AG-8544-S-17-0006.pdf

AG-8544-S-17-0006

SOLICITATION, OFFER AND AWARD

4. TYPE OF SOLICITATION2. CONTRACT NUMBER 3. SOLICITATION NUMBER

7. ISSUED BY CODE 8. ADDRESS OFFER TO (If other than Item 7)

ORDER UNDER DPAS (15 CFR 700)

6. REQUISITION/PURCHASE NUMBER

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

NEGOTIATED (RFP)

SEALED BID (IFB)

5. DATE ISSUED

1. THIS CONTRACT IS A RATED RATING PAGE OF PAGES

1 228

C. E-MAIL ADDRESS

EXT.NUMBERAREA CODE

B. TELEPHONE (NO COLLECT CALLS)A. NAME

10. FOR

INFORMATION

CALL:

CAUTION: LATE Submissions, Modifications, and Withdrawals: See Section L, Provision No. 52.214-7 or 52.215-1. All offers are subject to all terms and conditions contained in this solicitation.

(Date)(Hour) local timeuntildepository located in copies for furnishing the supplies or services in the Schedule will be received at the place specified in Item 8, or if hand carried, in the

SOLICITATION

9. Sealed offers in original and

PART IV - REPRESENTATIONS AND INSTRUCTIONS

OTHER STATEMENTS OF OFFERORS

EVALUATION FACTORS FOR AWARD

INSTRS., CONDS., AND NOTICES TO OFFERORS

REPRESENTATIONS, CERTIFICATIONS AND

LIST OF ATTACHMENTS

CONTRACT CLAUSES

PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACH.

I

J

K

L

M SPECIAL CONTRACT REQUIREMENTS

CONTRACT ADMINISTRATION DATA

DELIVERIES OR PERFORMANCE

INSPECTION AND ACCEPTANCE

PACKAGING AND MARKING

DESCRIPTION/SPECS./WORK STATEMENT

SUPPLIES OR SERVICES AND PRICES/COSTS

SOLICITATION/CONTRACT FORM

PART II - CONTRACT CLAUSESPART I - THE SCHEDULE

H

G

F

E

D

C

B

A

SEC. DESCRIPTION PAGE(S) (X) DESCRIPTION SEC. (X)

11. TABLE OF CONTENTS

18. OFFER DATE17. SIGNATURE

SUCH ADDRESS IN SCHEDULE.

IS DIFFERENT FROM ABOVE - ENTER

15C. CHECK IF REMITTANCE ADDRESS

EXT.NUMBERAREA CODE

15B. TELEPHONE NUMBER

(Type or print)AND

ADDRESS

OF

OFFEROR

CODE FACILITY

16. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER15A. NAME

DATEAMENDMENT NO.DATEAMENDMENT NO.

and related documents numbered and dated):

amendments to the SOLICITATION for offerors

(The offeror acknowledges receipt of

14. ACKNOWLEDGEMENT OF AMENDMENTS

CALENDAR DAYS (%)30 CALENDAR DAYS (%)20 CALENDAR DAYS (%)10 CALENDAR DAYS (%)

(See Section I, Clause No. 52.232.8)

13. DISCOUNT FOR PROMPT PAYMENT

designated point(s), within the time specified in the schedule.

by the offeror) from the date for receipt of offers specified above, to furnish any or all items upon which prices are offered at the price set opposite each item, delivered at the

12. In compliance with the above, the undersigned agrees, if this offer is accepted within ______________ calendar days (60 calendar days unless a different period is inserted

NOTE: Item 12 does not apply if the solicitation includes the provisions at 52.214-16, Minimum Bid Acceptance Period.

OFFER (Must be fully completed by offeror)

IMPORTANT - Award will be made on this Form, or on Standard Form 26, or by other authorized official written notice.

28. AWARD DATE

(Signature of Contracting Officer)

27. UNITED STATES OF AMERICA

25. PAYMENT WILL BE MADE BY

26. NAME OF CONTRACTING OFFICER (Type or print)

CODE 24. ADMINISTERED BY (If other than Item 7)

ITEM

(4 copies unless otherwise specified)

23. SUBMIT INVOICES TO ADDRESS SHOWN IN

41 U.S.C. 253 (c) ( 10 U.S.C. 2304 (c) (

22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN COMPETITION:

21. ACCOUNTING AND APPROPRIATION20. AMOUNT19. ACCEPTED AS TO ITEMS NUMBERED

AWARD (To be completed by government)

CODE

03/20/2017 839040 X

SHOSHONE NATIONAL FOREST

808 MEADOW LANE

CODY WY 82414

Shoshone National Forest 808 Meadow Lane Avenue Cody, WY 82414

1500 MT 04/27/2017

DEBBRA J STULC 307

djstulc@fs.fed.us

578-5148

X

X

X

X

X

X

X

X

X

X

X

X

X

PAGE(S)

DEBBRA J. STULC

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is unusable

STANDARD FORM 33 (Rev. 9-97)

Prescribed by GSA - FAR (48 CFR) 53.214(c)

6-14

15-25 28-29 30-31 32-36 37-42

43-55

57-63

64-70 71-75

Shoshone National Forest North Zone Roads Maintenance & Construction IDIQ Page 2 of 75

Contents

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS SCHEDULE OF ITEMS

B.1 NON DISCRIMINATION STATEMENT

B.2 ESTIMATED QUANTITY

B.3 SCHEDULE OF ITEMS

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 SCOPE OF CONTRACT

C.2 PROJECT LOCATION

C.3 CONTRACT DEFINITIONS

C.4 GOVERNMENT-FURNISHED PROPERTY/MATERIALS

C.5 CONTRACTOR-FURNISHED PROPERTY/MATERIALS

C.6 CONSTRUCTION STAKES, LINES, AND GRADES

C.7 SUPERINTENDENCE OF THE WORK

C.8 WORK PLAN AND SCHEDULE

C.9 SITE VISIT

C.10 START WORK AND PERIOD OF PERFORMANCE

C.11 CONFORMITY WITH DRAWINGS AND SPECIFICATIONS

C.12 STANDARD SPECIFICATIONS

C.13 ADDENDUMS TO STANDARD SPECIFICATIONS

C.14 AGAR 452.211-72 STATEMENT OF WORK/SPECIFICATIONS. (FEB 1988)

C.15 AGAR 452.211-73 ATTACHMENTS TO STATEMENTS OF WORK/SPECIFICATIONS. (FEB 1988)

C.16 PERFORMANCE REQUIREMENTS SUMMARY (ACCEPTABLE QUALITY LEVEL)

C.17 SUSTAINABLE ACQUISITIONS

SECTION D - PACKAGING AND MARKING

SECTION E - INSPECTION AND ACCEPTANCE

E.1 FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE. (FEB 1998)

E.2 AGAR 452.246-70 INSPECTION AND ACCEPTANCE. (FEB 1988)

E.3 CONTRACTOR’S QUALITY CONTROL PLAN (QCP):

E.4 GOVERNMENT QUALITY ASSURANCE SURVEILLANCE PLAN (QASP)

E.5 INSPECTION AND TESTING PERFORMED BY GOVERNMENT

SECTION F - DELIVERIES OR PERFORMANCE

F.1 SUSPENSIONS FOR OTHER THAN GOVERNMENT’S CONVENIENCE

F.2 FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE. (FEB 1998)

F.3 FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. (APR 1984)

F.4 AGAR 452.236-75 MAXIMUM WORKWEEK - CONSTRUCTION SCHEDULE. (NOV 1996)

F.5 SCHEDULES FOR CONTRACTS

F.6 CONTRACT PERFORMANCE TIME AND REQUIRED RATE OF PROGRESS

SECTION G - CONTRACT ADMINISTRATION DATA

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G.1 ISSUANCE OF ORDERS

G.2 SITE VISITS

G.3 PAYMENT

G.4 UNACCEPTABLE WORK

G.5 DAMAGES

G.6 DESIGNATION OF GOVERNMENT REPRESENTATIVE

G.7 CONTRACTOR’S REPRESENTATIVES

G.8 NOTIFICATION OF SUBCONTRACTING

G.9 NOTICE TO PROCEED

G.10 BONDING REQUIREMENTS

SECTION H - SPECIAL CONTRACT REQUIREMENTS

H.1 EMERGENCY CONTROL – FIRE PLAN

H.2 SAFETY PLAN

H.3 PERSONAL PROTECTIVE EQUIPMENT

H.4 BEAR SAFETY

H.5 CAMPING AND WORKSITE CONDITIONS

H.6 OIL AND HAZARDOUS MATERIALS SPILL CONTINGENCY PLAN

H.7 HAZARDOUS SUBSTANCES

H.8 TRAVEL MANAGEMENT AND MOTORIZED EQUIPMENT

H.9 REGISTER OF WAGE DETERMINATIONS UNDER THE SERVICE CONTRACT LABOR

STANDARDS AND WAGE RATE REQUIREMENTS (CONSTRUCTION)

H.10 CONTRACTOR PERFORMANCE ASSESSMENT SYSTEM (CPARS) PROGRAM

H.11 SUBMITTALS

H.12 VALUE OF GOVERNMENT-FURNISHED PROPERTY

H.13 NOXIOUS WEEDS

H.14 CONTRACTOR’S USE OF EXISTING ROADS

H.15 UTILITY SERVICES

H.16 PHYSICAL DATA

SECTION I - CONTRACT CLAUSES

I.1 FAR 52.252-2 CLAUSES INCORPORATED BY REFERENCE. (FEB 1998)

I.2 FAR 52.215-8 ORDER OF PRECEDENCE - UNIFORM CONTRACT FORMAT. (OCT 1997)

I.3 FAR 52.216-18 ORDERING. (OCT 1995)

I.4 FAR 52.216-19 ORDER LIMITATIONS. (OCT 1995)

I.5 FAR 52.216-22 INDEFINITE QUANTITY. (OCT 1995)

I.6 FAR 52.217-7 OPTION FOR INCREASED QUANTITY - SEPARATELY PRICED LINE ITEM.

(MAR 1989)

I.7 FAR 52.217-8 OPTION TO EXTEND SERVICES. (NOV 1999)

I.8 FAR 52.217-9 OPTION TO EXTEND THE TERM OF THE CONTRACT. (MAR 2000)

I.9 FAR 52.222-35 -- EQUAL OPPORTUNITY FOR VETERANS. (OCT 2015)

I.10 FAR 52.222-36 – EQUAL OPPORTUNITY FOR WORKERS WITH DISABILITIES. (JUL 2014)

North Zone Roads Maintenance & Construction IDIQ Page 4 of 75

I.11 FAR 52.222-42 STATEMENT OF EQUIVALENT RATES FOR FEDERAL HIRES. (MAY 2014)

I.12 FAR 52.225-9 BUY AMERICAN - CONSTRUCTION MATERIALS. (MAY 2014)

I.13 FAR 52.228-13 ALTERNATIVE PAYMENT PROTECTIONS. (JUL 2000)

I.14 FAR 52.232-19 AVAILABILITY OF FUNDS FOR THE NEXT FISCAL YEAR. (APR 1984)

I.15 FAR 52.232-40 PROVIDING ACCELERATED PAYMENTS TO SMALL BUSINESS

SUBCONTRACTORS. (DEC 2013)

I.16 FAR 52.236-1 PERFORMANCE OF WORK BY THE CONTRACTOR. (APR 1984)

I.17 FAR 52.246-20 WARRANTY OF SERVICES. (MAY 2001)

I.18 AGAR 452.215-73 POSTAWARD CONFERENCE. (NOV 1996)

I.19 AGAR 452.216-73 MINIMUM AND MAXIMUM CONTRACT AMOUNTS. (FEB 1988)

I.20 AGAR 452.216-74 CEILING PRICE. (FEB 1988)

I.21 AGAR 452.228-71 INSURANCE COVERAGE. (NOV 1996)

SECTION J - LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

J.1 LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

SECTION K - REPRESENTATIONS, CERTIFICATIONS, AND OTHER STATEMENTS OF OFFERORS

K.1 FAR 52.252-2 CLAUSES INCORPORATIONED BY REFERENCE (FEB 1998)

K.2 AGAR 452.219-70 SIZE STANDARD AND NAICS CODE INFORMATION. (SEP 2001)

K.3 FAR 52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS. (JAN 2017)

K.4 FAR 52.204-19 INCORPORATION BY REFERENCE OF REPRESENTATIONS AND

CERTIFICATIONS. (DEC 2014)

K.5 CONTRACTOR SAFETY PLAN CERTIFICATION (To Be Submitted With Quote.)

K.6 EMPLOYMENT CERTIFICATION (Certification to be submitted with quote.)

SECTION L - INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR RESPONDENTS

L.1 FAR 52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE. (FEB 1998)

L.2 ADDENDUM TO 52.215-1 – INSTRUCTIONS TO OFFERORS – Competitive Acquisition:

L.3 PROPOSAL PREPARATION INSTRUCTIONS:

L.4 FACSIMILE PROPOSALS:

L.5 EMAIL PROPOSALS:

L.6 FAR 52.211-1 AVAILABILITY OF SPECIFICATIONS LISTED IN THE GSA INDEX OF FEDERAL

SPECIFICATIONS, STANDARDS AND COMMERCIAL ITEM DESCRIPTIONS, FPMR PART 101-

29. (AUG 1998)

L.7 FAR 52.211-2 AVAILABILITY OF SPECIFICATIONS, STANDARDS, AND DATA ITEM

DESCRIPTIONS LISTED IN THE ACQUISITION STREAMLINING AND STANDARDIZATION

INFORMATION SYSTEM (ASSIST) (APR 2014)

L.8 FAR 52.216-1 TYPE OF CONTRACT. (APR 1984)

L.9 FAR 52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS-SECONDARY SITE OF THE

WORK. (MAY 2014)

L.10 FAR 52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION. (FEB 1999)

L.11 FAR 52.225-10 NOTICE OF BUY AMERICAN REQUIREMENT - CONSTRUCTION MATERIALS.

(MAY 2014)

L.12 FAR 52.233-2 SERVICE OF PROTEST. (SEP 2006)

North Zone Roads Maintenance & Construction IDIQ Page 5 of 75

L.13 AGAR 452.204-70 INQUIRIES. (FEB 1988)

L.14 AGAR 452.215-72 AMENDMENTS TO PROPOSALS. (FEB 1988)

L.15 AGAR 452.237-71 PRE-BID/PRE-PROPOSAL CONFERENCE. (FEB 1988)

SECTION M - EVALUATION FACTORS FOR AWARD

M.1 FAR 52.252-1 SOLICITATION PROVISIONS INCORPORATED BY REFERENCE (FEB 1998)

M.2 AWARD DETERMINATION:

M.3 EVALUATION FACTORS:

M.4 RELATIVE IMPORTANCE:

North Zone Roads Maintenance & Construction IDIQ Page 6 of 75

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS SCHEDULE OF ITEMS

B.1 NON DISCRIMINATION STATEMENT

The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or part of an individual’s income is derived from any public assistance program. (Not all prohibited bases apply to all programs.)

Persons with disabilities who require alternative means of communication of program information (Braille, large print, audiotape, etc.) should contact USDA’s TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C 20250-9410, or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer.

B.2 ESTIMATED QUANTITY

All quantities listed in the contract schedule are estimates only and do not reflect actual quantities to be ordered over the life of the contract. Actual quantities to be ordered in any given year are dependent on the needs of Forest Service, weather conditions and/or budget. Not all scheduled items may be included on every task order in any given year. Anticipate ordering individual task orders for either service or construction; applicable wage rates will be identified in each task order.

It is anticipated that more than one contract may result from this solicitation. This is a performance based indefinite delivery, indefinite quantity contract (IDIQ). The bid total will be determined for evaluation by taking the quantity times the maximum unit price. This contract has two options which may be exercised by the Government.

Reference FAR 52.216-18, FAR 52.216-19, FAR 52.216-22, and AGAR 452.216-72.

Prices provided are to be the maximum price a contract can offer for those items on a task order. Individual task orders will be issued in accordance with Section G.1. Orders may be issued by fascimile or by electronic commerce methods (email).

NOTES:

1. Unit prices prevail.

2. All Contractors must be registered in the System for Award Management (https:://SAM.gov) to be eligible for award under this solicitation. If not registered by time of proposal evaluations, you will be found non-responsive. This is a free service.

3. Each successful contractor will be guaranteed minimum amount or an award of a task order equaling or exceeding guaranteed minimum amount during the base year only. Option Year renewals do not carry the guaranteed minimum.

4. All contractors being awarded a contract under this anticipated multiple award IDIQ solicitation will be given a fair opportunity to competitively quote on individual task orders. See section G.1 for information on issuance of task orders.

5. Mobilization costs for Construction Schedule Items shall be negotiated when the task order is issued, a blank line item will be added to the task order for the contractor to provide mobilization cost. For Service Schedule Items the cost for mobilization and move between job locations will be considered incidental to the ordered work, therefore the Contractor must consider this expense in the pricing.

North Zone Roads Maintenance & Construction IDIQ Page 7 of 75

6. Pay Items 204(01) and 204(02) shall include loading, hauling, and initial placement of the specified material.

Cost of the material shall be paid for under other pay items.

7. Pay Item 251(01) and 251(02) involves final placement only. Any materials will be Government-furnished.

8. Pay Item 301(01) involves final placement only. Any materials will be Government-furnished.

9. Pay Item 301(02) involves Contractor furnished (includes cost of aggregate) and final placement of materials.

10. Pay Item 301(15) involves Contractor furnished (includes cost of pit run) and final placement of materials.

11. Pay Item 301(16) involves final placement only. Any materials will be Government-furnished.

12. Pay Items 602(01) thru 602(06) assume excavation achievable with a backhoe or track hoe. Solid material requiring the use of hydraulic hammers or blasting will be covered separately. Imported backfill material will also be covered separately, under Pay Item 301(02) or other Pay Items, as determined by the CO.

13. Pay Items 850(01) and 860(01) covers all aspects of maintenance required by Special Project Specification 850 and 860, including drainage maintenance.

14. Temporary traffic control for all Pay Items shall be considered incidental.

15. Unit Definitions:

• AQ – Actual Quantity

• EA- Each

• LS – Lump Sum

• SY- Square Yard

• MOM – Method of Measure

• Est. Qty – Estimated Quantity

16. Proposals shall be valid for 60 days after the date of receipt for the solicitation. If additional time is needed, an extension will be requested. Refer to Section L for instructions on preparing your proposal and pricing.

Item No. Description MOM Unit Est.

Qty.

Unit Price Total Price

Mob

Mobilization – Estimate to Mobilize to FSR 205 – 19 miles West of Meeteetse WY to replace a 14’ culvert on a native service road.

This is for evaluation purposes only.

LS LS 1 $ $

North Zone Roads Maintenance & Construction IDIQ Page 8 of 75

B.3 SCHEDULE OF ITEMS

Note: C = Construction Item -DBA rates apply, S = Service Item-SCA rates apply.

BASE YEAR – AWARD THROUGH 4/30/2018

Item No. Description MOM Unit Est.

Qty

Unit Price

Total Price

S-157(02) Soil Erosion Control- Wattles AQ LF 50 $ $

S-157(03) Soil Erosion Control- Silt Fence AQ LF 50 $ $

S-157(15) Temporary Seeding - Government Furnished seed. AQ SY 20 $ $

S-202(09) Cutting and Disposal of Roadway Vegetation. Diameter 6” to 12” AQ Each 1 $ $

S-202(10) Cutting and Disposal of Roadway Vegetation. Diameter 12” to 24” AQ Each 1 $ $

S-202(11) Cutting and Disposal of Roadway Vegetation. Diameter greater than 24” AQ Each 1 $ $

C-203(01) Removal of Existing Culverts AQ Each 1 $ $

S-204(01) Load, Haul, and Place Material - Fully loaded 10-12 CY end dump AQ Mile 100 $ $

S-204(02) Load, Haul, and Place Material - Fully loaded 20-22 CY belly dump AQ Mile 100 $ $

C-204(03) Drainage Excavation, Type Rolling Dip AQ Each 2 $ $

C-204(04) Drainage Excavation, Type Waterbar AQ Each 5 $ $

C-204(05) Armored Stream Crossing Excavation AQ Each 2 $ $

C-204(06) Road Bed Excavation AQ CY 50 $ $

C-204(07) Drainage Excavation, Leadoff Ditch AQ LF 20 $ $

C-207(01) Earthwork Geotextile, Type II -A AQ SY 60 $ $

C-211(01) Road Obliteration, Method 1 AQ LF 500 $ $

C-211(02) Road Obliteration, Method 2 AQ LF 1000 $ $

C-211(03) Road Obliteration, Method 3 AQ LF 5000 $ $

S-251(01) Machine Placed Riprap Class 4 - Government Furnished AQ CY 20 $ $

S-251(02) Boulder Placement - Government Furnished AQ Each 5 $ $

C-301(01) Aggregate base, compaction method A -Government Furnished AQ CY 40 $ $

C-301(02) Aggregate base, grading WYDOT W, compaction method A AQ CY 40 $ $

North Zone Roads Maintenance & Construction IDIQ Page 9 of 75

BASE YEAR – AWARD THROUGH 4/30/2018

Item No. Description MOM Unit Est.

Qty Unit Price

Total Price

C-301(15) Type Pit Run, Maximum Particle size 4”, compaction method A (commercial source)

AQ CY 20 $ $

C-301(16) Type Pit Run, Maximum Particle size 4”, compaction method A - Government Furnished.

AQ CY 20 $ $

S-303(01) Culvert Cleaning AQ Each 1 $ $

S-303(02) Cattleguard Cleaning AQ Each 1 $ $

S-303(03) Road Reconditioning, roadbed AQ LF 100 $ $

C-602(01)

Installation of 18-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline.

AQ LF 30 $ $

C-602(02)

Installation of 24-inch diameter corrugated metal pipe 0.064” thickness, max. burial depth 5 feet below road surface at centerline.

AQ LF 30 $ $

C-602(03)

Installation of 36-inch diameter corrugated metal pipe 0.064”

C-602(04)

Installation of 18-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline - Government Furnished Culvert

AQ LF 30 $ $

C-602(05)

Installation of 24-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline - Government Furnished Culvert

AQ LF 30 $ $

C-602(06)

Installation of 36-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline - Government Furnished Culvert

AQ LF 30 $ $

C-619(01) Furnish and install H-Brace panel AQ Each 2 $ $

S-633(01) Remove Sign (Include disposal of sign and Post off government property)

AQ Each 1 $ $

C-633(02) Install or Replace Single Post and Sign - Government Furnished (sign only)

North Zone Roads Maintenance & Construction IDIQ Page 10 of 75

BASE YEAR – AWARD THROUGH 4/30/2018

Item No. Description MOM Unit Est.

Qty Unit Price

Total Price

C-633(03) Install or Replace Double Post and Sign - Government Furnished (sign

C-650(01) Furnish and install Road Closure - Device, Type 1, Size 14’ AQ Each 1 $ $

C-650(02) Furnish and install Road Closure - Device, Type 2, Size 14’ AQ Each 1 $ $

C-650(03) Install Road Closure - Devise, size 16’ Government Furnished AQ Each 1 $ $

C-650(04) Install V-Horse Gate AQ Each 1 $ $

S-850(01) Road Maintenance Level 2 Roads AQ Mile 30 $ $

S-850(02) Road Maintenance with Mini Excavator AQ Mile 10 $ $

S-860(01) Road Maintenance Level 3-4 Roads AQ Mile 50 $ $

TOTAL BASE YEAR $

OPTION YEAR ONE – 5/1/2018 THROUGH 4/30/2019

Item No. Description MOM Unit Est.

Qty

Unit Price

Total Price

S-157(02) Soil Erosion Control- Wattles AQ LF 50 $ $

S-157(03) Soil Erosion Control- Silt Fence AQ LF 50 $ $

S-157(15) Temporary Seeding - Government Furnished seed. AQ SY 20 $ $

S-202(09) Cutting and Disposal of Roadway Vegetation. Diameter 6” to 12” AQ Each 1 $ $

S-202(10) Cutting and Disposal of Roadway Vegetation. Diameter 12” to 24” AQ Each 1 $ $

S-202(11) Cutting and Disposal of Roadway Vegetation. Diameter greater than 24” AQ Each 1 $ $

C-203(01) Removal of Existing Culverts AQ Each 1 $ $

S-204(01) Load, Haul, and Place Material - Fully loaded 10-12 CY end dump AQ Mile 100 $ $

S-204(02) Load, Haul, and Place Material - Fully loaded 20-22 CY belly dump AQ Mile 100 $ $

C-204(03) Drainage Excavation, Type Rolling Dip AQ Each 2 $ $

C-204(04) Drainage Excavation, Type Waterbar AQ Each 5 $ $

C-204(05) Armored Stream Crossing Excavation AQ Each 2 $ $

C-204(06) Road Bed Excavation AQ CY 50 $ $

C-204(07) Drainage Excavation, Leadoff Ditch AQ LF 20 $ $

North Zone Roads Maintenance & Construction IDIQ Page 11 of 75

OPTION YEAR ONE – 5/1/2018 THROUGH 4/30/2019

Item No. Description MOM Unit Est.

Qty Unit Price

Total Price

C-207(01) Earthwork Geotextile, Type II -A AQ SY 60 $ $

C-211(01) Road Obliteration, Method 1 AQ LF 500 $ $

C-211(02) Road Obliteration, Method 2 AQ LF 1000 $ $

C-211(03) Road Obliteration, Method 3 AQ LF 5000 $ $

S-251(01) Machine Placed Riprap Class 4 - Government Furnished AQ CY 20 $ $

S-251(02) Boulder Placement - Government Furnished AQ Each 5 $ $

C-301(01) Aggregate base, compaction method A - Government Furnished AQ CY 40 $ $

C-301(02) Aggregate base, grading WYDOT W, compaction method A AQ CY 40 $ $

C-301(15) Type Pit Run, Maximum Particle size 4”, compaction method A (commercial source)

AQ CY 20 $ $

C-301(16) Type Pit Run, Maximum Particle size 4”, compaction method A - Government Furnished.

AQ CY 20 $ $

S-303(01) Culvert Cleaning AQ Each 1 $ $

S-303(02) Cattleguard Cleaning AQ Each 1 $ $

S-303(03) Road Reconditioning, roadbed AQ LF 100 $ $

C-602(01)

Installation of 18-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline.

AQ LF 30 $ $

C-602(02)

Installation of 24-inch diameter corrugated metal pipe 0.064”

Installation of 36-inch diameter corrugated metal pipe 0.064”

C-602(04)

Installation of 18-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline - Government Furnished Culvert

AQ LF 30 $ $

C-602(05)

Installation of 24-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline - Government Furnished Culvert

North Zone Roads Maintenance & Construction IDIQ Page 12 of 75

OPTION YEAR ONE – 5/1/2018 THROUGH 4/30/2019

Item No. Description MOM Unit Est.

Qty Unit Price

Total Price

C-602(06)

Installation of 36-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline - Government Furnished Culvert

AQ LF 30 $ $

C-619(01) Furnish and install H-Brace panel AQ Each 2 $ $

S-633(01) Remove Sign (Include disposal of sign and Post off of government

Install or Replace Single Post and Sign - Government Furnished (sign only)

AQ Each 1 $ $

C-633(03) Install or Replace Double Post and

Device, Type 1, Size 14’ AQ Each 1 $ $

C-650(02) Furnish and install Road Closure - Device, Type 2, Size 14’ AQ Each 1 $ $

C-650(03) Install Road Closure - Devise, size 16’ Government Furnished AQ Each 1 $ $

C-650(04) Install V-Horse Gate AQ Each 1 $ $

S-850(01) Road Maintenance Level 2 Roads AQ Mile 30 $ $

S-850(02) Road Maintenance with Mini Excavator AQ Mile 10 $ $

S-860(01) Road Maintenance Level 3-4 Roads AQ Mile 50 $ $

TOTAL OPTION YEAR ONE $

OPTION YEAR TWO– 5/1/2019 THROUGH 4/30/2020

Item No. Description MOM Unit Est.

Qty

Unit Price

Total Price

S-157(02) Soil Erosion Control- Wattles AQ LF 50 $ $

S-157(03) Soil Erosion Control- Silt Fence AQ LF 50 $ $

S-157(15) Temporary Seeding - Government Furnished seed. AQ SY 20 $ $

S-202(09) Cutting and Disposal of Roadway Vegetation. Diameter 6” to 12” AQ Each 1 $ $

S-202(10) Cutting and Disposal of Roadway Vegetation. Diameter 12” to 24” AQ Each 1 $ $

S-202(11) Cutting and Disposal of Roadway Vegetation. Diameter greater than 24” AQ Each 1 $ $

C-203(01) Removal of Existing Culverts AQ Each 1 $ $

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OPTION YEAR TWO– 5/1/2019 THROUGH 4/30/2020

Item No. Description MOM Unit Est.

Qty Unit Price

Total Price

S-204(01) Load, Haul, and Place Material - Fully loaded 10-12 CY end dump AQ Mile 100 $ $

S-204(02) Load, Haul, and Place Material - Fully loaded 20-22 CY belly dump AQ Mile 100 $ $

C-204(03) Drainage Excavation, Type Rolling Dip AQ Each 2 $ $

C-204(04) Drainage Excavation, Type Waterbar AQ Each 5 $ $

C-204(05) Armored Stream Crossing Excavation AQ Each 2 $ $

C-204(06) Road Bed Excavation AQ CY 50 $ $

C-204(07) Drainage Excavation, Leadoff Ditch AQ LF 20 $ $ C-207(01) Earthwork Geotextile, Type II -A AQ SY 60 $ $ C-211(01) Road Obliteration, Method 1 AQ LF 500 $ $

C-211(02) Road Obliteration, Method 2 AQ LF 1000 $ $

C-211(03) Road Obliteration, Method 3 AQ LF 5000 $ $

S-251(01) Machine Placed Riprap Class 4 - Government Furnished AQ CY 20 $ $

S-251(02) Boulder Placement - Government Furnished AQ Each 5 $ $

C-301(01) Aggregate base, compaction method A -Government Furnished AQ CY 40 $ $

C-301(02) Aggregate base, grading WYDOT W, compaction method A AQ CY 40 $ $

C-301(15) Type Pit Run, Maximum Particle size 4”, compaction method A (commercial source)

AQ CY 20 $ $

C-301(16) Type Pit Run, Maximum Particle size 4”, compaction method A - Government Furnished.

AQ CY 20 $ $

S-303(01) Culvert Cleaning AQ Each 1 $ $

S-303(02) Cattleguard Cleaning AQ Each 1 $ $

S-303(03) Road Reconditioning, roadbed AQ LF 100 $ $

C-602(01)

Installation of 18-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline.

AQ LF 30 $ $

C-602(02)

Installation of 24-inch diameter corrugated metal pipe 0.064”

Installation of 36-inch diameter corrugated metal pipe 0.064”

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OPTION YEAR TWO– 5/1/2019 THROUGH 4/30/2020

Item No. Description MOM Unit Est.

Qty Unit Price

Total Price

C-602(04)

Installation of 18-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline - Government Furnished Culvert

AQ LF 30 $ $

C-602(05)

Installation of 24-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline - Government Furnished Culvert

AQ LF 30 $ $

C-602(06)

Installation of 36-inch diameter corrugated metal pipe, 0.064” thickness, max. burial depth 5 feet below road surface at centerline - Government Furnished Culvert

AQ LF 30 $ $

C-619(01) Furnish and install H-Brace panel AQ Each 2 $ $

S-633(01) Remove Sign (Include disposal of sign and Post off government

Install or Replace Single Post and Sign - Government Furnished (sign only)

AQ Each 1 $ $

C-633(03) Install or Replace Double Post and

Device, Type 1, Size 14’ AQ Each 1 $ $

C-650(02) Furnish and install Road Closure - Device, Type 2, Size 14’ AQ Each 1 $ $

C-650(03) Install Road Closure - Devise, size 16’ Government Furnished AQ Each 1 $ $

C-650(04) Install V-Horse Gate AQ Each 1 $ $ S-850(01) Road Maintenance Level 2 Roads AQ Mile 30 $ $

S-850(02) Road Maintenance with Mini Excavator AQ Mile 10 $ $

S-860(01) Road Maintenance Level 3-4 Roads AQ Mile 50 $ $

TOTAL OPTION YEAR TWO $

TOTAL ESTIMATE BASE AND ALL OPTION YEARS $

North Zone Roads Maintenance & Construction IDIQ Page 15 of 75

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 SCOPE OF CONTRACT

The contract is a performance based Indefinite Delivery Indefinite Quantity (IDIQ) Contract for road maintenance, road decommissioning, and construction and related services. Work may be performed at any location within the North Zone (Wapiti, Greybull, and Clarks Fork Ranger Districts) of the Shoshone National Forest. Work includes maintenance, general road, bridge, and structure work.

• Road: Work includes maintenance, repair and reconstruction of native surface, gravel or paved roads;

minor culvert installation; pit run and aggregate base installation; road repair due to damage from human or natural causes; construction of drainage dips and boulder placement.

• Road decommissioning: Work includes de-compaction, partial or full re-contour to restore the roadway to a hydrological stable condition; removal of drainage structures and associated fill to restore site to natural contour; work may include excavation of stream channels without drainage structures; and the construction of waterbars.

• Bridge: Work includes installation of riprap.

• Related work includes signs; closure devices such as gates and cattleguard cleaning.

• Campgrounds: maintaining roads in the project area to prevent rutting, maintaining road prism and drain structures, placement of boulders, and road and spur improvements in campgrounds.

C.2 PROJECT LOCATION

Each task order will identify a project specific location. Work may be performed at any location within the boundaries of the North Zone of the Shoshone National Forest. The Shoshone National Forest is located in Northwest Wyoming.

C.3 CONTRACT DEFINITIONS

C.3.1 Acceptable Quality Level: The allowable leeway or variance from a standard before the government will reject the specific service. An AQL does not say that the contractor may knowingly offer defective service. It implies that the government recognizes that defective performance sometimes happens unintentionally. As long as the percent of defective performance does not exceed the AQL, the service will not be rejected by the government.

The contractor, however, must re-perform the defective service when possible.

C.3.2 Biobased Products: The procurement of biobased products is established in section 9002 of FSRIA and EO 13423. In addition to the biobased products designated by the U.S. Department of Agriculture in the BioPreferred Program, the Contractor is encouraged to use other Environmentally Preferable Products (EPP). The Contractor shall comply with the provision at FAR 52.223-1, Biobased Product Certification. The Contractor shall comply with the clause at FAR 52.223-2, Affirmative Procurement of Biobased Products Under Service and Construction Contracts. (Also see Sustainable Acquisitions.)

C.3.3 Contract Time: See Period of Performance

C.3.4 Contracting Officer (CO): Individual with authority to bind the government with their signature on the contract.

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C.3.5 Contracting Officer Representative (COR): Individual(s) designated to act on the behalf of the CO within the delegation given to them in writing.

C.3.6 Environmentally Preferable Products (EPP): Environmentally preferable products are products or services that have a lesser or reduced effect on human health and the environment when compared with competing products or services that serve the same purpose. This comparison may consider raw materials acquisition, production, manufacturing, packaging, distribution, reuse, operation, maintenance, or disposal of the products or services. Examples of EPP include cleaning products that are non-toxic, non-volatile, and biodegradable; paint with no or low volatile organic compounds; and d100 percent post-consumer paper that is not chemically de-inked and is process chlorine free. This program is managed by EPA which maintains a database of products and specifications defined by Federal, state, and local agencies, and other nations. The database can be found at www.epa.gov/epp.

C.3.7 Period of Performance: (also Performance period or Contract Time). All calendar days allowed for completion of contract work. Includes all days of the week including weekends and holidays.

C.3.8 Quality Assurance. Those actions taken by the government to check goods or services to determine that they meet the requirements of the Statement Of Work (SOW).

C.3.9 Quality Assurance Surveillance Plan. An organized written document used for quality assurance surveillance. The document contains information about how the government will assess performance, checklists, and may contain decision tables.

C.3.10 Quality Control. Those actions taken by a contractor to control the production of goods or services so that they will meet the requirements of the SOW. Refer to FAR 52.246-4 Inspection of Services -- Fixed-Price (Aug.

1996) for services and FAR 52.246-12 Inspection of Construction (Aug. 1996) for construction.

and Contractors Quality Control Plan as described in Section E.

C.3.11 Quality Control Plan. Contractors plan for self-monitoring work prior to Government inspection and acceptance. See Section E.3.

C.3.12 Random Sampling. A method of looking at a few individual items in a lot to determine the quality of that lot against a standard.

C.3.13 Sustainable Acquisitions (FAR Part 23.4 – Use of Recovered Materials and Biobased Products)

C.3.13.1 Biobased Products: Managed by the U.S. Department of Agriculture (USDA), the goal of the BioPreferred program is to increase the purchase and use of biobased products. The BioPreferred program was created by the 2002 Farm Bill and reauthorized and expanded as part of the Agricultural Act of 2014 (the 2014 Farm Bill). The program's purpose is to spur economic development, create new jobs and provide new markets for farm commodities. The increased development, purchase, and use of biobased products reduce our nation's reliance on petroleum, increase the use of renewable agricultural resources, and contribute to reducing adverse environmental and health impacts. Information on biobased/biopreferred products can be found at the BioPreferred Site . The Contractor shall comply with the clause at FAR 52.223-2, Affirmative Procurement of Biobased Products Under Service and Construction Contracts and the provision at FAR 52.223-1, Biobased Product Certification.

C.3.13.2 EPA-designated items: Products that are or can be made with recovered material. The Comprehensive Procurement Guideline (CPG) program is part of EPA's continuing effort to promote the use of materials recovered from solid waste. Buying recycled-content products ensures that the materials collected in recycling programs will be used again in the manufacture of new products.

http://www.biopreferred.gov/BioPreferred/faces/pages/AboutBioPreferred.xhtml http://www.gpo.gov/fdsys/pkg/BILLS-113hr2642enr/pdf/BILLS-113hr2642enr.pdf http://www.biopreferred.gov/BioPreferred/ http://www.epa.gov/epawaste/conserve/tools/cpg/index.htm

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C.3.14 Service (Acceptable). A job performed to the standard and within the acceptable quality level. The contractor must do the specific job, and meet the standard, and meet the acceptable quality level before one can say that performance has been acceptable and that he/she should be paid.

C.3.15 Standard. An acknowledged measure of comparison.

C.3.16 Technical Definitions. Included in FP03 and Addendum to Standard Specifications and Supplemental Specifications.

C.4 GOVERNMENT-FURNISHED PROPERTY/MATERIALS

Any property that will be furnished by the Government will be identified on the task order to include their cost for Wyoming State Tax purposes. (See H.12)

C.5 CONTRACTOR-FURNISHED PROPERTY/MATERIALS

C.5.1 Contractor Furnished Items: Unless otherwise specified herein, the Contractor shall provide all labor, supervision, transportation, materials, and equipment necessary to perform the work as described herein.

C.5.2 Security of Materials: The Contractor may leave their equipment and Government-furnished property/materials at the work site. The Contractor shall be responsible for the Contractor's equipment and Government-furnished property/materials if it should be lost, stolen or damaged.

C.6 CONSTRUCTION STAKES, LINES, AND GRADES

C.6.1 Unless a Pay Item for Construction Staking is included in the Schedule of Items, the Government will set initial construction stakes establishing lines, slopes, and continuous control points, reference lines, and bench marks for other structures and improvements and will furnish the Contractor with all necessary information relating to lines, slopes, and grades.

C.6.2 These stakes and control points shall constitute the field control from which the Contractor shall establish other necessary controls and execute the work. The Contractor shall furnish, without additional compensation, all additional stakes, all templates, batter boards, and other materials and supplies necessary for marking and maintaining points and lines established. If any construction control points have been destroyed or displaced or are erroneous, the Contractor shall promptly notify the COR.

C.6.3 The Contractor is responsible for the preservation of all stakes and control points. The cost of replacing them will be charged to the Contractor when destroyed due to Contractor’s negligence or operation.

C.6.4 In the case of alterations which involve any changes in construction staking, the Contractor shall cooperate with the Contracting Officer and facilitate the prompt re-establishment of the field control for the altered or adjusted work.

C.7 SUPERINTENDENCE OF THE WORK

A working (English literate) supervisor, who is knowledgeable and experienced in the required work and supervision, shall be provided for each crew and is required to stay with the crew while work is in progress.

C.8 WORK PLAN AND SCHEDULE

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C.8.1 The Contractor shall provide a work plan and schedule for each task order issued that demonstrates how the work will be completed and in what time frame at the pre-work meeting. Work shall not start until the work plan and schedule is approved by the CO.

C.8.2 The Work Plan shall describe how the Contractor plans to perform the project, such as methodology and equipment that will be utilized. The work plan shall include a list of all employees/personnel working on the contract identifying each by their Occupational Code/ Job Title for work as it applies to this contract under the applicable Service Contract Act wage rate or Construction Wage Rate (formerly known as Davis-Bacon Wage Rate). Work Plans shall be provided for each task order at the pre-work meeting and be updated whenever any personnel changes occur. All Subcontractors must also provide a list of all employees/personnel working on the contract identifying each by their Occupational Code/ Job Title as it applies to this contract under the applicable Service Contract Act Wage Rate or Construction Wage Rate.

C.9 SITE VISIT

If a formal site visit is planned before a task order is due, it will be noted in the request. (See G.2) This information will include the date, time, and meeting place for the site visit as well as any instruction regarding RSVP, types of vehicle that may be necessary for traversing the area, name and phone number of Government contact.

C.10 START WORK AND PERIOD OF PERFORMANCE

C.10.1 The estimated start work date and completion schedule will be identified on each task order. Unless otherwise agreed, this schedule will be the contract time for the task order.

C.10.2 The IDIQ Contract Periods are:

Base Year = Award – 4/30/2018 Option Year 1 = 5/1/2018 – 4/31/2019 Option Year 2 = 5/1/2019 – 4/31/2020

C.11 CONFORMITY WITH DRAWINGS AND SPECIFICATIONS

Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the drawings, or indicated in the specifications, or designated on the ground. “Reasonably close conformity” is in compliance with reasonable and customary manufacturing and construction tolerances.

C.12 STANDARD SPECIFICATIONS

C.12.1 "Standard Specifications for Construction of Roads & Bridges of Federal Highway Projects" (FP-03, U.S.

Customary Units) are included in this solicitation by reference only. The requirements contained in these Specifications are hereby made a part of this solicitation and any resultant contract.

Copies of the "Standard Specifications for Construction of Roads & Bridges on Federal Highway Projects", (FP-03, U.S. Customary Unit), are available from the SUPERINTENDENT OF DOCUMENTS, U.S. GOVERNMENT PRINTING OFFICE, P.O. BOX 371954, PITTSBURGH, PA 15250-7954. The stock number to order is Stock Number 001-001-00660-6. Call (202) 512-1800 for the current price and to place telephone orders. You can FAX orders to (202) 512-2250. Credit card orders will be accepted.

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Electronic versions of the "Standard Specifications for Construction of Roads & Bridges on Federal Highway Projects" FP-03, U.S. Customary Unit, are available on the U.S. DEPARTMENT OF TRANSPORTATION Federal Highways Administration website at https://flh.fhwa.dot.gov/resources/specs/fp-03/.

C.12.2 “Sign Installation Guide” , USDA Forest Service, Technology & Development Program, 7100- Engineering, March 2010, 7071-2812-MTDC. The requirements contained in these Specifications are hereby made a part of this solicitation and any resultant contract.

C.13 ADDENDUMS TO STANDARD SPECIFICATIONS

Addendums to the standard specifications and supplemental specifications can be found in Section J as Attachments 1 and 2.

C.14 AGAR 452.211-72 STATEMENT OF WORK/SPECIFICATIONS. (FEB 1988)

The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in Section J.

(End of Clause)

C.15 AGAR 452.211-73 ATTACHMENTS TO STATEMENTS OF WORK/SPECIFICATIONS. (FEB

1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

(End of Clause) https://flh.fhwa.dot.gov/resources/specs/fp-03/

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C.16 PERFORMANCE REQUIREMENTS SUMMARY (ACCEPTABLE QUALITY LEVEL).

The following describes the major items in the contract with the incentives and deductions for the work described. Items below are included here as requirements.

Description Major Minor Allowable Defects Required Action Defect Defect Major Minor Major Minor

Surface Irregularities (Level 4&5)

Potholes greater than 2" deep and 1 foot in any direction

Potholes 2" or less deep and 1 foot or less in any direction

1 per mile

5 per mile

Rework if greater than 1 major defects

Rework if greater than 5 minor defects

Washboards greater than 1" deep exceeding 20 feet in any direction

Washboards 1” or less deep and not exceeding 20 feet in any direction

0 per mile

5 per mile Rework

Rework if greater than 5

Surface Irregularities (Level 3)

Potholes greater than 2" deep and 1 foot in any direction

Potholes 2” or less deep and 1 foot or less in any direction

1 per mile

10 per mile

Rework if greater than 10 major defects

Rework if greater than 10

Washboards greater than 1" deep exceeding 20 feet in any direction

Washboards less than 1" deep and not exceeding 20 feet in any direction

0 per mile

10 per mile Rework

Surface Irregularities (Level 2)

Potholes greater than 3" deep and 1 foot in any direction

Potholes 3” or less deep and 1 foot or less in any direction

1 per mile

10 per mile

Rework if greater than 1 major defects

Road Cross Section (Level 4&5)

Washboards greater than 1" deep exceeding 20 feet in any direction

Washboards less than 1" deep and not exceeding 20 feet in any direction

0 1 per mile Rework Rework if greater than 1 minor defects

Road Cross Section (Level 3)

Crown or Cross Slope is not uniform and does not drain as specified on more than 250' of surface per mile

Crown or Cross Slope is not uniform and does not drain as specified on less than 250' of surface per mile

0 1 per mile Rework Rework if greater than 1

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Description Major Minor Allowable Defects Required Action Defect Defect Major Minor Major Minor

Road Cross Section (Level 2)

Road surface does not drain properly and causes erosion, or obstructs high clearance vehicles

Road surface does not drain properly, but does not cause erosion 50 feet per 1000 feet.

1 per feet

Rework Rework if greater than 1

Oversized Material (Level 3&4 aggregate surfaced roads)

Material greater than 3" diameter remaining on the road surface

Material less than 3" diameter remaining on the road surface and traffic safety is not compromised 1 per 1000 feet

1 per feet

Rework

Oversized Material (Level 2)

Objects in traveled way that obstruct high clearance vehicles

Debris in traveled way that may impede high clearance vehicles

0 0 per unit Rework Rework if greater than 0 minor defects

Aggregate Surface Quality

Gradation of surface aggregate is degraded by more than 10

Gradation of surface aggregate is degraded by less than 10 %

50 per feet

Rework Rework if greater than 1 minor defects

A loss of more than 10 CY/mile

A loss of less than 10 CY/mile 0 1 per mile Replace or recover lost material

Accept the loss of material surfacing is segregated over more than a 100 square yard area per 1000 linear feet of road and traffic safety is compromised surfacing is segregated over less than a 100 square yard area per 1000 linear feet of road and traffic safety is not compromised

0 N/A Rework Accept the loss of surface quality

Backslopes Undercut backslope will result in destabilization of slope

Undercut backslope will not result in destabilization of slope

10 feet per feet

Repair and Stabilize Revegetate if greater than 1 minor defects

Compaction Visible displacement occurs under hauling or spreading equipment

N/A 0 NA Rework N/A

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Description Major Minor Allowable Defects Required Action Defect Defect Major Minor Major Minor

Ditches and Road Drainage Structures

Impeded flow or water diverted out of drainage structures

< 20% impeded, but water will stay in the channel 0

20 feet per feet

Rework Rework if greater than 1 minor defects

Unpaved Shoulders (Level 3, 4, & 5)

Elevation difference between pavement and shoulder is greater than 1"

Elevation difference between pavement and shoulder is less than 1"

50 feet per feet

Rework

Does not drain away from pavement

Does not drain away from pavement 0 0 Rework Rework

Working outside of project limits Area contains invasive weeds N/A 0 N/A

Repair and treat affected areas as directed by the Contracting Officer

N/A

Debris on Road (ML 4-5) Any debris in traveled way N/A 0 NA Rework N/A

Debris on Road

(ML 3)

Debris in traveled way that may impede traffic.

Debris in traveled way that may slow traffic. 0

1 per feet

Rework

Debris on Road

(ML 2)

Objects in traveled way that obstruct high clearance vehicles

Debris in traveled way that may impede high clearance vehicles

0 0 Rework Rework

Removed culvert or pieces left on National Forest System Lands

Culvert or pieces of culvert left on National Forest System Lands

NA 0 NA

Remove from National Forest System Lands

NA

Water Bars and Cross Ditches

More than 10% deviation from original lines and grades

10% or less deviation from original lines and grades. 0

1 per feet

Rework Rework if greater than 1 minor defect

North Zone Roads Maintenance & Construction IDIQ Page 23 of 75

Description Major Minor Allowable Defects Required Action Defect Defect Major Minor Major Minor

Blocked Culverts Greater than 20 % of end area blocked

20% or less of end area blocked 0 1 per each Rework Rework if greater than 1 minor defects

Damaged Culvert Inlet/outlets

Greater than 20 % of end area crushed or out of shape

20% or less of end area crushed or out of shape 0 1 per each Rework Rework or replace if greater than 1 minor defects

Culvert Size

Culvert is smaller than the designated diameter shown on the drawings

NA 0 NA

Remove culvert and replace with designated size

NA

Culvert is shorter than the designated length shown on the drawings

Culvert is longer than the designated length shown on the drawings

0 0 Replace or add section to fit geometry of road

Remove excess culvert and treat end cut, or harden fill slope to prevent erosion and pay for order length

Culvert grade and alignment

More than 10% deviation from original lines and grades

10% or less deviation from original lines and grades 0 1 per 10 items Remove and replace culvert

Remove and replace if drainage flow is impeded

Sag or depression in road after placement of culvert and backfill material

Greater than 2 inch depression in traveled way

2 inches or less depression in traveled way 0 1 per unit

Furnish, place and compact designated material to repair

Repair if greater than 1 minor defects

Impeded flow for ditches, inlet/outlet channels, and catch basins water will be diverted out of the drainage structure or system

< 20% impeded, but water will stay in the channel. 0

1 per feet

Rework Rework if greater than 1 minor defects

Vegetation

Woody vegetation within 5 feet of the inlet end of drainage structures or in ditches that interferes with flow low growing vegetation within 5 feet of inlet end of drainage structures or in ditches that does not interfere with flow

0 N/A Remove Leave in place

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Description Major Minor Allowable Defects Required Action Defect Defect Major Minor Major Minor

Cattleguard Vaults and Drainage

Greater than 20% of the vault is full or drainage is impeded.

20% or less of the vault is full and drainage is not impeded.

0 1 per unit Clean Repair if greater than 1 minor defects

Debris produced by Service Provider operations.

Debris left on road or placed in drainage structures. N/A 0 N/A Remove from road or drainage N/A

Sign Materials Signs, posts and other materials do not meet applicable standards

N/A 0 N/A Reject and replace NA

Sign Installation Not installed according to applicable standards N/A 0 N/A Reject and replace N/A

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C.17 SUSTAINABLE ACQUISITIONS

C.17.1 The Contractor shall comply with the Agricultural Act of 2014; the Food, Conservation and Energy Act of 2008 (FCEA), 7 U.S.C. 8102; the Farm Security and Rural Investment Act of 2002 (FSRIA), 7 U.S.C. 8102; the Federal Acquisition Regulation; Executive Order (EO) 13514, “Federal Leadership in Environmental, Energy and Economic Performance,” dated October 5, 2009; EO 13423, “Strengthening Federal Environmental, Energy, and Transportation Management,” dated January 24, 2007; and Presidential Memorandum, “Driving Innovation and Creating Jobs in Rural America through Biobased and Sustainable Product Procurement,” dated February, 2012 to provide biobased products.

C.17.2 In the…