B08-FFP CONST SAP_RFQ EqualOrLessThanSAT_Elk Creek Culvert to Bridge Replacement_0002.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)

0040514794

BLM OR-ST OFC PROC MGMT BR(OR952)

1220 SW 3rd Avenue, 12th Floor

PORTLAND OR 97204

LHA

Timothy Wanamaker

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

(503)250-3902

104/21/2021

140L4321Q0026

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

Removal of an existing 42-inch diameter CMP (Corrugated Metal Pipe) and replacement with a Government furnished 70 foot long by 18' wide galvanized steel bridge.

SMALL BUSINESS CONCERNS QUALIFYING UNDER NAICS 237110.Interested parties must be a

Small Business Concern under NAICS Code 237310 - Highway, Street, and Bridge

Construction and the small business size standard is $39.5M.

The Government shall verify all submissions meet the small business requirement per the System for Award Management (beta.SAM.gov) in addition to the Small Business

Administration Dynamic Small Business Search website. All interested parties should verify the NAICS code prior to submission. If a small business is using a subcontractor, please be aware of FAR Clause 52.219-14 -Limitations on

Subcontracting where the Prime Contractor must perform at least 15% of the cost of the contract, not including the cost of materials. Quotes will be accepted from all responsive and responsible SMALL BUSINESS CONCERNS only.

THE BUREAU OF LAND MANAGEMENT, OR-ST OFC PROC MGMT, INTENDS TO AWARD A FIRM FIXED

PRICE CONSTRUCTION CONTRACT FROM THIS SOLICITATION.

The magnitude for this construction project is between $100,000 and $250,000.

Continued ...

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 0 calendar days and complete it within ________________ ________________ calendar days after receiving

05/20/2021

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

BLM OR-ST OFC PROC MGMT BR(OR952)

1220 SW 3rd Avenue, 12th Floor

PORTLAND OR 97204

LHA

Timothy Wanamaker

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 56

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140L4321Q0026

00010

Contractors shall provide the following information:

Name of the primary point of contact:

Phone number of the primary point of contact:

Email address of the primary point of contact:

Tax Payer Identification Number (TIN):

Data Universal Number System (DUNS Number):

NOTICE: Thoroughly read and understand Sections L

& M for instructions on Submission of quotes, and; please see Section J for the list of attachments.

Delivery: 09/30/2021

Delivery Location Code: 0004276614

BLM-OR COOS BAY DISTRICT OFFICE*

1300 AIRPORT LANE

NORTH BEND OR 97459-2000 US

Period of Performance: 06/28/2021 to 09/30/2021

Removal of an existing 42-inch diameter CMP

(Corrugated Metal Pipe) and replacement with a

Government furnished 70 foot long by 18' wide galvanized steel bridge.

Product/Service Code: M1LB

Product/Service Description: OPERATION OF

HIGHWAYS, ROADS, STREETS, BRIDGES, AND RAILWAYS

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

Sponsored by GSA

FAR (48 CFR) 53.110

SOUTH FORK ELK CR (28-11-26) MP 0.10, COOS BAY, OR

BLM COOS BAY DISTRICT

SOLICITATION NO.

140L4321Q0026 Page 4 of 56

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

SOLICITATION NO.

140L4321Q0026 Page 5 of 56

SECTION B – BID SCHEDULE

This requirement is for one (1) Firm Fixed Price Construction contract for replacing a culvert with a Government furnished bridge in Coos Bay, Oregon.

BASE

Item no. Item Description Quantity Unit of

Measure Unit Price Total 0001 15101 Mobilization 1 LS $ $ 0002 15102 Bridge & Eco-Block

Loading & Transporting

1 LS $ $

0003 15701 Soil Erosion & Sediment Control

1 LS $ $

0004 20101 Clearing & Grubbing 1 LS $ $ 0005 20401 Excavation &

Embankment

1 LS $ $

0006 20402 Bedrock Excavation 228 CY $ $ 0007 20701 Reinforcement

Geotextile

2,000 SY $ $

0008 26101 CMU (Concrete Masonary Units)

1,500 EA $ $

0009 30201 ¾’ -0’ Crushed Aggregate

1,980 TN $ $

0010 30202 1-1/2’-0’ Crushed Aggregate

72 TN $ $

0011 55501 Steel Structures 1 LS $ $ 0012 57001 Concrete Eco-Blocks 5 EA $ $ 0013 60501 Subdrains 132 LF $ $ 0014 62501 Turf Establishment 1 LS $ $ 0015 63501 Temporary Traffic

Control

1 LS $ $

GRAND TOTAL $

LS=Lump Sum TN=Tons SY = Square Yard CY = Cubic Yard LF = Linear Feet EA=Each

PERFORMANCE PERIOD: See clause 52.211-10 in Contract Clauses Section. Estimated performance period is from 6/28/2021 to 9/30/2021.

THIS SOLICITATION IS SET ASIDE FOR SMALL BUSINESS CONCERNS.

(End of Section B)

SOLICITATION NO.

140L4321Q0026 Page 6 of 56

SECTION C – SPECIFICATIONS/DRAWINGS

TABLE OF CONTENTS

SPECIFICATIONS (from the Latest Version of the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14)

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 Acceptance of Work Section 107 Legal Relation and Responsibility to the Public Section 108 Prosecution and Progress Section 109 Measurement and Payment

DIVISION 150 PROJECT REQUIREMENTS

Section 151 Mobilization Section 152 Construction Survey and Staking Section 154 Contractor Sampling and Testing Section 156 Public Traffic Section 157 Soil Erosion & Sediment Control

DIVISION 200 EARTHWORK

Section 201 Clearing and Grubbing Section 203 Removal of Structures and Obstructions Section 204 Excavation and Embankment Section 207 Earthwork Geotextiles Section 208 Structural Excavation & Backfill for Selected Major Structures

DIVISION 250 gooSLOPE REINFORCEMENT AND RETAINING

WALLS

Section 261 Reinforced Soil Slopes

DIVISION 300 AGGREGATE COURSES

Section 302 Minor Crushed Aggregate Section 303 Road Reconditioning

DIVISION 550 BRIDGE CONSTRUCTION

Section 555 Steel Structures Section 564 Bearing Devices Section 570 Precast Concrete Blocks

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 601 Minor Concrete Structures

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Section 605 Underdrains, Sheet Drains and Pavement Edge Drains Section 625 Turf Establishment Section 635 Temporary Traffic Control

DIVISION 700 MATERIALS

Section 708 Plastic Pipe Section 709 Reinforcing Steel and Wire Rope Section 713 Roadside Improvement Material Section 714 Geosynthetic Material Section 717 Structural Metal Section 725 Miscellaneous Material

SPECIAL CONTRACT REQUIREMENTS FOR THE CONSTRUCTION OF SOUTH FORK ELK CR (28-11-

26) MP 0.10

Description of Work

The work to be done under this contract includes all labor, supervision, transportation, equipment, tools, supplies, and materials (except when Government furnished material is specified) necessary to perform the following work:

Removal of an existing 42-inch diameter CMP (Corrugated Metal Pipe) and replacement with a Government furnished 70 foot long by 18’ wide galvanized steel bridge. Contractor is responsible for loading, transporting, and placing of bridge. Work includes clearing and grubbing, constructing stream by-pass, dewatering construction area, excavating bedrock to construct a new stream channel, constructing GRS (Geosynthetically Reinforced Soil) abutments, placing Eco-Block bridge foundation, and restoring aggregate roadway.

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

Drawing List:

Sheet Name 1 Title Sheet 2 Project Location Map 3 Bridge Storage Location Map 4 Demolition Plan 5 Site Plan 6 New Stream Profile & X-Section 7 Roadway & Bridge Profile 8 Abutment & Wingwall Details 9 Abutment & Wingwall Front Elevation & Plan 10 Roadway X-Section & Subdrain Detail http://flh.fhwa.dot.gov/resources/pse/specs/fp-14.htm

SOLICITATION NO. 140L4321Q0026

11 Sediment & Erosion Control Plan

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.

DIVISION 100 GENERAL REQUIREMENTS

Section 101. – TERMS, FORMAT AND DEFINITIONS

101.01 Meaning of Terms. Add the following:

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

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

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

101.03 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:

Bureau of Land Management Federal Test Method Standard General Services Administration

BLM

FTMS

GSA

Hour Milepost Part Per Million hr.

mp ppm

SOLICITATION NO. 140L4321Q0026

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:

Right-of-Way – A general term denoting (1) the privilege to pass over land in some 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.

Pioneer Road – Temporary construction access built along the route of the project.

Protected Stream Course – A drainage shown on the plans that requires designated mitigation measures.

Utilization Standards – The minimum size and percent soundness of trees described in the specifications to determine merchantable timber.

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 Contractor Records. 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.

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

(b) Submittals. Add this section:

1. Initial, baseline and baseline construction schedule update Section 155

2. Hazardous Spill Plan per Section 107.10

3. Landfill receipt for all disposals (wood, waste, hazardous materials per Section 203, 563

4. Accident Prevention Plan per FAR 52.236-13

5. Traffic Control Plan per Section 635.

SOLICITATION NO. 140L4321Q0026

6. Product certifications or tested conformance for fine aggregate, cement, steel fibers and admixtures - Section 568

7. Manufacturer’s literature on geotextiles fabric and seam assembly – Section 207

8. Aggregate gradation and test results – Section 301

9. 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.

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.

107.05 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 the following: The in-stream work window is July 1st until September 15th, 2021. No in-stream work will be allowed outside of this time without prior approval from Oregon Department of Fish & Wildlife.

Section 108. – PROSECUTION AND PROGRESS

Delete this section in its entirety.

Section 109. – MEASUREMENT AND PAYMENT

109.03 Weighing Procedures and Devices.

(c) Project weighing system. Add the following:

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 more than 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.

109.06 Pricing of Adjustments. Delete in its entirety.

109.07 Eliminated Work. Delete in its entirety.

109.08 Progress Payments. Delete in its entirety.

SOLICITATION NO. 140L4321Q0026

109.09 Final Payment. Delete in its entirety.

Section 151. - MOBILIZATION

151.01 Add the following:

Work also includes loading and transporting Government furnished Eco-Blocks and bridge from storage location as shown on drawings.

Payment

151.03 Add the following:

Payment will be made under:

Pay Item Pay Unit 15101 Mobilization Lump Sum 15102 Bridge & Eco-Block Loading & Transporting Lump Sum

Section 152 – CONSTRUCTION SURVEY AND STAKING

Payment

152.08 Delete in its entirety and substitute the following:

The bid schedule does not contain an estimated quantity for Construction Survey and Staking. This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under related sections.

Section 154 - CONTRACTOR SAMPLING AND TESTING

Payment

154.08 Delete in its entirety and substitute the following:

The bid schedule does not contain an estimated quantity for Contractor Sampling and Testing. This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under related sections.

Section 156. – PUBLIC TRAFFIC

Description

156.01 Delete in its entirety and substitute the following:

This work consists of controlling and protecting traffic within the project area. This section supplements FAR Clause 52.236-13, Accident Prevention.

Construction Requirements

156.03 Delete this section in its entirety.

156.05 Maintaining Roadways During Work Delete in its entirety and substitute the following:

SOLICITATION NO. 140L4321Q0026

Perform roadway maintenance as follows:

(a) 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 to the Contractor.

(b) Maintain intersections with roads, residences, ranches, and other features.

156.06 Limitations of Construction Operations. Delete (i) in its entirety and substitute the following:

(i) Contractor may close the project site for the duration of the performance period. Install closure signs at location indicated on Project Location Map (Sheet 2 of 11).

156.07 Nighttime Operations. Delete in its entirety.

156.08 Traffic and Safety Supervisor. Delete in its entirety.

156.09 Add the following: The bid schedule does not contain an estimated quantity for Public Traffic. This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under section 635 Temporary Traffic Control.

Section 157. – SOIL EROSION AND SEDIMENT CONTROL

Payment

157.18 Add the following:

Payment will be made under:

Pay Item Pay Unit 15701 Soil Erosion and Sediment Control Lump Sum

Section 201. - CLEARING AND GRUBBING

Construction Requirements

201.03 General. Delete in its entirety and substitute the following:

Construct erosion control measures according to Section 157 submittal and drawings prior to commencing clearing and grubbing work. Perform work within required limits. Do not damage vegetation outside of clearing limits.

201.06 Disposal. Delete in its entirety and substitute the following:

Merchantable timber is the Government’s property. Deck in area indicated on drawings. Root-wads may be left attached to timber.

All non-merchantable timber, vegetation and limbs shall be chipped and scattered on-site. This also applies to the waste area to be constructed.

SOLICITATION NO. 140L4321Q0026

Payment

201.09 Add the following:

Payment will be made under:

Pay Item Pay Unit 20101 Clearing & Grubbing Lump Sum

Section 203. – REMOVAL OF STRUCTURES AND OBSTRUCTIONS

Description 203.01 Delete in its entirety and add the following:

This work consists of removing and disposing of existing metal culvert.

Construction Requirements

203.03 Salvaging Material. Delete in its entirety:

203.04 Removing Material. Delete in its entirety:

203.05 Disposing of Material.

(b) Burn. Delete in its entirety.

(c) Bury. Delete in its entirety.

(d) Hazardous material. Delete in its entirety.

Measurement and Payment

203.06 and 203.07 Delete in its entirety and add the following:

There is no separate measurement and payment bid item for Removal of Structures and Obstructions, as it is considered incidental to other work specified.

Section 204. – EXCAVATION AND EMBANKMENT

204.02 Definitions. Add the following under (a) Excavation:

(4) Bedrock Excavation. Bedrock excavation is defined as material that cannot be easily excavated with a 40,000 pound or greater class excavator equipped with digging teeth. Remove bedrock with hydraulic or air hammer or other approved methods. Use of explosives will not be allowed. Contractor shall obtain COR approval prior to commencing bedrock excavation.

Construction Requirements

204.14 Disposal of Unsuitable or Excess Material. Add the following:

All unsuitable and excess material shall be hauled to the waste area to be constructed at the location shown on the drawings (sheet 2 of 11) except that suitable crushed aggregate salvaged from the roadway may be incorporated into the new fill at locations as shown on the drawings.

Contractor is responsible for clearing, grubbing, and constructing the designated waste area as marked in the field.

SOLICITATION NO. 140L4321Q0026

Measurement

204.16 Delete in its entirety and replace with the following:

No measurement will be made for excavation or embankment except bedrock excavation will be measured. Prior to commencing bedrock excavation, Contractor and COR will measure existing ground. At the conclusion of bedrock excavation Contractor and COR will take measurements and calculate the cubic yards of bedrock removed.

Payment

204.17 Add the following:

Payment will be made under:

Pay Item Pay Unit 20401 Excavation and Embankment Lump Sum 20402 Bedrock Excavation Cubic Yard

Section 207. – EARTHWORK GEOSYNTHETICS

Description

207.01 Add the following:

The geotextile to be used for the GRS (Geosythetically Reinforced Soil) abutments and wing walls shall be a woven reinforcement geotextile, Type III with a weight of not less than 14 ounces/square yard as determined by ASTM D5261 and have a flow rate of not less than 30 gal/min/sq. ft. as determined by ASTMD4491. Mirafi HP570 meets these requirements. Other geotextiles that meet or exceed the requirements will also be accepted.

The geotextile to be used to wrap the subdrain shall be a non-woven needle punched drainage geotextile, Class 2, Type E with a weight of not less than 4.5 ounces/square yard as determined by ASTM D5261 and have a flow rate of not less than 135 gal/min/sq. ft. as determined by ASTMD4491. Mirafi 140N meets these requirements. Other geotextiles that meet or exceed the requirements will also be accepted.

Measurement

207.09 Delete in its entirety and replace with the following:

Measurement for the reinforcement geotextile shall be for the square yards placed. Required overlaps shall be included in the measurement of square yards.

The bid schedule does not contain an estimated quantity for the subdrain wrap geotextile. This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under Section 605 – Subdrains.

Payment

207.10 Add the following:

Payment will be made under:

Pay Item Pay Unit 20701 Reinforcement Geotextile Square Yard

SOLICITATION NO. 140L4321Q0026

Section 208. – STRUCTURAL EXCAVATION AND BACKFILL FOR SELECTED MAJOR

STRUCTURES

Construction Requirements

208.03 Delete the following:

When necessary, blast rock according to Section 205.

208.03 Add the following:

No blasting shall be allowed.

Payment

208.13 Delete in its entirety and add the following:

The bid schedule does not contain an estimated quantity for structural excavation and backfill for selected major structures. This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under Section 204 – Excavation and Embankment.

Section 261. – REINFORCED SOIL SLOPES

Material

261.02 Delete the following:

Backfill material. 704.03

261.02 Add the following:

Minor Crushed Aggregate 302.02 Earthwork Geosynthetics 207.01 Minor Concrete Structures 601.01 Reinforcing Steel and Wire Rope 709.01 Concrete Masonry Units 725.07

261.05 Add the following.

Facing shall be split face CMUs (Concrete Masonry Units) with 8 inches tall x 8 inches deep x 16 inches wide nominal dimensions. CMUs shall conform to ASTM C90. Layout and install CMUs as shown on the drawings.

After installation of top course of CMUs place #4 (1/2” diameter) x 21 inches long deformed reinforcing bars conforming to Section 709 - in the top three cells as shown on the drawings. Fill top three cells with concrete conforming to Section 601 – Minor Concrete Structures.

Certificates of Conformance demonstrating strength of proposed concrete mix design will be excepted.

Construction Requirements

261.04 Add the following:

Prior to placing the first layer of CMU’s clean bedrock with pressure washer to remove all soil and loose rock. Form and pour a one-foot-wide (x) minimum 4-inch-thick concrete leveling course the length of the abutments and wing

SOLICITATION NO. 140L4321Q0026

walls as shown on the drawings. Leveling course may be stepped if thickness exceeds block height.

CMU placement may begin 24 hours after concrete pour for leveling course.

GRS (Geosynthetically Reinforced Soil) walls shall be constructed according to the most current version of Chapter 7 of FHWA-HRT-11-026 Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation Guide.

https://www.fhwa.dot.gov/publications/research/infrastructure/structures/11026/11026.pdf

Measurement

261.07 Delete in its entirety and replace with the following:

Reinforced soil slopes will be measured by the number of CMUs placed.

¾”-0” crushed aggregate backfill will be measured and paid for under Section 301 – Untreated Aggregate Courses.

Geotextile reinforcement will be measured and paid for under Section 207 – Earthwork Geosynthetics

The bid schedule does not contain an estimated quantity for Minor Concrete Structures or Reinforcing Steel. This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under this and related sections.

Payment

261.08 Add the following:

Payment will be made under:

Pay Item Pay Unit 26101 CMU (Concrete Masonry Units) Each

Section 302. – MINOR CRUSHED AGGREGATE

Material

302.02 Add the following:

Crushed aggregate shall meet the requirements of ODOT’s 2018 Standard Specifications for Construction Section 02630 – Base Aggregate.

Measurement

302.07 Delete in its entirety and replace with the following:

Payment measured by the ton in the bid schedule and according to Section 109.04.

Payment

302.08 Add the following:

Payment will be made under:

Pay Item Pay Unit 30101 ¾”-0” Crushed Aggregate Ton http://www.fhwa.dot.gov/publications/research/infrastructure/structures/11026/11026.pdf

SOLICITATION NO. 140L4321Q0026

30102 1-1/2”-0” Crushed Aggregate Ton

Section 555. – STEEL STRUCTURES

Description 555.01 Delete in its entirety and replace with the following:

Work includes placing concrete Eco-Blocks, elastomeric bearing pads, corrugated metal bulkhead, placing/assembling 70-foot-long x 18-foot-wide galvanized steel EZ Bridge and object markers with metal posts.

Material

555.02 Add the following:

Government will furnish bridge, connecting fasteners, elastomeric bearing pads, steel signposts, object markers and all but five of the Eco-Blocks.

Contractor shall furnish all required corrugated metal bulkhead, anchor bolt system and five Eco-Blocks.

Corrugated metal bulkhead shall be 18 gauge galvanized and 21” tall with 2 ½” x ½” corrugations and conform to ASTM A-446. North end shall be 22 feet wide and south end shall be 20 feet wide.

Construction Requirements

555.03 Delete in its entirety and replace with the following:

Overlap corrugated metal bulkhead a minimum for one foot.

Place steel signposts and object markers as shown on the drawings and as directed by COR.

555.04 thru 555.14 Delete in their entirety:

555.18 Add the following:

Follow bridge manufacturer’s requirements for lifting and assembly. Bridge plans are available upon request.

Payment

555.21 Add the following:

The bid schedule does not contain an estimated quantity for corrugated metal bulkhead. This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under this section.

The bid schedule contains an estimated quantity for Contractor furnished Concrete Eco-Blocks. This work will be paid for under Section 570 – Precast Concrete Blocks.

The bid schedule does not contain an estimated quantity for installing Government furnished Concrete Eco-Blocks.

This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under this section.

Payment for work described in this section will be made under:

Pay Item Pay Unit 55501 Steel Structures Lump Sum Section 564. – BEARING DEVICES

Description

SOLICITATION NO. 140L4321Q0026

564.01 Delete in its entirety and replace with the following:

This work consists of drilling holes in concrete Eco-Blocks, installing anchor bolts and Government furnished elastomeric bearing pads.

Construction Requirements

564.08 Add the following:

Anchor bolts and nuts shall conform to ASTM A325 and Section 717 – Structural Metal.

Use 2-part epoxy from ODOT QPL (Qualified Products List) for the intended application to secure anchor bolts.

Payment

564.12 Delete in its entirety and replace with the following:

The bid schedule does not contain an estimated quantity for bearing devices. This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under Section 555 – Steel Structures.

Section 570. – PRECAST CONCRETE BLOCKS

Description

570.01 Add the following:

This work consists of furnishing and installing precast concrete Eco-Blocks as shown on the drawings.

Materials

570.02 Add the following:

Precast concrete Eco-Blocks shall weigh 4,320 pounds +/- 100 pounds, 2.5 feet wide x 2.5 feet tall x 5’ long +/- 2 inches. Shall have 3-inch chamfered edges and be equipped with a seven-strand steel loop lifting located in the center of the block with a minimum breaking strength of 28,000 pounds. Blocks shall be equipped with male/female key combinations that match the pattern of the Government furnished blocks Ultra blocks. Concrete shall be in accordance with Section 601 - Minor Concrete Structures.

570.03 Add the following:

Payment will be made under:

Pay Item Pay Unit 57001 Concrete Eco-Blocks Each

Section 605. – UNDERDRAINS, SHEET DRAINS AND PAVEMENT EDGE DRAINS

Material

605.02 Add the following:

1 ¼”- 3/4” drain rock shall meet the requirements of ODOT’s 2018 Standard Specifications for Construction Section

00430.11 – Granular Drain Backfill Material.

SOLICITATION NO. 140L4321Q0026

Subdrain wrap geotextile shall be as specified in Section 207 – Earthwork Geosynthetics and table 714-1

Perforated corrugated plastic pipe shall be as specified in Section 708.04. Pipe shall be 6 inches in diameter and have soil tight connections.

Construction Requirements

605.03 Add the following:

Construct subdrains as shown on the drawings.

Payment

605.09 Add the following:

The bid schedule does not contain an estimated quantity for 1 ¼”-3/4” drain rock. This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under this section.

The bid schedule does not contain an estimated quantity for subdrain wrap geotextile. This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under this section.

The bid schedule does not contain an estimated quantity for perforated corrugated plastic pipe. This work will not be paid for directly but will be considered a subsidiary obligation of the Contractor under this section.

Payment for work described in this section will be made under:

Pay Item Pay Unit 60501 Subdrains Linear Foot

Section 625. – TURF ESTABLISHMENT

Description

625.01 Delete in its entirety and replace with the following:

This work consists of spreading grass seed and straw mulch over areas of disturbed soil. Mulch shall comply with 713.05(a). Wood chips from clearing and grubbing may be used in lieu of mulch provided there are enough wood chips to provide required coverage. Government to furnish a native grass seed mix in sufficient quantity for the sites.

Native grass seed will be available for pick up at the Coos Bay District office located at 1300 Airport Lane North Bend, OR 97459 during regular business hours. Arrange pick up time with the COR 24 hours in advance.

Payment

625.12 Add the following:

Payment will be made under:

Pay Item Pay Unit 62501 Turf Establishment Lump Sum

Section 635. – TEMPORARY TRAFFIC CONTROL

Payment

635.25 Add the following:

SOLICITATION NO. 140L4321Q0026

Payment will be made under:

Pay Item Pay Unit 63501 Temporary Traffic Control Lump Sum

PART 1: PRODUCTS

A. Spark Arresters: Shall meet the requirements ofthe State ofOregon's regulations.

PART 2: EXECUTION

1. HAZARDOUS MATERIAL CONTAINMENT/CLEANUP

A. During contractor operations on lands managed by the BLM, in event ofa release as defined in Oregon Administrative Rules (OAR), Chapter 340, Division 142, Oil and Hazardous Materials Emergency Response Requirements, the Contractor shall immediately implement the SPCC plan as referenced herein and notify the on- site Government Contract Representative (COR or PI). 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.

B. Spill Prevention, Control, and Countermeasure Plan (SPCC): The Contractor shall develop an SPCC Plan as defined under 40 CFR Part 112. The SPCC Plan will be reviewed and accepted by the Contracting Officer prior to initiating project work. 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 Spill Containment Kit (SCK)

6. Spill Response Diagram

Upon request, an example ofa SPCC may be obtained from the Coos Bay District Environmental Protection Specialist for Hazardous Materials.

C. 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 ofthe SCK are used. 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, of8" dia. X 10' length Oil-only Absorbent Booms)

2. Two Bales (100 Pads/Bale, ofOil-only Absorbent Pads, minimum of17"x19"xl/4")

3. One Oil-only Absorbent Sweep (minimum of18" dia. X 100' length)

4. Three Floating On-Water Containment Boom (minimum 18" width x 100' length) (only

SOLICITATION NO. 140L4321Q0026

required for in- stream or riparian work within 50 feet or less ofa waterway.)

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

D. 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.

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

2. HEAVY EQUIPMENT WASHING

Prior to mobilizing onto Government managed lands, all tracked or off-road equipment shall be cleaned with a high- pressure washer to remove all soil and petroleum products residue. Contractor shall coordinate with Contracting Officers Representative (COR) to arrange inspection of equipment at a convenient location. Removal of soil is to prevent the spread of noxious weeds.

SECTION C - LIST OF ATTACHMENTS

Name

Drawings 11

Portable Steel Bridge Drawings 7

Subsurface Investigation Information 9

(End of Section C)

SOLICITATION NO. 140L4321Q0026

SECTION D – PACKAGING AND MARKING

Section Does Not Apply

(End of Section D)

SOLICITATION NO. 140L4321Q0026

SECTION E – INSPECTION AND ACCEPTANCE

The following clauses are incorporated by reference:

52.246-12 INSPECTION OF CONSTRUCTION AUG 1996

(End of Section E)

SOLICITATION NO.

140L4321Q0026 Page 24 of 56

SECTION F – DELIVERIES OR PERFORMANCE

F.1.0 PERIOD OF PERFORMANCE

See clause 52.211-10 in Contract Clauses section.

F.2.0 PROGRESS PLAN

At the prework conference, the Contractor shall provide to the COR a written "work progress plan" that details its proposed work force and schedule to provide for orderly completion of the work within the contract performance time. This work schedule must be acceptable to the Government. At a minimum, the schedule must reflect a work progress rate equal to the available amount of contract performance time.

(End of Section F)

SOLICITATION NO. 140L4321Q0026

SECTION G – CONTRACT ADMINISTRATION DATA

The following local clauses are provided in full text:

CONTRACTOR PERFORMANCE ASSESSMENT REPORTING SYSTEM (JULY 2010)

(a) FAR 42.1502 directs all Federal agencies to collect past performance information on contracts. The Department of the Interior (DOI) has implemented the Contractor Performance Assessment Reporting System (CPARS) to comply with this regulation. One or more past performance evaluations will be conducted in order to record your contract performance as required by FAR42.15.

(b) The past performance evaluation process is a totally paperless process using CPARS. CPARS is a web-based system that allows for electronic processing of the performance evaluation report. Once the report is processed, it is available in the Past Performance Information Retrieval System (PPIRS) for Government use in evaluating past performance as part of a source selection action.

(c) We request that you furnish the Contracting Officer with the name, position title, phone number, and email address for each person designated to have access to your firm's past performance evaluation(s) for the contract no later than 30 days after award. Each person granted access will have the ability to provide comments in the Contractor portion of the report and state whether or not the Contractor agrees with the evaluation, before returning the report to the Assessing Official. The report information must be protected as source selection sensitive information not releasable to the public.

(d) When your Contractor Representative(s) (Past Performance Points of Contact) are registered in CPARS, they will receive an automatically-generated email with detailed login instructions. Further details, systems requirements, and training information for CPARS is available at http://www.cpars.csd.disa.milJ. The CPARS User Manual, registration for On Line Training for Contractor Representatives, and a practice application may be found at this site.

(e) Within 60 days after the end of a performance period, the Contracting Officer will complete an interim or final past performance evaluation, and the report will be accessible at http://www.cpars.csd.disa.mil/. Contractor Representatives may then provide comments in response to the evaluation, or return the evaluation without comment. Comments are limited to the space provided in Block 22. Your comments should focus on objective facts in the Assessing Official's narrative and should provide your views on the causes and ramifications of the assessed performance. In addition to the ratings and supporting narratives, blocks 1 - 17 should be reviewed for accuracy, as these include key fields that will be used by the Government to identify your firm in future source selection actions. If you elect not to provide comments, please acknowledge receipt of the evaluation by indicating ''No comment" in Block 22, and then signing and dating Block 23 of the form. Without a statement in Block 22, you will be unable to sign and submit the evaluation back to the Government. If you do not sign and submit the CPAR within 30 days, it will automatically be returned to the Government and will be annotated: "The report was delivered/received by the contractor on (date). The contractor neither signed nor offered comment in response to this assessment." Your response is due within 30 calendar days after receipt of the CPAR.

(f) The following guidelines apply concerning your use of the past performance evaluation:

(1) Protect the evaluation as "source selection information." After review, transmit the evaluation by completing and submitting the form through CPARS. If for some reason you are unable to view and/or submit the form through CPARS, contact the Contracting Officer for instructions.

(2) Strictly control access to the evaluation within your organization. Ensure the evaluation is never released to persons or entities outside of your control.

http://www.cpars.csd.disa.milj/ http://www.cpars.csd.disa.mil/

SOLICITATION NO. 140L4321Q0026

(3) Prohibit the use of or reference to evaluation data for advertising, promotional material, preaward surveys, responsibility determinations, production readiness reviews, or other similar purposes.

(g) If you wish to discuss a past performance evaluation, you should request a meeting in writing to the Contracting Officer no later than seven days following your receipt of the evaluation. The meeting will be held in person or via telephone or other means during your 30- day review period.

(h) A copy of the completed past performance evaluation will be available in CPARS for your viewing and for Government use supporting source selection actions after it has been finalized.

(End of clause)

ELECTRONIC INVOICING AND PAYMENT REQUIREMENTS – INVOICE PROCESSING PLATFORM (IPP)

(APR 2013)

Payment requests must be submitted electronically through the U.S. Department of the Treasury’s Invoice Processing Platform System (IPP).

“Payment request” means any request for contract financing payment or invoice payment by the Contractor. To constitute a proper invoice, the payment request must comply with the requirements identified in the applicable Prompt Payment clause included in the contract, or the clause 52.212-4 Contract Terms and Conditions – Commercial Items included in commercial item contracts. The IPP website address is: https://www.ipp.gov.

Under this contract, the following documents are required to be submitted as an attachment to the IPP invoice

1. Invoice billed according to contract line items and rates.

2. Certified payrolls and Statement of Compliance in accordance with clause 52.222-8.

3. If the partial payment is billed and the invoice states a lump sum, the invoice shall include an itemized breakdown and narrative progress summary of the work performed during this invoice period.

4. If final payment is billed, the last invoice shall state “FINAL”.

5. Contractor’s Release of Claims shall be submitted with the final invoice.

The Contractor must use the IPP website to register access and use IPP for submitting requests for payment. The Contractor Government Business Point of Contract (as listed in SAM) will receive enrollment instructions via email from the Federal Reserve Bank of Boston (FRBB) prior to the contract award date, but no more than 3 – 5 business days of the contract award date. Contractor assistance with enrollment can be obtained by contacting the IPP Production Helpdesk via email ippgroup@bos.frb.org or phone (866) 973-3131.

If the Contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the Contractor must submit a waiver request in writing to the Contracting Officer with its proposal or quotation.

(End of Local Clause)

(End of Section G) https://www.ipp.gov/ mailto:ippgroup@bos.frb.org

SOLICITATION NO. 140L4321Q0026

SECTION H – SPECIAL CONTRACT REQUIREMENTS

H.1.0 WORK HOURS

Unless otherwise specified in Section C, Specifications, work hours under this contract shall be limited to the time between one-half hour before sunrise to one-half hour after sunset each day. No work will be done on Saturday, Sunday, or Federal holidays unless authorized by the COR.

H.2.0 ENVIRONMENTAL INTERRUPTION OF WORK

H.2.1 Environmental - The Contracting Officer, by issuance of a suspend work order, may direct the Contractor to shut down any work that may be subject to damage due to weather conditions, fire danger, or because it is impracticable to work during the winter season. The Contractor will be given a resume work order which will document the date the work suspension ends. An allowance has been included in the contract time for all environmental delays. The count of contract time will therefore continue during all periods of suspension due to normal weather conditions, including fire danger. The Contractor will not be entitled to additional contract time for any suspensions except to the extent that they are due to unusually severe weather conditions. The Contractor will not be entitled to additional monetary compensation for such suspensions regardless of duration.

H.2.2 Endangered Species - The Government may direct the Contractor to discontinue all operations in the event that listed or proposed threatened or endangered plants or animals protected under the Endangered Species Act of 1973, as amended, or Federal candidate (Category 1 and 2), sensitive or state listed species, identified under BLM Manual 6840, are discovered to be present in or adjacent to the project area.

H.3.0 DRAWINGS

H.3.1 Reduced Size Drawings. Drawings appearing in this package may be photographically reduced in size.

Accordingly, measurements and dimensions should not be taken or be based on any numerical scales shown. The Contractor may request full-size drawings from the Contracting Officer.

H.4.0 PRESERVATION OF HISTORICAL AND ARCHEOLOGICAL DATA

H.4.1 Public Law 93-291, May 24, 1974, provides for the preservation of scientific, prehistorical, and archeological data (including relics and specimens) which might otherwise be lost due to alteration of the…