOST 2.0 – 4.0

http://flh.fhwa.dot.gov/resources/pse/specs/fp-14.htm

SOLICITATION NO. 140L4321R0020

10. SITE PLAN MILEPOST 4.0 – 6.0

11. SITE PLAN MILEPOST 6.0 – 8.0

12. SITE PLAN MILEPOST 8.0 – 10.0

13. SITE PLAN MILEPOST 10.0 – 11.0

14. SITE PLAN MILEPOST 11.0 – 12.8

Supplemental Specifications include the following divisions:

DIVISION 100 GENERAL REQUIREMENTS

Section 101 TERMS, FORMAT, AND DEFINITIONS Section 102 BID, AWARD, AND EXECUTION OF CONTRACT Section 103 SCOPE OF WORK Section 104 CONTROL OF WORK Section 105 CONTROL OF MATERIAL Section 106 ACCEPTANCES OF WORK Section 107 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC Section 108 PROSECUTION AND PROGRESS Section 109 MEASUREMENTS AND PAYMENT

DIVISION 150 PROJECT REQUIREMENTS

Section 151 MOBILIZATION Section 152 CONSTRUCTION SURVEY AND STAKING Section 153 CONTRACTOR QUALITY CONTROL Section 154 CONTRACTOR SAMPLING AND TESTING Section 155 SCHEDULES FOR CONSTRUCTION CONTRACTS Section 156 PUBLIC TRAFFIC Section 157 SOIL EROSION AND SEDIMENT CONTROL

DIVISION 200 EARTHWORK

Section 201 CLEARING AND GRUBBING Section 203 REMOVAL OF STRUCTURES AND OBSTRUCTIONS Section 204 EXCAVATION AND EMBANKMENT Section 208 STRUCTURE EXCAVATION AND BACKFILL FOR SELECT

MAJOR STRUCTURES

Section 209 STRUCTURE EXCAVATION AND BACKFILL

DIVISION 250 SLOPE REINFORCEMENT AND RETAINING WALLS

Section 251 RIPRAP

SOLICITATION NO. 140L4321R0020

DIVISION 300 AGGREGATE COURSES

Section 301 UNTREATED AGGREGATE COURSES Section 303 ROAD RECONDITIONING

DIVISION 400 ASPHALT PAVEMENT AND SURFACE TREATMENTS

Section 403 HOT ASPHALT CONCRETE PAVEMENT Section 412 ASPHALT TACK COAT Section 414 ASPHALT PAVEMENT JOINT SEALING Section 418 ASPHALT CONCRETE PAVEMENT PATCHING

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 602 CULVERTS AND DRAINS Section 606 CORRUGATED METAL SPILLWAYS Section 617 GUARDRAIL Section 618 CONCRETE BARRIERS AND PRECAST GUARDWALLS Section 635 TEMPORARY TRAFFIC CONTROL

DIVISION 700 MATERIAL

Section 703 AGGREGATE Section 705 ROCK Section 707 METAL PIPE Section 708 PLASTIC PIPE Section 710 FENCE AND GUARDRAIL Section 713 ROADSIDE IMPROVEMENT MATERIAL Section 714 GEOSYNTHETIC MATERIAL Section 718 TRAFFIC SIGNING AND MARKING MATERIAL

DIVISION 100

GENERAL REQUIREMENTS

Section 101. - TERMS, FORMAT, DEFINITIONS

101.01 Meaning of Terms. Add the following:

Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.

101.03 Abbreviations. Add the following to (a) Acronyms:

AA

AAN

AAR

ABA

ACPA

ADA

AFPA

Aluminum Association American Association of Nurserymen Association of American Railroad Architectural Barriers Act American Concrete Pavement Association Americans with Disabilities Act American Forest and Paper Association

SOLICITATION NO. 140L4321R0020

AI

AIA

ARA

AREA

ASCE

ASCII

ASLA

BLM

FTMS

GSA

IEEE

MIL

MSHA

NESC

NFPA

PCA

SAE

USFS

USGS

USPS

WCLIB

WWPI

Asphalt Institute American Institute of Architects American Railway Association American Railway Engineering Association American Society of Civil Engineers American Standard Code for Information Interchange American Society of Landscape Architects Bureau of Land Management Federal Test Method Standard General Services Administration Institute of Electrical and Electronic Engineers Military Specifications Mine Safety and Health Administration National Electrical Safety Code National Forest Products Association Portland Cement Association Society of Automotive Engineers United States Forest Service United States Geological Survey United States Postal Service West Coast Lumber Inspection Bureau Western Wood Preservers Institute

Add the following to (b) U.S. Customary unit abbreviations and symbols:

hr

MP

ppm

Hour Milepost Part Per Million

101.04 Definitions. Delete the definitions for the following terms:

Bid Bidder

Modify the following definitions as follows:

Contract Time – Delete this definition and substitute the following:

Period of Performance (POP) – The specified time allowed for completion of contract work.

Notice to Proceed – Delete this definition and substitute the following:

Notice to Proceed – Written notice from the Contracting Officer to the Contractor to begin the contract work.

Right-of-Way – Delete this definition and substitute the following:

SOLICITATION NO. 140L4321R0020

Right-of-Way – A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Add the following:

Maximum Particle Size – The smallest sieve opening through which all particles in the material will pass.

Neat Line – A line defining the proposed or specified limits of an excavation or structure.

Section 102. -- BID, AWARD, AND EXECUTION OF CONTRACT

Delete this section in its entirety.

Section 103. -- SCOPE OF WORK

103.02 Disputes. Delete in its entirety.

103.03 Value Engineering. Delete in its entirety.

103.04 Contract Records. Delete in its entirety.

103.05 Partnering. Delete in its entirety.

Section 104. -- CONTROL OF WORK

104.01 Authority of the Contracting Officer (CO). Delete in its entirety.

104.02 Authority of Inspectors. Delete in its entirety.

104.03 Specifications and Drawings.

(c) As-built drawings. Modify the first sentence to read as follows: Use one set of Contractor-provided plans exclusively for as-built drawings.

(d) Submittals. Add this section:

1. Oregon Department of Forestry (ODF) Operating Permit

2. ODF Waiver during Fire Season (Subsection 107.11)

3. Spill Prevention, Control and Countermeasures Plan (SPCC) (Section 107)

4. Dewatering Plan (Sections 107, 157)

5. Quality Control Plan (Section 153)

SOLICITATION NO. 140L4321R0020

6. Aggregate Certifications (Subsection 154.04)

7. Aggregate Test Results (Subsection 154.04)

8. Aggregate Load Tickets (Sections 209/301)

9. Preliminary Construction Schedule (Section 155)

10. Traffic Control Plan (Section 156)

11. Erosion Control Plan (Section 157)

104.04 Coordination of Contract Documents. Delete in its entirety.

Section 106. -- ACCEPTANCE OF WORK

106.05 Statistical Evaluation of Work and Determination of Pay Factor. Delete in its entirety, including all references to Statistical Evaluation. All references to Section 106.05 shall be replaced with references to Section 106.04 Measured or Tested Conformance.

106.07 Partial and Final Acceptance.

(a) Partial Acceptance. Delete the first paragraph.

Section 107. -- LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

107.01 Laws to be Observed. Delete in its entirety.

107.03 Bulletin Board. Delete in its entirety.

107.04 Railroad Protection. Delete in its entirety.

107.05 Responsibility for Damage Claims. Delete in its entirety.

107.06 Contractor’s Responsibility for Work. Delete in its entirety.

107.09 Legal Relationship of the Parties. Delete in its entirety.

107.10 Environmental Protection. Add this section:

(e) Project specific Environmental Protection. Add this section:

In performance of the contract, the Contractor shall not operate any equipment that is leaking or that is lacking spark arrestors that meet the requirements of State of Oregon Regulations. The Contractor shall follow laws and regulations related to the Endangered Species Act and other laws and regulations that may be in place that may regulate the Contractors operations in order to protect the environment.

SOLICITATION NO. 140L4321R0020

Staging areas must be kept organized and clean at all times. Clean and restore all areas used by the Contractor to original condition prior to completion of the project and final payment.

I. Spill Prevention

1. The Contractor shall have a Spill Prevention, Control and Countermeasures Plan (SPCC) in place before performing any operation on lands managed by the BLM. In the event of a release as defined in Oregon Administrative Rules (OAR), Chapter 340, Division 142, Oil and Hazardous Materials Emergency Response Requirements, shall immediately implement the SPCC Plan and shall immediately notify the government (typically the COR or PI). The Salem District will initiate its Hazardous Materials Contingency Plan and/or Spill Containment Plan and reporting requirements. The Contractor may be responsible for any or all costs associated with this level of effort.

The Contractor’s SPCC Plan shall be developed as defined under 40 CFR, Part 112.

The SPCC Plan shall be reviewed and approved by the Contracting Officer. The SPCC Plan shall contain the following information:

A. Response Priorities

B. Contractor Representative in Charge

C. Duties of Contractor Personnel

D. Contractor Emergency Response Procedures

E. Contents of Spill Containment Kit (SCK)

F. Spill Response Diagram

2. The Contractor shall have a Spill Containment Kit (SCK), as described in the SPCC, on-site during any operation and provide training to employees on how components of the SCK are used. The SCK must be designed for use with petroleum products, and must contain, as a minimum, the following items:

A. Two Bales (4 Booms/Bale, of 8" dia. X 10’ length Oil-only Absorbent Booms) B. Two Bales (100 Pads/Bale, of Oil-only Absorbent Pads, minimum of 17"x19"x1/4")

C. One Oil-only Absorbent Sweep (minimum of 18" dia. X 100' length)

SOLICITATION NO. 140L4321R0020

D. One Floating On-Water Containment Boom (minimum 18” width x 100’ length) (only required for in-stream or riparian work within 50 feet or less of a waterway.)

E. Gloves (PVC and Latex), Goggles, and Garbage Bags sufficient to contain soiled absorbents.

3. 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 as specified by Federal and/or State On-Scene Coordinators or his/her representative. The Contractor shall be responsible for cleanup/removal and proper disposal of contaminated materials from the site.

4. The Contractor shall not store fuel or refuel any equipment within 150-feet from any waterway.

II. In-Stream Work

1. The Contractor shall perform all in-stream portions of work during the ODF&W In- Stream Work period between July 15th and September 30th.

2. Dewatering is required on all live streams during culvert replacement, to include subsurface flow to the depth of excavation. Two (2) perennial streams are located within the work area. A dewatering system is identified in the drawings. The Contractor may propose an alternate system in the Dewatering Plan submittal. A gravity bypass is preferred, but not required. Refer to Section 157 – Soil Erosion and Sediment Control, subsection 208.07, and Section 209 – Structure Excavation and Backfill.

Section 108. -- PROSECUTION AND PROGRESS

Delete this section in its entirety.

Section 109. -- MEASUREMENT AND PAYMENT

109.02 Measurement Terms and Definitions. Modify as follows:

(b) Contract quantity. Delete in its entirety.

109.03 Weighing Procedures and Devices.

(c) Project weighing system. Add the following:

SOLICITATION NO. 140L4321R0020

Manual scales may be used if approved in writing by the CO and if the method of weighing meets all other contract requirements. For aggregates weighed for payment, adjust scale weights of material to deduct the daily average moisture content in excess of 2 percentage points over optimum moisture as determined by AASHTO T 99 or the designated compaction method. If moisture determination is necessary, determine the daily average moisture content in accordance with AASHTO T 255, from not less than three representative samples of aggregate taken at random intervals each day that aggregate is being weighed.

109.05 Scope of Payment. Delete in its entirety.

109.06 Pricing of Adjustments. Delete in its entirety.

109.07 Eliminated Work. Delete in its entirety.

109.08 Progress Payments. Delete in its entirety.

109.09 Final Payment. Delete in its entirety.

DIVISION 150

PROJECT REQUIREMENTS

Section 151. – MOBILIZATION

151.01 Description. Delete in its entirety and replace with the following:

This work consists of moving personnel, equipment, material, and incidentals to the project and performing all work necessary before beginning work at the project site; obtaining of permits, insurance, and bonds. This work also includes washing and treating construction equipment and vehicles necessary for equipment transport to remove seeds, plants, and plant fragments before the equipment is used on BLM lands, according to the requirements within.

Construction Requirements Wash the sides, tops, and undercarriages of all construction equipment. Remove all seeds, plants, plant fragments, dirt, and debris from the construction equipment. Only equipment inspected by the BLM will be allowed to operate within the project area. All subsequent move-ins of equipment to the project area will be treated in the same manner as the initial move-in. This requirement does not apply to cars, pickup trucks, and other vehicles that regularly travel between the construction site and areas off of BLM administered lands.

All mechanized equipment shall be steam-cleaned before being used below ordinary high water until all visible external oil, grease, mud, and other visible contaminants are removed.

151.02 Measurement. Supplement with the following:

SOLICITATION NO. 140L4321R0020

All costs associated with the initial and subsequent cleaning of equipment shall be included in the unit bid price for Mobilization. Measure mobilization according to Subsection 109.02.

151.03 Payment. Supplement with the following:

The accepted quantity, measured as provided in Subsection 109.02, will be paid at the contract price per unit of measurement for the Section 151 pay item shown in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Progress payments for mobilization lump sum will be allowed as follows:

(a) If applicable, bond premiums will be reimbursed according to FAR Clause 52.232-5 Payments Under Fixed-Price Construction Contracts, after receipt of the evidence of payment.

(b) When 5 percent of the original contract amount is earned from other bid items, 50 percent of the mobilization item, or 5 percent of the original contract amount, whichever is less, will be paid.

(c) When 10 percent of the original contract amount is earned from other bid items, 100 percent of the mobilization item, or 10 percent of the original contract amount, whichever is less, will be paid.

(d) Any portion of the mobilization item in excess of 10 percent of the original contract amount will be paid after final acceptance.

Payments will be made under:

Item No. 1- 151(01) Mobilization, Lump Sum

Section 152. – CONSTRUCTION SURVEY AND STAKING

152.03 Submittals. Delete this Subsection in its entirety.

152.05 Survey and Staking Requirements. Delete items (a) to (k) and substitute the following:

Perform all survey, staking, recording of data, and calculations as necessary to construct the project from the initial layout to final completion.

(a) Control Points. Relocate initial horizontal and vertical control points in conflict with construction to areas that will not be disturbed by construction operations. Furnish the coordinates and elevations for the relocated points before the initial points are disturbed.

(b) Slope Stakes and References. Establish reference markers as needed to assure cut and fill slopes are constructed properly.

(c) Centerline Re-establishment. Re-establish road and waterway centerline from instrument control points.

(d) Culverts. Set adequate horizontal and vertical control and reference points for all components.

(e) Clearing Limits. Clearing limits shall be staked five (5) feet beyond the catch points

SOLICITATION NO. 140L4321R0020

of all earthwork area.

152.06 Payment. Delete this Subsection in its entirety and replace with the following:

Contractor Construction Surveying and Staking is considered incidental to Pay Items under Sections 107, 201, 203, 204, 209, 251, 301, and 602, no additional payment will be made.

Section 153. – CONTRACTOR QUALITY CONTROL

153.02 Qualifications. Delete in its entirety and replace with the following:

Submit the following for approval with the Quality Control Plan:

(a) Quality Control Manager (QCM)

1) On-site QCM. Provide an individual on-site with a minimum of two years’ experience managing projects of similar type, scope, and complexity.

(b) Materials Conformance and Quality Compliance Documents – For purposes of this Section, Materials Conformance Documents means the Contractor’s quality-control, the Government’s verification, the independent assurance test results, and the identity of the testing facility.

1) Quality Compliance Certificate – The certificate shall be from the manufacturer, producer, or Supplier and shall:

- Verify that the Material meets the Specifications, and identify by number the specified test methods used (ODOT, AASHTO, ASTM, UL, or other),

- Permit positive determination that Material delivered to the Project is the same Material covered by certificate,

- Be delivered to the COR with the shipment for review of conformance with the specifications.

Use of Materials without Acceptance Materials Conformance Documents

(a) General – The Contractor shall not incorporate Materials into the Project prior to submittal of Materials Conformance Documents acceptable to the COR. The COR may waive this requirement temporarily if Materials are necessary for immediate traffic safety.

(b) Materials Incorporated for Immediate Traffic Safety – If Materials are incorporated into the Project for immediate traffic safety before acceptable Materials Conformance Documents are available, no payment will be made for the value of the Materials, or the costs of incorporating them, until Materials Conformance Documents have been submitted to and approved by the COR, or the Materials are otherwise found through testing to comply with Specifications.

(c) Contractor’s Request for Testing Assistance – If acceptable Materials Conformance Documents are not available, the Contractor may have the necessary tests performed at a private laboratory.

SOLICITATION NO. 140L4321R0020

Incidental Basis – No separate or additional payment will be made for sampling, testing, certification, or other associated Work performed under this Section, whether performed by the Contractor, manufacturer, producer, or Supplier. No payment will be made for providing quality control personnel.

153.03 Quality Control Plan (QCP). Delete in its entirety and replace with the following:

Develop a QCP addressing all contract work categories. For each category, include the following:

(a) Quality control personnel. Furnish the name, authority, responsibilities, and qualifications of the quality control manager. Conform to Subsection 153.02.

(b) Quality control procedures. Describe the inspection and other activities to be performed for each phase of work in Subsection 153.04. Include methods, schedules, equipment. Conform to Subsection 153.04.

(c) Records. Describe the reporting format for inspection, certification, and daily reports.

Conform to Subsection 153.06.

At least 14 days before the start of work, submit the QCP for approval. Do not perform work unless the quality control for that category is accepted. Approval does not imply that the QCP will result in contract compliance.

Revise the QCP when contract quality requirements are not achieved and when changes occur in the contract, work progress, or personnel.

(d) Quality of Materials

(1) General – The Contractor shall incorporate into the Work only Materials conforming to the Specifications and approved by the COR. The Government may require additional testing or retesting to determine whether the Materials or manufactured products meet Specifications.

(2) Rejected Materials – The COR may reject any Materials that appear to be defective.

The Contractor shall not incorporate any rejected Materials into the Work. The COR may order the removal and replacement by the Contractor, at the Contractor’s expense, of any defective Materials.

Measurement and Payment

153.09 Do not measure Contractor quality control for payment. See Subsection 109.05.

Section 154. – CONTRACTOR SAMPLING AND TESTING

154.03 Sampling. Delete this Subsection in its entirety and replace with the following:

Sample and split samples according to AASHTO or other acceptable procedures.

The COR may require random samples be collected and tested throughout the duration of the project.

154.04 Testing. Delete this Subsection in its entirety and replace with the following:

SOLICITATION NO. 140L4321R0020

Contractor shall certify that aggregate materials meet requirements under Section 301.

Certification shall comply with the requirements outlined in Section 153 – Contractor Quality Control.

Contractor shall proof-roll base and surfacing aggregate materials with a pneumatic-tired and loaded 10-wheel, tandem-axle dump truck weighing not less than 15 tons to identify soft pockets and areas of excess yielding. Do not proof-roll wet or saturated materials.

Repair any soft spots until yielding or pumping is no longer present.

Proof-rolling may also randomly be required for inspection purposes.

154.07 Measurement. Delete this Subsection in its entirety and replace with the following:

Contractor Sampling and Testing, both required and random, is considered incidental to Pay Items under Sections 301, no additional payment will be made.

Section 155. – SCHEDULES FOR CONSTRUCTION CONTRACTS

Construction Requirements

155.03 General. Delete in its entirety and replace with the following:

Designate an individual in the Contractor's organization who will be the authorized representative responsible for the construction schedule. Identify the representative before or at the preconstruction conference.

When preparing schedules, show completion of work within the contract time.

155.04 Preliminary Construction Schedule. Delete in its entirety and replace with the following:

Do not begin work, except mobilization and traffic control without an approved preliminary construction schedule. No progress payments will be made until a preliminary construction schedule has been approved.

Submit a written narrative that includes:

(a) A title page stating the contract number, project number, project name, Contractor name, current contract completion date, date of submittal, submittal number and schedule name designated as preliminary construction schedule;

(b) A description of the work to be done within each activity including the type and quantity of equipment, labor, and material to be used;

(c) A description of the planned production rates by pay item units;

(d) A description of the work days per week, number of shifts per day, and number of hours per shift. Include calendars used in the schedule module;

SOLICITATION NO. 140L4321R0020

(e) Estimated periods during which an activity is idle or partially idle. Show the beginning and end dates for reduced production or idle time;

(f) Identification of the vendor, supplier, or subcontractor to perform the activity. State assumptions made in scheduling their work;

(g) A description of site mobilization (such as dates of expected material shipments, planned dates for equipment arrivals);

(h) A list of drawing and sample submittals; and

(i) The fabrication and delivery of key and long-lead procurement activities.

Submit an electronic copy of a preliminary construction schedule at least 7 days before the preconstruction conference. Within 7 days after the preconstruction conference, the preliminary construction schedule will be approved or rejected. If rejected, submit a revised schedule within 3 days.

The preconstruction conference will be rescheduled if the CO does not receive the schedule 7 days before the scheduled preconstruction conference date. Contract time will not be extended for failure to submit a preliminary construction schedule by the date required.

Measurement

155.09 Delete in its entirety and replace with the following:

Do not measure Schedules for Construction Contracts for payment. See Subsection 109.05.

Section 156. – PUBLIC TRAFIC

156.04 Accommodating Traffic During Work. Supplement this section with the following:

The Contractor shall coordinate the construction operations along the Corridor with schedules of the landowners and their harvest operations. Due to wildfire activity throughout the Corridor and surrounding lands, salvage operations are in effect making the Corridor a vital haul route for the landowners and Government timber harvesting. The Contractor shall control the commercial/public/Government vehicles during construction for safe and timely movement in and out of the work area.

Submit an electronic copy of a Traffic Control Plan at least 7 days before the preconstruction conference. The Plan shall detail the methods, devices, and device placement to accommodate both vehicular and pedestrian traffic according to the MUTCD, Section 635, and this Section.

Perform work in a manner that ensures the safety and convenience of the public and protects the residents and property adjacent to the project. Accommodate public traffic on roads and trails adjacent to and within the project until the project is accepted according to Subsection 106.07(b).

156.05 Maintaining Roadways During Work. Delete in its entirety and replace with the following:

SOLICITATION NO. 140L4321R0020

Maintain roadways, stockpiles, storage, and equipment staging areas as follows and include the details of each in the Traffic Control Plan:

(a) Place barriers, barricades, or other devices to communicate and prevent access on both sides of the work area;

(b) Cordon the work, storage, and equipment areas to prevent vehicular and pedestrian traffic from entering any active portion of the job site;

(c) Maintain a dust-free traveled way such that visibility and air quality are not affected and a hazardous condition is not created;

(d) Remove accumulations of waste and other material from traveled way;

(e) Do not allow water to pond on the traveled way; and

(f) Maintain the roadway, detours, and diversions in a safe and acceptable condition.

If corrective action is requested and the corrective action is not taken immediately, the condition may be corrected and the cost of the corrective action deducted from monies due the Contractor.

156.06 Maintaining Roadways During Non-Work Periods. Delete in its entirety and replace with the following:

Maintain roadways, stockpiles, storage and equipment staging areas as follows and include the details of each in the Traffic Control Plan:

(a) Allowing recreation traffic access across all roads over weekends and federal holidays.

(b) Place barriers, barricades, or other devices to communicate danger and prevent access to dangerous sections of unattended work areas.

(c) The Contractor is responsible for securing equipment and material that is stored onsite.

156.11 Measurement and Payment. Delete this Subsection in its entirety and replace with the following:

Do not measure controlling and protecting public traffic for payment. See Subsection 109.05.

Measure public traffic requirements under Section 635.

Section 157. – SOIL EROSION AND SEDIMENT CONTROL

157.01 Description. Delete in its entirety and replace with the following:

This work consists of furnishing, constructing, and maintaining soil erosion and sediment control devises, and stream diversion systems during culvert replacement on live streams. This work may or may not be required at the time of construction depending on weather and runoff conditions. Any culvert with running water is subject to the provisions in this Section concerning stream diversions at the time of replacement.

Soil erosion and sediment control devices are required to eliminate or minimize pollutants in water discharges from the project area.

SOLICITATION NO. 140L4321R0020

157.05 Controls and Limitations on Work. Supplement this section with the following:

The Contractor shall submit an Erosion Control Plan and a Dewatering Plan for approval.

Both plans shall be submitted and approved no less than 7 days before any work commences that disturbs the site.

157.10 Diversions. Delete in its entirety and substitute the following:

Construct a temporary system to divert water around the disturbed areas and slopes as follows:

(a) The contractor shall submit an Erosion Control Plan for approval; the plan shall be submitted and approved no less than 7 days before any work commences that disturbs the site. The Plan shall completely detail how the contractor is to mitigate erosion during construction of the new stream channel, culvert installation or excavation near active water channels. The contractor shall not inhibit flows during construction to the extent that downstream reaches are dewatered.

(b) The contractor shall submit a Dewatering Plan for approval; the plan shall be submitted and approved no less than 7 days before any work commences that disturbs the site. The Plan shall completely detail how the contractor is to mitigate both surface and subsurface flowing water during construction of a new stream channel and/or culvert installation.

Before excavating in the work area, the contractor shall have in-place a system to dewater the work area below the levels of specified excavation continuously, until such time as dewatering is no longer required, according to specifications. The dewatering system shall be capable of protecting downstream water quality, dispose of water removed on slopes away from the project site, or in sediment retention structures if necessary.

Provide standby equipment in case any system becomes inadequate or fails.

(c) The dewatering plan shall implement concepts detailed in the plans.

Measurement

157.17 Delete in its entirety and substitute the following:

Soil erosion control measures include all work required to support the Erosion Control Plan, the Dewatering Plan, any sediment fence, unsupported sediment fence, aggregate construction entrances, check dams, dewatering structure and associated materials for impounding and transmitting flows, or any other work required under this section.

Stream Diversions shall be measured per each.

No other work under this section will be measured.

Payment

SOLICITATION NO. 140L4321R0020

157.18 Delete in its entirety and substitute the following:

Stream Diversions shall be paid at the contract price under the following pay item.

Payments will be made under:

Item No. 2- 157 (01) Stream Diversion, Each

All other work under Section 157 Temporary erosion control measures is considered incidental to Pay Items under Section 251, 301, and 602; no additional payment will be made.

DIVISION 200

EARTHWORK

Section 201. – CLEARING AND GRUBBING

201.01 Description Replace with the following:

This work consists of clearing and grubbing within clearing limits as explained in Section 152.

201.04 Clearing. Supplement with the following:

(f) Trim branches of remaining trees or shrubs to give a clear height of 14 feet above the roadbed unless otherwise indicated. Trim tree limbs as near flush with the trunk as practicable.

(g) Trees shall be removed with stumps intact, as much as possible and shall be placed along the existing stream at locations designated by the COR, outside of the stream channel.

(h) Woody debris to be scattered onsite as designated by the COR.

201.06 Disposal Replace with the following:

(a) Top Soil to be utilized as cover material for disturbed areas within the clearing limits.

(b) Trees shall be removed with stumps intact and placed on final slopes.

(c) Woody debris to be scattered onsite in an area designated by the COR.

(d) Excess material to be incorporated into designated disposal areas, fill slopes and riprap cover.

Payment

201.09 Delete in its entirety and substitute the following:

Work under this section is considered incidental to Pay Items under Section 107, 251, 301 and 602, no additional payment will be made.

Section 203. – REMOVAL OF STRUCTURES AND OBSTRUCTIONS

SOLICITATION NO. 140L4321R0020

203.01 Description. Delete in its entirety and replace with the following:

This work includes the removal and disposal of existing culverts, all required saw cutting and pavement disposal for culvert replacement, slump repair, and reconstruction sections.

203.05 Disposing of Material.

(a) Remove from project. Add the following: Removed culverts/pipe structures and pavement material shall become the property of the Contractor and shall be removed from the project site.

(b) Burn. Delete in its entirety.

(c) Bury. Delete in its entirety.

Measurement and Payment

Delete in its entirety and replace with the following:

203.07 Do not measure work under this Section for payment.

Measure work in this Section under Section 602.

Section 204. – EXCAVATION AND EMBANKMENT

204.02 Definitions. Supplement with the following:

Excavation work consists of the removal and disposal of existing removed pavement and sub-base material associated with Slump Repair as shown in the plans. Excavated asphalt pavement shall be legally disposed of offsite. Excavated sub-base material shall be disposed of at the designated waste site, vicinity of MP 12.8, or at other locations in between as directed by the COR. Waste material shall be leveled and compacted at the waste site. The designated areas shall be graded to drain and provide a smooth transition and compacted.

204.07 Measurement. Delete in its entirety and replace with the following:

Work under this section shall be measured by the Cubic Yard. Contractor shall provide disposal documentation for waste hauled off site and allow COR to inspect/tally waste piles at designated waste site before leveling in order to confirm volumes excavated. Do not measure aggregate or asphalt used in slump repair under this Section. Measure aggregate and pavement under Sections 301 and 403.

SOLICITATION NO. 140L4321R0020

204.08 Payment. Delete in its entirety and replace with the following:

Requirements under this section shall be paid at the contract price. Payments will be made under:

Item No. 3- 204 (01) Excavation and Embankment Slump Repair, per Cubic Yard

Section 251. – RIPRAP – CLASS 100

251.01 Description. Supplement with the following:

The Base Item work consists of furnishing and placing riprap for drainage structures.

The Option Item work consists of furnishing and placing riprap for slide area repairs.

251.02 Material. Supplement with the following:

Riprap shall meet the requirement of Oregon Department of Transportation(ODOT), Class 100.

See 2018 Oregon Standard Specifications for Construction, Section 00390, pg 278 “Riprap Protection”.

An electronic copy can be obtained at:

https://www.oregon.gov/odot/Business/Specs/2018_STANDARD_SPECIFICATIONS.pdf

251.08 Measurement. Delete in its entirety and replace with the following:

Work under this section shall be measured by the Cubic Yard, in place.

251.09 Payment. Delete in its entirety and replace with the following:

Requirements under this section shall be paid at the contract price. Payments will be made under:

Item No. 4- 251 (01) Riprap – Class 100, per Cubic Yard

Option Item No. 1 – Item No. 16- 251 (02) Riprap – Slide Repair, per Cubic Yard

DIVISION 300

AGGREGATE AND BASE COURSES

Section 301. –UNTREATED AGGREGATE COURSES

301.01 Description. Supplement with the following:

https://www.oregon.gov/odot/Business/Specs/2018_STANDARD_SPECIFICATIONS.pdf

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This work consists of constructing and maintaining courses of surface course aggregate, base course aggregate, courses of culvert bedding aggregate, and, if accepted, shoulder rock.

301.02 Material. Supplement with the following:

Aggregate shall be processed in two stages, utilizing both Primary and Secondary crushing. Overburden is not acceptable for use as fines.

Surface Course Aggregate and Shoulder Rock – Turnout aggregate shall meet requirements under Section 02630 of the 2018 Oregon Standard Specification for Construction under Table 02630-1 for 1-1/2”– 0 aggregate. (100% passing through the 2-inch sieve, commonly referred to as “2-inch minus”).

Base Course Aggregate and Shoulder Rock – Outslope, Ditchline, and K-Rail pad aggregate shall meet requirements under Section 02630 of the 2018 Oregon Standard Specification for Construction under Table 02630-1 for 2-1/2”– 0 aggregate. (100% passing through the 3-inch sieve, commonly referred to as “3-inch minus”).

Culvert bedding aggregate shall meet requirements under Section 02630 of the 2018 Oregon Standard Specification for Construction under Table 02630-1 for 3/4”– 0 aggregate.