Road_Maint_2013-2016__RFP.pdf

SOLICITATION, OFFER AND AWARD 1.THIS CONTRACT IS A RATED ORDER RATING PAGE OF

UNDER DPAS (15 CFR 700) 01 121 PAGES

2. CONTRACT NUMBER 3. SOLICITATION NUMBER 4. TYPE OF SOLICITATION 5. DATE ISSUED 6. REQUISITION/PURCHASE

AG-05G2-S-13-0007

SEALED BID (IFB)

03/25/2013

NUMBER

NEGOTIATED (RFP)

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

Northwest Contracting Area

Olympic National Forest

1835 Black Lake Blvd., Suite A

Olympia, WA 98512

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

SOLICITATION

9. Sealed offers in original and 0 copies for furnishing the supplies or services in the Schedule will be received at the place specified in Item 8, or if handcarried, in the depository located in Supervisor’s Office until 4:30 p.m. local time APR. 26, 2013

(Hour) (Date) 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.

10. FOR

INFORMATION

A. NAME

B. TELEPHONE NO. (NO COLLECT

CALLS)Area Code/Number/Extension

C. E-MAIL ADDRESS

CALL: Miley Sutherland (360) 956-2471 msutherland@fs.fed.us

11. TABLE OF CONTENTS

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

PART I - THE SCHEDULE PART II - CONTRACT CLAUSES

X A SOLICITATION/CONTRACT FORM X I CONTRACT CLAUSES

X B SUPPLIES OR SERVICES AND PRICES/COSTS PART III - LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACH.

X C

DESCRIPTION/SPECS./WORK/STATEMENT X J LIST OF ATTACHMENTS

D PACKAGING AND MARKING PART IV - REPRESENTATIONS AND INSTRUCTIONS

X E

INSPECTION AND ACCEPTANCE

X

K REPRESENTATIVES, CERTIFICATIONS AND

X F

DELIVERIES OR PERFORMANCE OTHER STATEMENTS OF OFFERORS

X G CONTRACT ADMINISTRATION DATA X L INSTRS., CONDS., AND NOTICES TO OFFERORS

X H

SPECIAL CONTRACT REQUIREMENTS X

M EVALUATION FACTORS FOR AWARD

OFFER (Must be fully completed by offeror)

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

12. In compliance with the above, the undersigned agrees, if this offer is accepted within 60 calendar days (60 calendar days unless a different period is inserted 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 it em , delivered at t he designat ed po in t (s), w it h in t he t im e specif ied in t he schedule.

13. DISCOUNT FOR PROMPT PAYMENT 10 CALENDAR DAYS 20 CALENDAR DAYS 30 CALENDAR DAYS CALENDAR DAYS

(See Section I, Clause No. 52-232-8) % % % %

14. ACKNOWLEDGMENT OF AMENDMENTS AMENDMENT NO. DATE AMENDMENT NO. DATE

(The offeror acknowledges receipt of amend-ments to the SOLICITATION for offerors and related documents numbered and dated:

15A.

NAME AND

ADDRESS

OF OFFEROR

CODE FACILITY 16. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or Print)

15B. TELEPHONE NO. (Include area code and extension)

15C. CHECK IF REMITTANCE ADDRESS

17. SIGNATURE

18. OFFER DATE

IS DIFFERENT FROM ABOVE - ENTER

SUCH ADDRESS IN SCHEDULE.

AWARD (To be completed by Government)

19. ACCEPTED AS TO ITEMS NUMBERED 20. AMOUNT 21. ACCOUNTING AND APPROPRIATION

22. AUTHORITY FOR USING OTHER THAN FULL AND OPEN

COMPETITION

23. SUBMIT INVOICES TO ADDRESS SHOWN IN

ITEM

10 U.S.C. 2304 (c) ( ) 41 U.S.C. 253(c) ( ) (4 copies unless otherwise specified) 07

24. ADMINISTERED BY (If other than Item 7) CODE 25. PAYMENT WILL BE MADE BY CODE

CSC-FS, USDA, OCFO, COD, APB, P.O. Box 66527, St. Louis, MO 63166

26. NAME OF CONTRACTING OFFICER (Type or print) 27. UNITED STATES OF AMERICA 28. AWARD DATE

(Signature of Contracting Officer)

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

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 33 (REV.9-97)

FOR INFORMATION CALL:

Miley Sutherland (360) 956-2471

Contract Specialist

Tom Barton (360) 877-1045

Road Management & Maintenance

Engineer

Brian Hindman (360) 288-0231

Road Management & Maintenance

Technician

Project Name : Road Maintenance FY 2013 – FY 2016

Olympic National Forest

Hood Canal Ranger District both North & South.

Clallam, Jefferson, Mason, and Grays Harbor Counties, Washington

This procurement is set-aside for small business concerns.

Proposal Preparation Instructions

General. To compete for the contract described in this solicitation, you must submit a proposal that includes the following; (1) an offer; and (2) information about your experience, past performance, and proposed equipment.

Offer. Your offer must consist of the following;

a. Standard Form 33, Solicitation/ Offer/ Award;

b. Section B, Schedule of Items;

c. Section K, Certifications and Representations;

d. List of BioPreferred Products that will be used; and

e. Experience and Past Performance Questionnaire (Section K).

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

B.1 Schedule of Items, Road Maintenance; Hood Canal Ranger District.

B.1.1 BASE YEAR: May 1 , 2013 – April 30, 2014.

The offeror must submit a price on all sub-items.

(DBA) : Davis Bacon Act wage rates apply.

(SCA) : Service Contract Act wage rates apply.

ITEM 1.1 –HOOD CANAL RANGER DISTRICT- BASE

(May 1 , 2013 – April 30, 2014)

SUB-ITEM

NO.

Description Estimated

Quantity

Unit Unit Price Amount

Project Work (Hourly Rate)(SCA):

807(2)

Excavator with operator, in one or more, of the following classes:

121 – 160 FWHP 24 HR $____________ $____________

161 – 200 FWHP 24 HR $____________ $____________

201 – 280 FWHP 24 HR $____________ $____________

807(3) Backhoe with operator

HR $____________ $____________

807(4) Grader with operator. 24 HR $____________ $____________

807(5)

Crawler Tractor (Dozer) with operator in one, or more, of the following classes:

80 – 120 FWHP 24 HR $____________ $____________

121-180 FWHP 24 HR

181-269 FWHP 24 HR $____________ $____________

807(6)

Dump Truck with operator.

807(9) Roller with operator. 40 HR $____________ $____________

807(10) Trailer 24 HR $____________ $____________

807(11) Laborer 40 HR $____________ $____________

ITEM 1.1 –HOOD CANAL RANGER DISTRICT- BASE (CONT)

Description Estimated

Quantity

Service & Construction Items

811(4) Surface Maintenance Double Lane Roads (SCA)

DLM $____________ $____________

811(5) Surface Maintenance Single Lane Roads (SCA)

60 SLM

811(7) Shoulder Maintenance (SCA) 30 M $____________ $____________

813(1) Spot Surfacing Commercial Source (SCA)

CY $____________ $____________

Haul less than 20 miles

Haul greater than 20 miles

813(2) Spot Surfacing Government Furnished (SCA)

813(3) Resurfacing – 200-1000 CY project Commercial Source (DBA)

813(3) Resurfacing –200-1000 CY project Government Furnished (DBA)

814(1) Pothole Patching (SCA) 10 Ton $____________ $____________

814(2)

Asphalt Skin Patching (DBA)

Hot mix 10 Ton $____________ $____________

Cold Mix 10 Ton $____________ $____________

814(3) Crack Sealing (DBA) 1000 LF $____________ $____________

814(5) Paved Surface Cleaning (SCA) 37 SLM $____________ $____________

ITEM 1.2 –HOOD CANAL RANGER

DISTRICT- BASE

Description Estimated

Quantity

Unit Unit Price Amount

832(1) Load, Haul and Place Materials (SCA) 500 CY $____________ $____________

(Haul less than 1/10 th mile)

832(2) Haul Materials (SCA) 500 CY/M $____________ $____________

(Haul greater than 1/10 th mile, the minimum order quantity shall be one (1.0) mile.)

832(2) Haul Materials 1 mile or more (SCA) 500 CY/M $ ___________ $____________ $______ ____ $______ ____

251.1 Rip Rap (Class 5 Machine Placed Method A)(DBA) 100 CY $____________ $____________

251.1 Rip Rap Class 3 Hand Placed (DBA) 10 CY $____________ $____________

251.1 Rip Rap (Class 5 Machine Placed Method A) (DBA) 100 CY $____________ $____________

Government Furnished

ITEM 1.1 – HOOD CANAL RANGER DISTRICT- BASE (CONT.)

SUB-

NO.

Description Estimated

Quantity

Unit Unit Price Amount

833(1) Culvert Replacement 18” Contractor Furnished (DBA)(Excavation less than 100 cubic yards) 80 LF $____________ $____________

833(1) Culvert Replacement 24” Contractor Furnished (DBA)(Excavation less than 200 cubic yards)

LF $____________ $____________

833(1) Culvert Replacement 36” Contractor Furnished (DBA)(Excavation less than 300 cubic yards)A)

833(2) Culvert Removal (DBA) 10 EA $____________ $____________

833(3) Water Bar Installation (SCA) 20 EA $____________ $____________

833(6)

Cross Ditch Installation (SCA)

EA $____________ $____________

834(1)

Clean & Recondition Culverts (24 inch in diameter and under) (SCA)

834(2)

(24 – 48 inches in diameter ) (SCA)

834(3)

(Over 48 inch in diameter) (SCA)

834(4)

Clean Ditches (SCA)

M $____________ $____________

839(6) Spring Recurrent maintenance of ML 3-4 Roads Roads Without Surface Maintenance (SCA)

ITEM 1.1 HOOD CANAL RANGER DISTRICT- BASE (CONT)

Description

Estimated

Quantity Unit Unit Price Amount

839(7) Spring Recurrent maintenance of ML 2 Roads Without Surface maintenance (SCA)

841(1) Establish vegetation (SCA) 2 acres $____________ $____________

851(2) Danger Tree Removal (SCA) 20 EA $____________ $____________

851(3) Logging Out (ML 3-4) Trees less than 8” dbh (SCA) 100 EA $____________ $____________

851(3) Logging Out (ML 3-4) Trees 8”- 36” dbh (SCA) 50 EA $____________ $____________

851(3) Logging Out (ML 3-4) Trees greater than 36” dbh

(SCA)

30 EA

851(4) Logging Out (ML 2) Trees less than 8” dbh (SCA) 100 EA $____________ $____________

851(4) Logging Out (ML 2) Trees 8”- 36” dbh (SCA) 50 EA $____________ $____________

851(4) Logging Out (ML 2) Trees greater than 36” dbh

(SCA)

30 EA

861(4) Recondition /Clean traffic gate (SCA) 2 EA $____________ $____________

872(3) Install or Replace single post and sign (DBA) 10 EA $____________ $____________

872(4) Install or Replace Double post and sign (DBA) 10 EA $____________ $____________

881(3) Mobilization / Equipment Moving for Special Project

(DBA)

Miles $____________ $____________

890(1) Identification of Road Work (SCA) 2000 Miles $____________ $____________

UNIT MEASUREMENTS:

SLM = Single-Lane Mile; DLM = Double Lane Mile, M = Mile;

CY = Cubic Yard; CY/M = Cubic Yard per Mile

EA = Each; LS = Lump Sum; HR= Hour; LF= Linear Foot

B.1.2 Schedule of Items, Road Maintenance; Hood Canal Ranger District

Second Year: May 1 , 2014 – April 30, 2015.

ITEM 1.2 –HOOD CANAL RANGER DISTRICT

(May 1 , 2014 – April 30, 2015)

Description Estimated

Quantity

201 – 280 FWHP 24 HR $____________ $____________

807(11) Laborer 80 HR $____________ $____________

Service & Construction Items:

811(4)

Surface Maintenance

DLM $_____________ $____________

ITEM 1.2 –HOOD CANAL RANGER

DISTRICT- (May 1 , 2014 – April 30, 2015)

Description Estimated

Quantity

Unit Unit Price Amount

Single Lane Roads (SCA)

SLM $____________ $___________

811(7) Shoulder Maintenance (SCA) 10 M $____________ $___________

832(1) Load, Haul and Place Materials (SCA) 500 CY $____________ $____________

(Haul less than 1/10 th mile)

832(2) Haul Materials (SCA) 500 CY/M $____________ $____________

(Haul greater than 1/10 th

832(2) Haul Materials 1 mile or more (SCA) 500 CY/M $___________ $____________ $______ ____ $______ ____

251.1 Rip Rap (Class 5 Machine Placed Method A )( DBA) 100 CY $___________ $____________

251.1 Rip Rap Class 3 Hand Placed ( DBA) 10 CY $ ___________ $ __________

251.1 Rip Rap (Class 5 Machine Placed Method A )( DBA) 100 CY $ ___________ $ __________

ITEM 1.2 – HOOD CANAL RANGER DISTRICT – (May 1 , 2014 – April 30, 2015)

Description

Estimated

Quantity Unit Unit Price Amount

833(1)

(DBA)(Excavation less than 100 cubic yards) 80 LF $____________ ____________$

(DBA)(Excavation less than 300 cubic yards)

834(5) Clean Ditches and Drainage Structures (SCA) 1 M $____________ $____________

ITEM 1.2 HOOD CANAL RANGER DISTRICT – (May 1 , 2014 – April 30, 2015)

NO.

Description Estimated

Quantity

Unit Unit Price Amount

M $____________ $_____ _____

841(1) Establish vegetation (SCA) 2 acres $____________ $_____ _____

851(2) Danger Tree Removal (SCA) 20 EA $____________ $_____ _____

851(3) Logging Out (ML 3-4) Trees less than 8” dbh (SCA) 50 EA $____________ $_____ _____

851(3) Logging Out (ML 3-4) Trees 8”- 36” dbh (SCA) 50 EA $____________ $_____ _____

851(3) Logging Out (ML 3-4) Trees greater than 36” dbh (SCA) 50 EA $____________ $_____ _____

851(4) Logging Out (ML 2) Trees less than 8” dbh (SCA) 50 EA $____________ $____________

851(4) Logging Out (ML 2) Trees greater than 36” dbh (SCA) 50 EA $____________ $____________

Miles $____________ $_____ _____

890(1) Identification of Road Work (SCA) 2000 Miles $____________ $_____ _____

TOTAL PRICE

ITEM 1.2

RM = Road Mile; DM = Ditch Mile; CY = Cubic Yard; CY/M = Cubic Yard per Mile

B.1.3 Schedule of Items, Road Maintenance; Hood Canal Ranger District

May 1 , 2015 – April 30, 2016.

ITEM 1.3 –HOOD CANAL RANGER DISTRICT

(May 1 , 2015 – April 30, 2016)

Description Estimated

Quantity

201 – 280 FWHP 24 HR $____________ $____________

ITEM 1.3 –HOOD CANAL RANGER DISTRICT – (May 1 , 2015 – April 30, 2016)

Description Estimated

Quantity

Unit Unit Price Amount

SLM $____________ $____________

811(7) Shoulder Maintenance (SCA) 10 M $____________ $____________ th mile)

832(2) Haul Materials (SCA) 500 CY/M $____________ $____________

(Haul greater than 1/10 th

832(2) Haul Materials 1 mile or more (SCA) 500 CY/M $___________ $ $______ ____ $______ ____

251.1 Rip Rap (Class 5 Machine Placed Method A )( DBA) 100 CY $ ___________ $ __________

251.1 Rip Rap Class 3 Hand Placed ( DBA) 10 CY $ ___________ $ __________

251.1 Rip Rap (Class 5 Machine Placed Method A )( DBA) 100 CY $ ___________ $ __________

ITEM 1.3 – HOOD CANAL RANGER DISTRICT – (May 1 , 2015 – April 30, 2016)

NO.

Description Estimated

Quantity Unit Unit Price Amount

833(1)

(DBA)(Excavation less than 100 cubic yards) 80 LF $____________ $____________

(DBA)(Excavation less than 300 cubic yards)

834(5) Clean Ditches and Drainage Structures (SCA) 1 M $____________ $____________

ITEM 1.3 HOOD CANAL RANGER DISTRICT – (May 1 , 2015 – April 30, 2016)

NO.

Description Estimated

Quantity

Unit Unit Price Amount

841(1) Establish vegetation (SCA) 2 acres $____________ $____________

851(2) Danger Tree Removal (SCA) 20 EA $____________ $____________

851(3) Logging Out (ML 3-4) Trees less than 8” dbh (SCA) 50 EA $____________ $____________

851(3) Logging Out (ML 3-4) Trees 8”- 36” dbh (SCA) 50 EA $____________ $____________

851(3) Logging Out (ML 3-4) Trees greater than 36” dbh (SCA) 50 EA $____________ $____________

851(4) Logging Out (ML 2) Trees less than 8” dbh (SCA) 50 EA $____________ $____________

851(4) Logging Out (ML 2) Trees greater than 36” dbh (SCA) 50 EA $____________ $____________

890(1) Identification of Road Work (SCA) 2000 M $____________ $____________

TOTAL

PRICE

ITEM 1.3

B.2 Schedule of Items, Road Maintenance, Pacific Ranger District.

B.2.1 BASE Year (May 1 , 2013 – April 30, 2014)

ITEM 2.1 –PACIFIC RANGER DISTRICT – BASE

Description Estimated

Quantity

201 – 280 FWHP 24 HR $____________ $____________

Description Estimated

Quantity

Unit Unit Price Amount

SLM $____________ $____________

811(7) Shoulder Maintenance (SCA) 30 M $____________ $____________

813(1)

Spot Surfacing

813(2)

813(3)

Resurfacing – 200-1000 CY project

Resurfacing –200-1000 CY project

Haul les then 20 miles

814(5) Paved Surface Cleaning (SCA) 94 SLM $____________ $____________ th mile)

832(2) Haul Materials (SCA) 500 CY/M $____________ $____________

(Haul greater than 1/10 th

832(2) Haul Materials 1 mile or more (SCA) 500 CY/M $___________ $______ ______ $______ ____ $______ ____

251.1 Rip Rap (Class 5 Machine Placed Method A )( DBA) 400 CY $ ___________ $ __________

251.1 Rip Rap Class 3 Hand Placed ( DBA) 20 CY $ ___________ $ __________

251.1 Rip Rap (Class 5 Machine Placed Method A )( DBA) 200 CY $ ___________ $ __________

ITEM 2.1 –PACIFIC RANGER DISTRICT – BASE –CONT

Description

Estimated

Quantity Unit Unit Price Amount

833(1)

(DBA)(Excavation less than 100 cubic yards) 80 LF $_____________ $____ _____

LF $_____________ $____ _____

833(3) Water Bar Installation (SCA) 20 EA $_____________ $____ _____

EA $_____________ $______ ____

(24 inch in diameter and under)(SCA)

EA $_____________ $____ _______

(24 – 48 inches in diameter )(SCA)

(Over 48 inch in diameter)(SCA)

EA $_____________ $___________

M $_____________ $______ ____

M $______ ______ $_____ _____

ITEM 2.1 –PACIFIC RANGER DISTRICT – BASE –CONT

NO.

Description Estimated

Quantity

Unit Unit Price Amount

841(1) Establish vegetation (SCA) 2 acres $______ ______ $_____ _____

851(2) Danger Tree Removal (SCA) 50 EA $______ ______ $_____ _____

851(3) Logging Out (ML 3-4) Trees less than 8” dbh (SCA) 250 EA $______ ______ $_____ _____

851(3) Logging Out (ML 3-4) Trees 8”- 36” dbh (SCA) 100 EA $______ ______ $_____ _____

851(3) Logging Out (ML 3-4) Trees greater than 36” dbh (SCA) 30 EA $______ ______ $_____ _____

851(4) Logging Out (ML 2) Trees less than 8” dbh (SCA) 200 EA $____________ $____________

851(4) Logging Out (ML 2) Trees 8”- 36” dbh (SCA) 100 EA $____________ $____________

851(4) Logging Out (ML 2) Trees greater than 36” dbh (SCA) 20 EA $____________ $____________

861(4) Recondition /Clean traffic gate (SCA) 4 EA $____________ $____________

872(3) Install or Replace single post and sign (DBA) 20 EA $____________ $____________

872(4) Install or Replace Double post and sign (DBA) 5 EA $____________ $____________

890(1) Identification of Road Work (SCA) 2000 Miles $______ ______ $_____ _____

ITEM 2.1 BASE

B.2.2 Schedule of Items, Road Maintenance, Pacific Ranger District.

May 1 , 2014 – April 30, 2015.

ITEM 2.2 –PACIFIC RANGER DISTRICT

May 1, 2014 – April 30, 2015

Description Estimated

Quantity

121 – 160 FWHP 24 HR $_________ _ $_________ _

161 – 200 FWHP 24 HR $_________ _ $_________ _

201 – 280 FWHP 24 HR $_________ _ $_________ _

HR $_____ _______ $______ _____

807(4) Grader with operator. 24 HR $_____________ $_____ _____

80 – 120 FWHP 24 HR $____ _____ $____ _____

181-269 FWHP 24 HR $____ _____ $____ _____

HR $_____ ______ $____ ____

807(9) Roller with operator. 40 HR $_____________ $_____ _____

807(10) Trailer 24 HR $______ ______ $______ ____

807(11) Laborer 80 HR $______ ______ $______ ____

DLM $_____________ $_________ _

ITEM 2.2 – PACIFIC RANGER DISTRICT – May 1, 2014 – April 30, 2015

Description Estimated

Quantity

Unit Unit Price Amount

SLM $_____ _______ $______ _____

811(7) Shoulder Maintenance (SCA) 10 M $_____ _______ $______ _____

CY $_____________ $_____ _____

CY $_____________ $____ _____

CY $_____ ______ $____ ____

814(1) Pothole Patching (SCA) 10 Ton $_____________ $_____ _____

Hot mix 10 Ton $____________ $___________

Cold Mix 10 Ton $____________ $___________

814(3) Crack Sealing (DBA) 1000 LF $ _____________ $ ___________

814(5) Paved Surface Cleaning (SCA) 94 SLM $______ ______ $______ ____

832(1) Load, Haul and Place Materials (SCA) 500 CY $______ ______ $______ ____ th mile)

832(2) Haul Materials (SCA) 500 CY/M $______ ______ $______ ____

832(2) (Haul greater than 1/10 th

832(2) Haul Materials 1 mile or more (SCA) 500 CY/M $ ___________ $______ ______ $______ ____ $______ ____

251.1 Rip Rap (Class 5 Machine Placed Method A )( DBA) 200 CY $ ___________ $ __________

251.1 Rip Rap Class 3 Hand Placed ( DBA) 20 CY $ ___________ $ __________

251.1 Rip Rap (Class 5 Machine Placed Method A )( DBA) 100 CY $ ___________ $ __________

Description

Estimated

Quantity Unit Unit Price Amount

833(1)

833(2) Culvert Removal (DBA) 10 EA $_____________ $____ _____

(24 inch in diameter and under)(SCA)

NO.

Description Estimated

Quantity

Unit Unit Price Amount

851(3) Logging Out (ML 3-4) Trees less than 8” dbh (SCA) 150 EA $______ ______ $_____ _____

851(3) Logging Out (ML 3-4) Trees 8”- 36” dbh (SCA) 100 EA $______ ______ $_____ _____

851(3) Logging Out (ML 3-4) Trees greater than 36” dbh (SCA) 20 EA $______ ______ $_____ _____

851(4) Logging Out (ML 2) Trees less than 8” dbh (SCA) 150 EA $____________ $____________

851(4) Logging Out (ML 2) Trees 8”- 36” dbh (SCA) 150 EA $____________ $____________

ITEM 2.2

B.2.3 Schedule of Items, Road Maintenance, Pacific Ranger District.

May 1 , 2015 – April 30, 2016.

ITEM 2.3 – PACIFIC RANGER DISTRICT

May 1 , 2015 to April 30, 2016

Description Estimated

Quantity

121 – 160 FWHP 24 HR $_________ _ $_________ _

161 – 200 FWHP 24 HR $_________ _ $_________ _

201 – 280 FWHP 24 HR $_________ _ $_________ _

HR $_____ _______ $______ _____

807(4) Grader with operator. 24 HR $_____________ $_____ _____

80 – 120 FWHP 24 HR $____ _____ $____ _____

181-269 FWHP 24 HR $____ _____ $____ _____

HR $_____ ______ $____ ____

807(9) Roller with operator. 40 HR $_____________ $_____ _____

807(10) Trailer 24 HR $______ ______ $______ ____

807(11) Laborer 80 HR $______ ______ $______ ____

DLM $_____________ $_________ _

ITEM 2.3 – PACIFIC RANGER

DISTRICT- May 1 , 2015 to April 30, 2016.

Description Estimated

Quantity

Unit Unit Price Amount

SLM $_____ _______ $______ _____

811(7) Shoulder Maintenance (SCA) 10 M $_____ _______ $______ _____

CY $_____________ $_____ _____

CY $_____________ $____ _____

814(1) Pothole Patching (SCA) 10 Ton $_____________ $_____ _____

Hot mix 10 Ton $____________ $___________

Cold Mix 10 Ton $____________ $___________

814(3) Crack Sealing (DBA) 1000 LF $ _____________ $ ___________

814(5) Paved Surface Cleaning (SCA) 94 SLM $______ ______ $______ ____

832(1) Load, Haul and Place Materials (SCA) 500 CY $______ ______ $______ ____ th mile)

832(2) Haul Materials (SCA) 500 CY/M $______ ______ $______ ____

832(2) (Haul greater than 1/10 th

832(2) Haul Materials 1 mile or more (SCA) 500 CY/M $ ___________ $______ ______ $______ ____ $______ ____

251.1 Rip Rap (Class 5 Machine Placed Method A )( DBA) 200 CY $ ___________ $ __________

251.1 Rip Rap Class 3 Hand Placed ( DBA) 20 CY $ ___________ $ __________

251.1 Rip Rap (Class 5 Machine Placed Method A )( DBA) 100 CY $ ___________ $ __________

ITEM 2.3 – PACIFIC RANGER DISTRICT – May 1 , 2015 to April 30, 2016

NO.

Description

Estimated

Quantity Unit Unit Price Amount

833(1)

833(2) Culvert Removal (DBA) 10 EA $_____________ $____ _____

ITEM 2.3 – PACIFIC RANGER DISTRICT – May 1 , 2015 to April 30, 2016

NO.

Description Estimated

Quantity

Unit Unit Price Amount

851(3) Logging Out (ML 3-4) Trees less than 8” dbh (SCA) 250 EA $______ ______ $_____ _____

851(3) Logging Out (ML 3-4) Trees 8”- 36” dbh (SCA) 150 EA $______ ______ $_____ _____

851(3) Logging Out (ML 3-4) Trees greater than 36” dbh (SCA) 20 EA $______ ______ $_____ _____

851(4) Logging Out (ML 2) Trees less than 8” dbh (SCA) 250 EA $____________ $____________

851(4) Logging Out (ML 2) Trees 8”- 36” dbh (SCA) 150 EA $____________ $____________

872(4) Install or Replace Double post and sign (DBA) 5 EA $____________ $____________

ITEM 2.3

Note: This is an Indefinite Delivery, Indefinite Quantity (IDIQ) contract. The Quantities shown are for price evaluation purposes only!

B.2 Minimum and Maximum Contract Amounts (AGAR 452.216-73) (FEB 1988)

During the effective period of a contract resulting from this solicitation, the Government shall place orders totaling a minimum of $5,000 on each contract awarded, but not in excess of $4,999,000 in total for all contracts combined.

B.3 Authorized Ordering Individuals

Any Contracting Officer in the Northwest Contracting Area may issue task orders, within their procurement warrant authority, under this contract.

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C.1 Scope of Contract

A. This solicitation and any resulting contract(s) are for maintenance of Forest Service roads on the Olympic National Forest.

B. The Contractor shall furnish the necessary personnel, material, equipment, facilities, supervision, transportation, operating supplies, and incidentals to perform the ordered tasks.

C. Road maintenance includes services, such as: grading; ditch cleaning; cleaning culverts; and minor culvert and drainage repair. Road maintenance includes construction activities, such as:

replacing culverts; patching asphalt; major slump/slide removal; bridge maintenance; and aggregate surfacing.

D. The estimated quantities stated in the Schedule of Items is the average annual volume of work expected under this contract. The actual volume of work will depend upon available funding, weather, and road conditions.

E. The Forest Service may order specific equipment, with operator, on a per hour basis for: (1) opening a forest road that has become overgrown with brush and trees; or (2) clearing debris dams from culverts during storm events. In both cases, at the time of placing the task order it is not possible for the Forest Service, or the Contractor, to estimate accurately the extent or duration of the work, or anticipate the cost of performance with any reasonable degree of confidence. Therefore, the Contractor shall provide the ordered equipment, with operator, to perform tasks identified by the

Forest Service. The Contractor will be compensated at the hourly rates in the Schedule of Items, in accordance with the Time & Material clauses in this contract.

F. District maps are available at the Olympic National Forest in Olympia (Supervisor’s Office), the Hood Canal District office in Quilcene, or the Pacific Ranger District office in Quinault, during normal business hours. Maps can also be purchased online at http://www.fs.fed.us/r6/olympic/.

Electronic maps are available at http://www.fs.fed.us/r6/olympic/aboutonf/atm_web/atm_maps.htm

C.2 Furnishing of Material and Equipment

A. Unless otherwise stated in the Supplemental Specifications, the contractor shall furnish all material and equipment required for performance of the contract. All material and equipment shall comply with the specifications. The only materials to be supplied by the government will be:

permanent signs and traffic barricades to close damaged roads.

B. The Contractor shall furnish and deliver the material and equipment to the work site in such a manner that their quality and fitness for the work is preserved.

http://www.fs.fed.us/r6/olympic/

C. The Contractor shall start work when directed within three calendar days from the date of the work order.

D. The Contractor shall be responsible for furnishing warning devices and complying with the safety standards and traffic management procedures as specified in Section 808 of this contract.

C.3 Coordination of Specifications

A. Relationship Between the Supplemental Specifications and Region Six Standard

Specifications

The Supplemental Specifications for this project refine, revise, and add to the requirements stated in the Forest Service, Pacific Northwest Region, Standard Specifications for Maintenance of Roads contained in the contract. The Supplemental Specifications and the Standard Specifications must be read as a whole to gain a full understanding of the work required. In the case of discrepancies, however, between these specifications, the Supplemental Specifications will take precedence over the Standard Specifications.

C.4 Supplemental Specifications

The Supplemental Specifications correspond to the "800" series Standard Specifications and are included with the Standard Specifications

C.5 Definitions, Abbreviations, and Quantity Measurement Terms

A. Definitions - Certain specifications are common to contract and timber sale requirements.

Where ever in these specifications, or in other contract documents, the following terms or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows:

Base Course - The layer or layers of specified or selected material of designed thickness placed on a sub-base or a subgrade to support a surface course. (See Illustration of Road Structure Terms.)

Berm - A curb or dike which controls roadway runoff water. Berms commonly parallel road centerline. (See Illustration of Road Structure Terms.)

Channel - A natural waterway leading into or away from a culvert or bridge.

Contract Amendment - A bilateral written supplemental agreement between the Government and the

Contractor, documenting a modification outside the scope of the contract and establishing an equitable adjustment therefore.

Contractor - The individual, partnership, joint venture, or corporation undertaking the execution of the work under the terms of the contract.

Culvert - Any structure which provides a passageway, drain, or waterway under a road or embankment.

Cross Ditch - A shallow ditch placed across the roadbed to remove water from the roadbed surface which can be driven across by full size pickups or by other high clearance vehicles; usually placed diagonally to centerline. (See drawings if applicable.)

Lead-off ditch - A specific type of man-made ditch used to remove water from roadside drainage ditches, the roadway, cattleguards, or drainage structures such as culverts and drainage dips.

Ditch - A relatively long narrow excavation placed to collect or disperse water.

Ditch Dam – Constructed barrier which channels water flowing in a ditch thru a culvert inlet and prevents the water flow from continuing down the ditch and bypassing the culvert inlet.

Drainage dip - A drainage structure which was previously constructed within the roadbed surface to form a uniform depression which allows routine passage of standard passenger cars while diverting water from the traveled way. (See drawings if applicable).

Drainage ditch - A specific type of furrow ditch located parallel to and abutting the roadbed. (See

Illustration of Road Structure Terms.)

Drainage structure - A general term denoting any man made device placed to control water movements along, under or across the roadway. Includes ditches, culverts, bridges, etc.

Drawings - Depictions detailing maintenance contemplated including all road listing diagrams, maps, and performance schedules included in the contract.

Equipment - All machinery, operating supplies and tools necessary for the proper performance and acceptable completion of the work.

Excess Material - Material from the roadway excess to that needed for maintenance of roadway.

Foreslope - The slope of the ditch section nearest to the traveled way. (See Illustration of Road

Structure Terms.)

Furrow ditch - Any ditch which nominally parallels the road centerline and diverts water from natural flow patterns to protect road slopes, roadbed, or downslope areas. Furrow ditches may be located within the roadway or roadside, but as used in this contract excludes drainage ditches.

Grade - The trace of vertical plane, as shown on the drawings, intersecting the top surface of the road.

Materials - Any substance specified for use in the performance of the work.

Measurement - Method of determining and expressing the quantities of work

Nominal dimensions or Weights - The numerical values shown on the drawings or in the specifications as measurements for the work.

Order - A written order by the Government directing fulfillment of work requirements under the terms of the contract

Original Contract Quantities - Those estimated quantities shown in the Schedule of Items as awarded.

Patching - Minor repairs incidental to recurring maintenance which is not substantial in nature.

Paved Surface or Pavement - Denotes asphalt, concrete, or other stabilized materials excluding natural aggregates. Dust palliative treatments are not considered as pavement.

Reasonably Close Conformity - Means compliance with customary maintenance tolerances where working tolerances are not specified.

Right-of-Way - A general term denoting land, property, or interest therein acquired for or devoted to a road.

Roadbed - The portion of a road between the intersection of the subgrade and side slopes, excluding that portion of the ditch below the subgrade. (See Illustration of Road Structure Terms.)

Road Listing - A listing of road locations and any established work priorities included in the contract as a drawing to indicate current estimates of contract timing; subject to revision in accordance with

Contract Section F in developing the work schedule.

Road Maintenance Levels Definition as used in this Contract:

Maintenance Level 4 & 5: Roads with a moderate to high degree of user comfort and convenience. These roads receive maintenance on a routine basis, normally with brushing done yearly or biyearly.

Maintenance Level 3: Roads maintained for use by a prudent driver in a passenger car. These roads generally receive maintenance on a routine basis, normally with brushing done every 3 to 4 years.

Maintenance Level 2: Roads maintained for use by high clearance vehicles. These roads generally receive only drainage related maintenance on a routine basis, and usually getting relegated to the lowest priority for brushing. Many have become mostly brushed in.

Roadside - See Illustration of Road Structure Terms

Shoulder - The portion of the roadway contiguous with the traveled way for the accommodation of stopped vehicles, for emergency use, and for lateral support of pavement structure. As used in this contract, the term is restricted to roads having an asphalt surface. (See Illustration of Road Structure

Terms).

Slide - A concentrated deposit of materials from above or on the backslope extending onto the traveled way or shoulders, whether caused by mass land movements or accumulated raveling.

Slump - A localized portion of the roadbed which has slipped or otherwise become lower than the adjacent roadbed and constitutes a hazard to traffic.

Supplemental Specifications - Specifications which detail conditions and requirements peculiar to the individual project.

Standard Specifications - Broadly-used (for instance throughout the Pacific Northwest Region of the

Forest Service) specifications for specific divisions of the work, such as: Blading, Paved Surface

Cleaning, Ditch Maintenance, etc.

Subgrade - Top surface of roadbed upon which sub-base, base course, or surface course was constructed. (See Illustration of Road Structure Terms.)

Surface Course - The top layer of a pavement structure, sometimes called the wearing course, usually designed to resist skidding, traffic abrasion, and the disintegrating effects of climate. (See

Illustration of Road Maintenance Terms.)

Traveled Way - The portion of the roadway for the movement of vehicles, exclusive of shoulders on asphalt paved roads. For purpose of this contract, traveled way includes turnouts and curve widening. (See Illustration of Road Structure Terms.)

Turnouts - A short auxiliary lane on a one lane road provided for passage of meeting vehicles.

Unsuitable Material - Material removed during maintenance which must be disposed of in designated locations. Examples - clay, serpentine, or other unstable material or material with substantial amounts of vegetation or other objectionable matter.

Waterbar - A deeper type drainage ditch which is intended for passage of high clearance vehicles only.

C.6 Illustration of Road Maintenance Terms – Drawing 801-1

Drawing 801-1, attached below, illustrates some of the terms defined above.

R ig h t o f

W a y

R o a d s id e R o a d s id e

C le a ri n g W id th

R o a d w a y

C le a ri n g

L im it X

Y

G ro u n d

L in e

T ra v e le d

W a y

C L B e rm

S u rf a c e

C o u rs e B a s e

C o u rs e

F ill

S lo p e

B a c k S lo p e

D ra in a g e D itc h

G ro u n d

L in e

S u b g ra d e

R o a d B e d

S h a p e s a n d d im e n s io n s w ill v a ry t o f it l o c a l c o n d iti o n s

S e e d ra w in g s f o r ty p ic a l s e c tio n s

X a n d Y d e n o te c le a ri n g o u ts id e o f ro a d w a y

N o te

Right - of - Way Line

Right - of - Way Line

Clearing Limit

Shoulder

Shoulder

C.7 Abbreviations

Whenever in these specifications, or in other contract documents, the following terms, or pronouns in place of them, are used, the intent and meaning shall be interpreted as follows:

1. AASHTO - American Association of State Highway and Transportation Officials.

2. CS - Commercial Standard issued by U.S. Dept. of Commerce.

3. EPA - Environmental Protection Agency.

4. FAR - Federal Acquisition Regulation.

5. FED SPEC - Federal Specifications.

6. FSS - Federal Specification and Standards.

7. MSHA - Mine Safety Health Administration.

8. MUTCD - Manual of Uniform Traffic Control Devices.

9. NBS - National Bureau of Standards.

10. OSHA - Occupational Safety and Health Act.

11. PS - Product Standard issued by the U.S. Dept. of Commerce.

12. UL - Underwriter's Laboratories, Inc.

C.8 Quantity Measurement Terms

A. Measurement under the contract shall be according to standard measure.

B. The methods of measurement and computation will be those necessary to accurately determine the quantities of materials furnished and work performed.

C. All items measured by the mile will be parallel to its longitudinal centerline, unless otherwise shown on the drawings.

D. A station when used as a definition of term or measurement will be 100 feet.

E. Miles shall, in the absence of known distances from existing plans or surveys, be determined by the Government using a calibrated survey odometer or distance measuring device operated on the traveled way at or parallel to road centerline.

F. Trucks used to haul material measured by truck weight shall be weighed empty at least once daily, and each truck shall bear a plainly legible identification mark. Weigh tickets furnished by the Contractor from certified scales will be used to determine weight measurements.

Materials measured by the cubic yard in hauling vehicle shall be measured therein at the point of delivery. Vehicles may be of any size or type, provided that the box is of such shape that the actual volume may be readily and accurately determined.

G. Measurement by the acre will use the length and width treated. Measurement of width will approximate significant slope breaks, but will not include minor deviations along the slopes.

H. Volume of bituminous products will be measured at 15.6 degrees C, using ASTM D-

1250 for asphalt. Emulsified asphalt shall be measured at 15.6 degrees C, or by converting the volume at another temperature to volume at 15.6 degrees C by means of the following formula:

L at T degrees C

L at 15.6 degrees C = -----------------------------------------------------

1 + 0.00045 (T degrees C - 15.6 degrees C) where:

T degrees C = temperature of the emulsified asphalt at the time the volume is measured.

I. The term "Lump Sum" when used in the Schedule of Items will mean the complete unit as required by or described in the contract.

J. Measurement will be made of each item or unit of work, as shown in the Schedule of

Items, completed and accepted in accordance with the contract provisions, specifications and drawings.

C.9 Order of Precedence

Any inconsistency in this solicitation or contract shall be resolved by giving precedence in the following order:

(a) The Schedule (excluding the specifications);

(b) Representations and other instructions;

(c) Contract clauses;

(d) Other documents, exhibits, and attachments (Supplemental Specifications &

Drawings); and

(e) The specifications.

C.10 Technical Specifications for Maintenance of Roads

The specifications are numbered in the "800" series codes. Only those sections which could be applicable to this contract are included. There will be gaps between the section numbers due to the fact that many sections have been purposely omitted or because certain specification sections have been reserved for possible future inclusion in the "800" series.

C.11 BioPreferred Program Requirements

The Contractor shall comply with Section 9002 of the Farm Security and Rural

Investment Act of 2002 (FSRIA), Executive Order (EO) 13423, “Strengthening Federal

Environmental, Energy, and Transportation Management,” and the Federal Acquisition

Regulation to provide biobased products.

The Contractor shall utilize products and material made from biobased materials (e.g., biobased greases, biobased hydraulic fluids, biobased absorbents) to the maximum extent possible without jeopardizing the intended end use or detracting from the overall quality delivered to the end user. All supplies and materials shall be of a type and quality that conform to applicable Federal specifications and standards. All supplies and materials to be used in the performance of work described herein are subject to the approval of the

Contracting Officer Representative (COR).

The following is an example list of products that may be used in this contract for operations and maintenance for which biobased products are available. The list is not all inclusive. It is desirable that vendors be able to supply the greatest number of biobased products listed meeting the health and environmental specifications.

Hydraulic fluids Penetrating lubricants

Concrete and asphalt release fluids Absorbents

Diesel fuel additives Greases

Dust suppressants 2-cycle engine oil

Wood and concrete sealers Fertilizers

Roof coatings Water tank coatings

Adhesive and mastic removers Cleaners

Sorbents Floor finish

Floor stripper Composite panels

Insulating foam Sealers

Carpet Metalworking fluids

Graffiti and grease removers Stain removers

Degreasers De-icers

Biobased products that are designated for preferred procurement under USDA’s

BioPreferred program must meet the required minimum biobased content as stated in the

USDA Final Rule available at www.biopreferred.gov. The Contractor should provide data for their biobased products such as biobased content.

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 biobased products.

The Contractor shall submit with the initial proposal a complete list of biobased products, indicating the name of the manufacturer, cost of each material, and the intended use of each of the materials that are to be used in carrying out the requirements of the contract.

Additionally, the winning Contractor on each anniversary date of the contract shall compile a complete list of biobased products, including the information above, purchased to carry out the contract requirements. The Contractor shall list volume to be used and total cost for each individual product. This information will be used for reporting purposes.

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.

Within thirty (30) days of contract award, the Contractor shall submit an Operations and

Maintenance Plan. This submittal shall be approved by the COR in writing. The

Contractor shall not commence work until this submittal is approved by the COR in writing.

The Plan must be reviewed and updated annually, and as required by the COR. The Plan must contain and define the following elements:

1. The Contractor’s written policy stating its commitment to the use of biobased products, employee health and safety, and sound environmental management practices.

2. Detail on how the Contractor intends to keep abreast of the increasing availability of biobased products and how any new or improved products will be incorporated on an ongoing basis into contract performance.

3. Proposed biobased operations and maintenance products which must be selected in accordance with the criteria included above. At a minimum, the Plan must identify products by brand name for each of the product types.

NOTE: A Contractor may propose more than one product within a product category and/or propose a product or products addressing more than one product category.

The product guides which define standard operating procedures for instructing staff in the proper use, storage, and disposal of biobased products; proper maintenance of equipment; and other procedures/instructions to accomplish work under this contract.

The Contractor shall provide data on the quantity and dollar values of biobased products used in this contract. The data will be submitted to the COR quarterly.

A demonstration of proper use, an effective training program, and technical assistance are essential to the success of the purchase and use of some biobased products that may function differently than a conventional product. Therefore we will look for a Contractor who will 1) demonstrate products, and 2) when selected, offer any necessary training to all of the construction staff and 3) be available with technical assistance to trouble shoot problems.

C.12 Applicability of the Service Contract Act (SCA) and Davis Bacon Act (DBA)

The Contractor is responsible for compliance with the Service Contract Act (SCA) and Davis

Bacon Act (DBA). The Department of Labor (DOL) is responsible for enforcement of the SCA and DBA. Contractor shall contact the DOL to resolve any questions concerning the applicability of the SCA or DBA. The DOL has provided the Forest Service with the following guidelines concerning road maintenance activities.

The SCA applies to the following typical activities on, or along, a paved road:

Brushing and mowing;

Ditch cleaning and brushing;

Sign, cattleguard, gabion, and guardrail repair;

Minor patching performed in conjunction with normal maintenance activities;

Cleaning culverts;

Minor slump/slide removal;

Litter cleanup; and

Minor culvert and drainage repair.

The SCA applies to the following typical activities on, or along, a unpaved road:

The above noted activities;

Grading;

Rock raking; and

Removal of oversized material.

The DBA applies to the following typical activities:

Patching of asphalt or other pavements;

Replacing culverts;

Striping pavements;

Rehabilitation/recycling pavements;

Fog or chip sealing;

Major slump/slide removal;

Bridge maintenance; and

Aggregate surfacing, except minor spot surfacing.

C.13 Statement of Work/Specifications (AGAR 452.211-72)(FEB 1988)

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

C.14 Attachments to Statements of Work/Specifications (AGAR 452.211-73)(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.

SECTION D--PACKAGING AND MARKING

{For this Solicitation, there are NO clauses in this Section}

SECTION E--INSPECTION AND ACCEPTANCE

E.1 Clauses Incorporated by Reference (FAR 52.252-2)(FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

www.arnet.gov/far/

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.246-4 Inspection of Services--Fixed-Price (AUG 1996)

The following clause applies to all ordered construction tasks:

52.246-12 Inspection of Construction (AUG 1996)

The following clause applies to all project work paid for by the hour:

52.246-6 Inspection – Time-and-Material Labor-Hour (MAY 2001) http://www.arnet.gov/far/

SECTION F--DELIVERIES OR PERFORMANCE

F.1 Clauses Incorporated by Reference (FAR 52.252-2)(FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

www.arnet.gov/far/

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.242-15 Stop Work Order (AUG 1989)

52.242-17 Government Delay of Work (APR 1984)

F.2 Commencement, Prosecution, and Completion of Work (FAR 52.211-10)(APR 1984)

The Contractor shall be required to (a) commence work under this contract within the number of calendar days or date specified in the task order calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than the date specified in the task order. The time stated for completion shall include final cleanup of the premises.

F.3 Period of Performance (AGAR 452.211-74)(FEB 1988)

The period of performance of this contract is from MAY 01, 2013, through APR. 30, 2016.

F.4 Effective Period of the Contract (AGAR 452.211-75) (FEB 1988)

The effective period of this contract is from date of contract award and ends on the date following the date of final payment under this contract.

This is the “effective period” referenced in Clause FAR 52.216-22 Indefinite Quantity (OCT 1995).

http://www.arnet.gov/far/

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 Government-Furnished Property

The Government may provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the

Contractor in accordance with the provisions of the "Government Property" FAR clause contained elsewhere in the contract.

Materials to be supplied by the government will be:

Permanent signs; and

Traffic barricades.

Materials which may be supplied by the government include:

Crushed Rock; and

Rip Rap – Class 5.

If the Government provides materials, the materials will be identified in the task order.

G.2 Post Award Conference (AGAR 452.215-73)(NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled within 15 days after the date of contract award. The conference will be held at Forest Supervisor’s

Office, Olympic National Forest.

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1 Accident Prevention (FAR 52.236-13)(NOV 1991)

(a) The Contractor shall provide and maintain work environments and procedures which will—

(1) Safeguard the public and Government personnel, property, materials, supplies, and equipment exposed to Contractor operations and activities;

(2) Avoid interruptions of Government operations and delays in project completion dates;

and

(3) Control costs in the performance of this contract.

(b) For these purposes on contracts for construction or dismantling, demolition, or removal of improvements, the Contractor shall—

(1) Provide appropriate safety barricades, signs, and signal lights;

(2) Comply with the standards issued by the Secretary of Labor at 29 CFR Part 1926 and

29 CFR Part 1910; and

(3) Ensure that any additional measures the Contracting Officer determines to be reasonably necessary for the purposes are taken.

(c) If this contract is for construction or dismantling, demolition or removal of improvements with any Department of Defense agency or component, the Contractor shall comply with all pertinent provisions of the latest version of U.S. Army Corps of Engineers Safety and Health

Requirements Manual, EM 385-1-1, in effect on the date…