SOUTH_OUACHITA SAMPLE ONLY 12445122Q0042 Complete Package.pdf

PDF 12 MB Posted Mar 8, 2023

Attached to: USDA Forest Service - Arkansas OUACHITA SOUTH Road Construction MATOC
Solicitation number: 12445123R0006
Issued by: Department of Agriculture Forest Service

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File	Type	Posted
Exhibit E Buy American_Hazardous Materials Fillable.pdf	PDF	Apr 4, 2023
12445123R0006 00001.pdf	PDF	Apr 4, 2023
12445123R0005_6_7 ARKANSAS Questions Asked As Of 04032023.doc	DOC document	Apr 4, 2023
12445123R0005_6_7 ARKANSAS Questions Asked As Of 03232023.doc	DOC document	Mar 28, 2023
Exhibit D - CONTRACTOR PAST PERF QUESTIONAIRE FILLABLE.pdf	PDF	Mar 8, 2023
Attachment 001 Standard Spec for Con of Roads_Bridges - FP-14.pdf	PDF	Mar 8, 2023
12445123R0006 NOTICE TO OFFERORS.pdf	PDF	Mar 8, 2023
12445123R0006 ARKANSAS OUACHITA SOUTH RFP SF1442.pdf	PDF	Mar 8, 2023
Exhibit A - SAMPLE SCHEDULE B FILLABLE.pdf	PDF	Mar 8, 2023
12445123R0006 ARKANSAS OUACHITA SOUTH COMPLETE PACKAGE.pdf	PDF	Mar 8, 2023
Exhibit B - CONTRACTORS FINANCIAL INFORMATION SHEET FILLABLE.pdf	PDF	Mar 8, 2023
Exhibit C - PERFORMANCE RELEVANCY QUESTIONNAIRE FILLABLE.pdf	PDF	Mar 8, 2023
Attachment 002 Forest Service Supplemental Specifications (FSSS) Spec References.pdf	PDF	Mar 8, 2023
12445123R0006 ARKANSAS OAUCHITA SOUTH RFP BODY.pdf	PDF	Mar 8, 2023

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SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

INFORMATION

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

See Schedule

USDA-FS CSA EAST 11

1720 PEACHTREE ST NW

STE 876S

ATLANTA GA 30309-2449

4451 8. ADDRESS OFFER TO

email to steven.alves@usda.gov Subject Line: 12445122Q0042 Quote Comp Name call: 85-334-0254 to confirm receipt Deadline: 06 Sept 2022 /1200CT

STEVEN ALVES 859-745-3157

108/22/2022

12445122Q0042

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

The Specifications for this project shall be Federal Highway Administration "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP-14 US Customary Units" and the Special Project Specifications. FP-14 US Customary Units specifications may be downloaded at: www.flh.fhwa.dot.gov/resources/pse/specs/

The contractor shall provide all materials, labor, equipment, tools, transportation, supervision, expertise, and other incidentals necessary, except as otherwise provided, to successfully complete, per their respective MATOC.

Project Title: Oauchita Consolidated Road Maint/Culvert Replacement Set Aside: Total Small Business Set-Aside (FAR 19.5) Primary Product/Service Code: Z2LB REPAIR OR ALTERATION OF HIGHWAYS/ROADS/STREETS/BRI NAICS Code: 237310 Highway, Street, and Bridge Construction Size: $39.50M Task Order: This is a Request for Quote (RFQ). The government intends to award ONE task order to the overall lowest bid. The contractor SHALL quote all three line items. The government reserves the right to award each line item individually if that represents the best value to the government.

Magnitude: (e) Between $500,000 and $1,000,000.

Location: US Forest Service Winona and Caddo Ranger Districts (Saline and Polk Counties, AR) Scope of Work (summarized): Item 001 (AR2019-1-FS NFSR 961 & 964) reconstruction rip/rap and geotex addition; Item 002 (AR2019-2-FS NFSR 38 & 106) Aluminum box culvert, misc surfacing; item 003 NFSR 114 ALUMINUM BOX CULVERT Site Visit: Self Paced/No planned Govt Escorted visit Quote Deadline: 06 Sep 2022/ 1200 CT. Email quote to steven.alves@usda.gov. Subject Line: 12445122Q0042 Quote Company Name;

call 859-334-0254 to confirm receipt 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.)

10 120 calendar days and complete it within ________________ ________________ calendar days after receiving fill in tentative schedule

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)

06 Sep 2022

SAMPLE

PROJE

FOR R

OM PURPOSE O

NLY

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

2PAGE OF

USDA-FS CSA EAST 11

1720 PEACHTREE ST NW

STE 876S

ATLANTA GA 30309-2449

STEVEN J. ALVES

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...

1 SAMPLE

PROJE

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ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

12445122Q0042

Period of Performance: 09/12/2022 to 12/31/2022

AR2019-1-FS RD 961 & 964 Winona Ranger District, Saline County

1 961-5.3 RECONSTRUCTION 0.03

2 964-1.24 RECONSTRUCTION 0.01

Requisition No: 1078512

Delivery Location Code: 719N

USDA FOREST SERVICE

JESSIEVILLE RANGER DISTRICT

8402 N HIGHWAY 7

JESSIEVILLE AR 71949

AR2019-2 RDS 38, 106 CADDO RANGER DISTRICT, POLK

COUNTY

1 38-6.54 RECONSTRUCTION 0.03

2 38-8.31 RECONSTRUCTION 0.06

3 38-9.69 RECONSTRUCTION 0.04

4 106-3.1 RECONSTRUCTION 0.04

5 106-3.79 RECONSTRUCTION 0.04

6 106-5.04 RECONSTRUCTION 0.07

Requisition No: 1078531

Delivery Location Code: 7J15

USDA FOREST SERVICE

CADDO RANGER DISTRICT

PO BOX 255

MOUNT IDA AR 71957-0255 US

0NFSR 114 ALUMINUM BOX CULVERT, Winona Ranger District, Saline County Requisition No: 1078582

Delivery Location Code: 719N

USDA FOREST SERVICE

JESSIEVILLE RANGER DISTRICT

8402 N HIGHWAY 7

JESSIEVILLE AR 71949

Attachments Attachment 001 A Schedule B FS 961-964 Attachment001 B PLANS FS 961-964 Small Size Attachment 001 C SPECS FS 961-964 Attachment 002 A Schedule B BID SUMMARY -AR2019-2 FS 38 and 106 Attachment 002 B PLANS - AR2019-2 FS 38-106 Attachment 002 C AR2019-S FS 38-106 SPECS Attachment 003 A Schedule B NFSR 114 Attachment 003 B PLANS NFSR 114 Attachment 003 C SPECS NFSR 114 Attachment 004 Saline WDOL AR20210175 Attachment 005 Polk WDOL AR20210155

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

Sponsored by GSA

FAR (48 CFR) 53.110

See Detailed Schedule B

SAMPLE

PROJE

FOR R

LINE ITEM 001

ATTACHMENTS A/B/C

SAMPLE

PROJE

FOR R

BID SUMMARY SHEET

LENGTH

TYPE MILES COST

1 961-5.3 RECONSTRUCTION 0.03

2 964-1.24 RECONSTRUCTION 0.01

Total

CONTRACTOR:

Unique Sam ID

Signature

PROJECT AR2019-1-FS NFSR 961 & 964

DISTRICT WINONA

COUNTY SALINE COUNTY

ROADS

Proposed Work Schedule (Tentative) to

SAMPLE

PROJE

FOR R

BID SHEET

RD 1 OF 2

District

WINONA

County

SALINE

COUNTY

Pay Item Number Description

Method Measure.

Units of Measure. Quantity Unit Price Cost

15101 Mobilization LSQ L.S. 1

15201 Construction survey and staking, method I, tolerance h:0.04', V 0.04'

LSQ L.S. 1

15401 Contractor testing LSQ L.S. 1

15713 Soil Erosion & Pollution Control LSQ L.S. 1

20105 Clearing and grubbing, disposal of tops and limbs ( F ), logs( F ), stumps ( F )

LSQ L.S. 1

20305 Removal of structures and obstructions, disposal method A

LSQ L.S. 1

20402 Roadway excavation, compaction method B, finishing method A

CQ STA 1.7

25101-1 Placed riprap, class 1 CQ C.Y. 59

25116 Geotextile, type IV-D CQ S.Y. 160

30113 Aggregate surface course, Type AR-class 4, compaction method B

CQ C.Y. 38

60101 Reinforced concrete, method ( A ) CQ C.Y. 67

62528 Seeding, Fertilizing, and Mulching, hydraulic or dry Method

LSQ L.S. 1

63305 Posts, Water depth marker CQ LF 1

63307 Object markers, with steel post CQ Each 4

63501 Temporary traffic control LSQ L.S. 1

Road 961-5.3 Total

RECONSTRUCTION

(1) Road 961-5.3 CONTRACTOR:

Length (miles) 0.03 DUNS #

AR2019-1-FS NFSR 961 & 964

SAMPLE

PROJE

FOR R

BID SHEET

RD 2 OF 2

District

WINONA

County

SALINE

COUNTY

Pay Item Number Description

Method Measure.

Units of Measure. Quantity Unit Price Cost

15101 Mobilization LSQ L.S. 1

15201 Construction survey and staking, method I, tolerance h:0.04', V 0.04'

LSQ L.S. 1

15401 Contractor testing LSQ L.S. 1

15713 Soil Erosion & Pollution Control LSQ L.S. 1

20105 Clearing and grubbing, disposal of tops and limbs ( F ), logs( F ), stumps ( F )

LSQ L.S. 1

20305 Removal of structures and obstructions, disposal method A

LSQ L.S. 1

20402 Roadway excavation, compaction method B, finishing method A

CQ STA 0.3

20803 Structural backfill CQ C.Y. 85

30113 Aggregate surface course, Type AR-class 4, compaction method B

CQ C.Y. 9

55401 Reinforcing steel CQ LBS 628

55201 Structural concrete class A(AE) CQ C.Y. 13

60101 Reinforced concrete, method ( A ) CQ C.Y. 28

60302 13'-0" span, 3'-0" rise, aluminum box culvert AQ Foot 30

62528 Seeding, Fertilizing, and Mulching, hydraulic or dry Method

LSQ L.S. 1

63305 Posts, Water depth marker CQ LF 1

63307 Object markers, with steel post CQ Each 4

63501 Temporary traffic control LSQ L.S. 1

64804 Placed Streambed simulation rock, bed class 4, method A

CQ C.Y. 30

Road 964-1.24 Total

RECONSTRUCTION

CONTRACTOR:

DUNS #

964-1.24(2) Road

Length (miles) 0.01

AR2019-1-FS NFSR 961 & 964

8/4/2022

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S er vic e

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SAMPLE

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SAMPLE

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AR2019-1-FS NFSR 961 & 964

SPECIAL PROJECT SPECIFICATIONS

Table of Contents Preface

101 - Terms¸ Format¸ and Definitions

101.01 Meaning of Terms

101.03 Abbreviations

101.04 Definitions

102 - Bid¸ Award¸ and Execution of Contract

Delete Section 102

103 - Scope of Work

Delete Subsections 103.02, 103.03, 103.04, 103.05

104 - Control of Work

Delete Subsections 104.01, 104.02, 104.04

104.03 Specifications and Drawings

104.06 Use of Roads by Contractor

106 - Acceptance of Work

106.01 Conformity with Contract Requirements

106.02 Visual Inspection

106.07 Partial and Final Acceptance

107 - Legal Relations and Responsibility to the Public

Delete Subsection 107.05

107.08 Sanitation, Health, and Safety

108 - Prosecution and Progress

Delete Section 108

109 - Measurement and Payment

Delete Subsections 109.06, 109.07, 109.08, 109.09

109.02 Measurement Terms and Definitions

153 - Contractor Quality Control

153.03 Quality Control Plan

153.07 Records and control charts

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155 - Schedules for Construction Contracts

Delete Section 155

156 - Public Traffic

Section 156. – PUBLIC TRAFIC

157 - Soil Erosion and Sediment Control

157.04 General

201 - Clearing and Grubbing

201.06 Disposal

203 - Removal of Structures and Obstructions

203.05 Disposing of Material

204 - Excavation and Embankment

Section 204. — EXCAVATION AND EMBANKMENT

208 - Structure Excavation and Backfill for Selected Major Structures

208.07 Dewatering

209 - Structure Excavation and Backfill

209.09 Backfill

209.10 Compacting

301 - Untreated Aggregate Courses

301.03 General

301.05 Compacting

602 - Culverts and Drains

602.05 Laying Metal Pipe

603 - Structural Plate Structures

603.03 General

603.04 Erecting

633 - Permanent Traffic Control

633.02 Material

633.03 General

633.05 (a) Fabrication

648 - Stream Simulation

Section 648. — STREAM SIMULATION

703 - Aggregate

703.05 Subbase, Base, and Surface Course Aggregate

705 - Rock

705.08 Streambed Simulation Rock

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Preface Preface_wo_10_06_2017

Delete all but the first paragraph and add the following:

The Forest Service, US Department of Agriculture has adopted FP-14 for construction of National Forest System Roads.

101 - Terms¸ Format¸ and Definitions 101.01_National_10_4_2017

Add the following paragraph to Subsection 101.01:

101.01 Meaning of Terms.

Delete all references to the FAR (Federal Acquisition Regulations) in the specifications when incorporating into 2400-6(T) Timber Sale or 2400-13(T) Stewardship contracts.

101.01_National_10_5_2017

Add the following paragraph to Subsection 101.01:

101.01 Meaning of Terms.

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

101.03_National_10_5_2017

Add the following to Subsection 101.03:

101.03 Abbreviations.

(a) Acronyms.

AGAR — Agriculture Acquisition Regulations

AFPA — American Forest and Paper Association

FSAR — Forest Service Acquisition Regulations

MSHA — Mine Safety and Health Administration

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NESC — National Electrical Safety Code

WCLIB — West Coast Lumber Inspection Bureau

(f) Miscellaneous unit abbreviations.

MP — milepost location ppm — parts per million volume

STA station location

101.04_National_10_5_2017

Make the following changes to Subsection 101.04:

101.04 Definitions.

Delete these definitions and replace the following:

Bid Schedule — The Schedule of Items.

Bridge — A structure, including supports, erected over a depression or an obstruction such as water along a road, a trail, or a railway and having a deck for carrying traffic or other loads.

Contractor — The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “Purchaser”.

Culvert — Any structure with a bottom, regardless of fill depth, depth of invert burial, or presence of horizontal driving surface, or any bottomless (natural channel) structure with footings that will not have wheel loads in direct contact with the top of the structure.

Drawings — (Public Works Contracts) Design sheets or fabrication, erection, or construction details submitted to the CO by the Contractor according to FAR Clause 52.236-21 Specifications and Drawings for Construction. Also refers to submissions and submittals.

Notice to Proceed — (Public Works Contracts) Written notice to the Contractor to begin the contract work.

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.

Solicitation—(Public Works Contracts) The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective bidders.

Add the following definitions:

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Adjustment in Contract Price — “Equitable adjustment,” as used in the Federal Acquisition Regulations, or “construction cost adjustment,” as used in the Timber Sale Contract, as applicable.

Change — “Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.

Forest Service — The United States of America, acting through the Forest Service, U.S. Department of Agriculture.

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.

Purchaser — The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.

Protected Streamcourse — A drainage shown on the plans or timber sale area map that requires designated mitigation measures.

Road Order — An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.

Shop Drawings — (Timber and Stewardship Contracts) Referred to as “Drawings” in FP-14, include drawings, diagrams, layouts, schematics, descriptive literature, illustrations, lists or tables, performance and test data, and similar materials furnished by Purchaser to explain in detail specific portions of the work required by the contract.

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

Add Figure 101-1—Illustration of road structure terms:

PROJE

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Figure 101-1—Illustration of road structure terms.

FOR R

102 - Bid¸ Award¸ and Execution of Contract 102.00_National_10_5_2017

Delete Section 102 in its entirety.

Delete Section 102.

103 - Scope of Work 103.00_National_10_5_2017

Delete all of Section 103 except Subsection 103.01 Intent of Contract.

Delete Subsections 103.02, 103.03, 103.04, 103.05.

104 - Control of Work 104.00_National_10_5_2017

Delete Subsections 104.01, 104.02, and 104.04.

Delete Subsections 104.01, 104.02, 104.04.

104.03_National_10_4_2017

Delete Subsection 104.03 and replace with the following:

104.03 Specifications and Drawings.

Refer to B(T) 5.211 in the 2400-6(T)) or F(T).2.1.1 in the 2400-13(T) contracts for requirements under this subsection.

104.06_National_10_5_2017

Add the following to Subsection 104.06:

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104.06 Use of Roads by Contractor.

The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.

106 - Acceptance of Work 106.01_National_10_5_2017

Delete Subsection 106.01 and replace with the following:

106.01 Conformity with Contract Requirements.

Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authorities refer to the methods in effect on the date of solicitation for bids.

Perform all work to the lines, grades, cross-sections, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendations or to these specifications, whichever is more strict.

Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variations from the median zone that are unavoidable for practical reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are identified by gauge, unit mass, section dimensions, etc.), the identification will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.

The Government may inspect, sample, or test all work at any time before final acceptance of the project. When the Government tests work, copies of test reports are furnished to the Contractor upon request. Government tests may or may not be performed at the work site. If Contractor testing and inspection is verified by the Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.

Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepting work are described in Subsections 106.02 to 106.05 inclusive. The primary method of acceptance is specified in each Section of work. However, work may be rejected at any time it is found by any of the methods not to comply with the contract.

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FOR R

Remove, repair, or replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted. Removing, repairing, or replacing work; providing temporary traffic control; and any other related work to accomplish conformity will be at no cost to the Government.

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

1. Sampling method;

2. Number of samples;

3. Sample transport;

4. Test procedures;

5. Testing laboratories;

6. Reporting;

7. Estimated time and costs; and

8. Validation process.

If the evaluation requires additional sampling or testing be performed, mutually agree with the Government on witnessing procedures and on sampling and testing by a third party laboratory. Use a third party laboratory accredited by the AASHTO accreditation program. Provide proof of the laboratory’s accreditation for the test procedures to be used. Do not use the same laboratory that produced the disputed Government test results or that produced the test results used as a basis for the dispute.

The CO will review the proposed resolution protocol and may modify it before final approval and execution.

The Government will use the approved resolution protocol test results to determine the validity of the disputed testing. If the Government test results are validated, the Contractor will be responsible for all costs associated with developing and performing the resolution protocol. If the Government test results are not validated, the Government will be responsible for all costs associated with developing and performing the resolution protocol.

If the validity of the Government test results cannot be determined, the Contractor and Government will equally share all costs associated with developing and carrying out the resolution protocol.

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

1. Have the work accepted at a reduced price; or

2. Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

106.02_National_10_5_2017

PROJE

FOR R

Delete Subsection 106.02 and replace with the following:

106.02 Visual Inspection.

Acceptance is based on visual inspection of the work for compliance with the specific contract requirements.

Use prevailing industry standards in the absence of specific contract requirements or tolerances.

106.07_National_10_4_2017

Delete Subsection 106.07.

106.07 Partial and Final Acceptance.

107 - Legal Relations and Responsibility to the Public 107.05_National_10_5_2017

Delete Subsection 107.05.

107.08_National_10_4_2017

Delete Subsection 107.08 and replace with the following:

107.08 Sanitation, Health, and Safety.

Refer to specific provisions under B(T) 6.0 in the 2400-6(T) or G(T).0 in the 2400-13(T) contracts for requirements under this subsection.

FOR R

108 - Prosecution and Progress 108.00_National_10_5_2017

Delete Section 108 in its entirety.

Delete Section 108.

109 - Measurement and Payment 109.00_National_10_5_2017

Delete Subsections 109.06, 109.07, 109.08, and 109.09:

Delete Subsections 109.06, 109.07, 109.08, 109.09.

109.02_National_10_5_2017

Add the following sentence to Subsection 109.02(b):

109.02 Measurement Terms and Definitions.

(b) Contract quantity.

Contract quantities will be adjusted only when there are errors in the original design of 15% or more.

153 - Contractor Quality Control 153.03_National_10_4_2017

Add the following paragraph to the end of Subsection 153.03(b):

153.03 Quality Control Plan.

(b) Quality Control Procedures.

Submit written proposals for approval of alternate AASHTO or State approved test methods. Alternate methods may be allowed based on documented equivalence to the specified method.

FOR R

153.07_National_10_4_2017

Delete Subsection 153.07 and replace with the following:

153.07 Records and control charts.

Maintain complete testing and inspection records by pay item number and make them accessible to the CO.

155 - Schedules for Construction Contracts 155.00_National_10_5_2017

Delete Section 155 in its entirety.

Delete Section 155.

156 - Public Traffic 156.00_National_10_4_2017

Delete Section 156 in its entirety and replace with the following:

Section 156. – PUBLIC TRAFIC Description

156.01 This work consists of controlling and protecting public traffic adjacent to and within the project.

Material

156.02 Conform to the MUTCD and the following Sections and Subsections:

Permanent Traffic Control 633

Traffic Signing and Marking Material 718

Concrete Barriers and Precast Guardwalls 618

Temporary plastic fence 710.11

Construction Requirements

156.03 General. Accommodate traffic according to MUTCD, approved traffic control plan and this section.

Perform work in a manner that ensures safety and convenience of the public. Unless otherwise provided for in Table 156-1, keep existing roads open to all traffic during road improvement work, and maintain them in a condition that will adequately accommodate traffic. Accommodate public traffic on roads adjacent to and within the project until the project is accepted according to Subsection 106.07(b).

Submit traffic control plan at least 30 days prior to intended use. Perform no work that interferes or conflicts with traffic or existing access to the roadway surface until a traffic control plan has been approved.

SAMPLE

PROJE

FOR R

Post construction signs and traffic control devices in conformance with MUTCD and Forest Service EM 7100-15.

All required signs will be in place and approved prior to beginning work on project.

If the Contractor agrees in writing to allow public traffic to use a new road being constructed prior to completion, it will be considered an existing road for traffic control purposes.

156.04 Temporary Traffic Control. Install and maintain temporary traffic control devices adjacent to and within the project as required by the approved traffic control plan and the MUTCD. Install and maintain traffic control devices as follows:

(a) Furnish and install traffic control devices before the start of construction operations.

(b) All detours outside of clearing limits will be approved in writing by the Contracting Officer as part of the traffic control plan.

(d) Relocate temporary traffic control devices as necessary.

(e) Remove devices that no longer apply to the existing conditions.

(f) Immediately replace any device that is lost, stolen, destroyed, or inoperative.

(g) Keep temporary traffic control devices clean.

(h) Remove all temporary traffic control devices upon contract completion or when approved.

(i) When required, use flaggers certified by the American Traffic Safety Services Association, the National Safety Council, the International Municipal Signal Association, a state agency, or other acceptable organization. Perform the work described under MUTCD Part 6. Use type III, VII, VIII, or IX retroreflective sheeting on flagger paddles. Do not use flags. Flaggers must wear high visibility safety apparel as required by MUTCD 6E.02.

156.05 Temporary Closures. Road segments may be closed as shown in Table 156-1. The maximum consecutive days of closure shall be as shown. Maintain traffic control devices during closure period(s).

Appropriate barricades and signs will be erected and maintained as shown in the traffic control plan or as otherwise designated.

Prior to closing roads during construction, give written notice to the Contracting Officer at least 10 days in advance.

FOR R

Table 156-1 Temporary Road Closures

Road Number Maximum Consecutive Days of Closure

961 5

964 5

156.06 Acceptance. Public traffic work will be evaluated under Subsection 106.02.

Measurement and Payment

156.07 Do not measure Public Traffic for payment. Payment for contract work is provided indirectly. See Subsection 109.05.

157 - Soil Erosion and Sediment Control 157.04_National_10_4_2017

Delete Subsection 157.04 and replace with the following:

157.04 General.

Thirty (30) days prior to the start of construction, submit a written plan according to subsection 104.03 with all necessary permits that provides permanent and temporary erosion control measures to minimize erosion and sedimentation during and after construction. Do not begin work until the necessary controls for that particular phase of work have been implemented. Do not modify the type, size, or location of any control without approval.

When erosion control measures are not functioning as intended, take corrective action to eliminate or minimize pollutants in storm water discharges from the project.

FOR R

201 - Clearing and Grubbing 201.06_National_10_4_2017

Delete the first sentence of this Subsection 201.06 and replace the following:

201.06 Disposal.

Dispose of merchantable timber designated for removal according to the provisions of the timber sale contract.

203 - Removal of Structures and Obstructions 203.05_National_10_4_2017

Add the following to Subsection 203.05:

203.05 Disposing of Material.

(e) Windrowing Construction Slash.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 8, 2023.