AG-84M8-S-14-0001_043014.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

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

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

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

9.

INFORMATION

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

INTERMOUNTAIN REGION

324 25TH STREET

OGDEN UT 84401

84M8

USDA Forest Service

Intermountain Region AQM 324 25th Street Ogden, UT 84401

BRIAN WHARTON 801-625-5748

1x 05/01/2014

AG-84M8-S-14-0001

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

Road and Bridge Maintenance and Construction (IDIQ) Multiple Award Task Order

Contract

Intermountain Region

Nevada, Utah, Southern Idaho, and Western Wyoming

Price Range

The Government Estimate is more than $10,000,000

The soliciation is a Request for Proposals. Selection will be based on an evaluation described in Section M. Pleasereview section L instructions for the preparartion of Technical & Business Proposals, and Section M prior to submitting your proposal.

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

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

06/03/2014

NSN 7540-01-155-3212

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

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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

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

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

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

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

AMENDMENT NO.

DATE.

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

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

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

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

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

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

BY

2PAGE OF

INTERMOUNTAIN REGION

324 25TH STREET

OGDEN UT 84401

84M8

BRIAN WHARTON

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

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

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 82

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

AG-84M8-S-14-0001

Road and Bridge Maintenance and Construction (IDIQ) Multiple Award Task Order Contract Intermountain Region

No Fax or Email Quotes accepted The "Submit Invoice-to" address for USDA orders is the Department of Treasury's Invoice Processing Platform (IPP). The contractor must follow the instructions on how to register and submit invoices via IPP as prescribed in the previous communications from USDA and Treasury.

All invoices are to be submitted via the electronic Invoice Processing Platform. This is a mandatory requirement initiated by the U.S.

Department of Treasury and you can find more information at this website https://www.ipp.gov/index.htm. Please make sure that your company has registered at https://www.ipp.gov/vendors/enrollment-vendors.htm to establish your account.

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

Sponsored by GSA

FAR (48 CFR) 53.110

Page | 4

452.216-73 Minimum and Maximum Contract Amounts. (FEB 1988) C- 2 - Location 52.252-2 Clauses Incorporated by Reference. (FEB 1998) SECTION D - Packaging and Marking SECTION E - Inspection and Acceptance 52.252-2 Clauses Incorporated by Reference. (FEB 1998) SECTION F - Deliveries or Performance 52.252-2 Clauses Incorporated by Reference. (FEB 1998) The Region 4 Acquisition Office of the United States Forest Service, Department of Agriculture is responsible for this solicitation, award and administration of the contract. All written correspondence shall reference the contract number and/or solicitation number. Communications shall be directed to:

USDA Forest Service Intermountian Region Attention: Brian Wharton, Contracting Officer Ogden, UT The following have authority to place Task Orders under this contract: All Acquisition Service Center Contracting Officers and purchasing agents within NIAT with the appropriate warrant authority. These individuals are authorized to utilize this contract for project work in accordance with the terms and conditions set forth in the contract Base IDIQ: A post award conference with the successful offeror(s) is required and will be scheduled within 30 days after the date of contract award. The conference will be held at a time and location to be determined SECTION H - Special Contract Requirements H-8 - 452.237-74 Key Personnel. (FEB 1988) I- 1 52.252-2 Clauses Incorporated by Reference. (FEB 1998) 52.222-42 Statement of Equivalent Rates for Federal Hires. (MAY 1989) I-4 - 52.209-9 Updates of Publicly Available Information Regarding Responsibility Matters. (JUL 2013) I-5 - 52.216-18 Ordering. (OCT 1995) I-6 52.216-19 Order Limitations. (OCT 1995) I-7 52.216-22 Indefinite Quantity. (OCT 1995) I-8 52.217-8 Option to Extend Services. (NOV 1999) I-9 52.217-9 Option to Extend the Term of the Contract. (MAR 2000) I-10 52.219-14 Limitations on Subcontracting. (NOV 2011) I-12 52.222-54 Employment Eligibility Verification. (AUG 2013) I-13 52.223-9 Estimate of Percentage of Recovered Material Content for EPA-Designated Items. (MAY 2008) I-14 52.225-11 Buy American Act - Construction Materials under Trade Agreements. (NOV 2013) I-16 - 52.232-33 Payment by Electronic Funds Transfer - System for Award Management. (JUL 2013) I-17 52.236-1 Performance of Work by the Contractor. (APR 1984) I-18 52.236-7 Permits and Responsibilities. (NOV 1991) I-19 52.252-6 Authorized Deviations in Clauses. (APR 1984) 452.228-70 Alternative Forms of Security. (NOV 1996)

Page | 5

452.232-70 Reimbursement for Bond Premiums - Fixed-Price Construction Contracts. (NOV 1996) SECTION J - List of Documents, Exhibits, and Other Attachments SECTION K - Representations, Certifications, and Other Statements of Offerors . 59 52.204-8 Annual Representations and Certifications. (JAN 2014) 52.222-5 Davis-Bacon Act-Secondary Site of the Work. (JUL 2005) 52.223-1 Biobased Product Certification. (MAY 2012) SECTION L - Instructions, Conditions, and Notices to Offerors or Respondents ... 63 52.252-1 Solicitation Provisions Incorporated by Reference. (FEB 1998) 52.204-7 System for Award Management. (JUL 2013) 52.209-7 Information Regarding Responsibility Matters. (JUL 2013) 52.215-1 Instructions to Offerors - Competitive Acquisition. (JAN 2004) 52.216-1 Type of Contract. (APR 1984) 52.222-23 Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity for Construction. (FEB 1999) 52.225-12 Notice of Buy American Act Requirement - Construction Materials under Trade Agreements. (FEB 2009) 52.233-2 Service of Protest. (SEP 2006) 52.236-28 Preparation of Proposals - Construction. (OCT 1997) 52.252-5 Authorized Deviations in Provisions. (APR 1984) 452.215-71 Instructions for the Preparation of Technical and Business Proposals.

(SEP 1999)

452.215-72 Amendments to Proposals. (FEB 1988) 452.237-71 Pre-Bid/Pre-Proposal Conference. (FEB 1988) 52.236-27 Site Visit (Construction). (FEB 1995) SECTION M - Evaluation Factors for Award 52.217-3 Evaluation Exclusive of Options. (APR 1984) 452.216-72 Evaluation Quantities - Indefinite Delivery Contract. (FEB 1988)

Page | 6

PART I--THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS

Road and Bridge Maintenance and Construction (IDIQ) Multiple Award Task Order Contract Intermountain Region

Nevada, Utah, Southern Idaho, and Western Wyoming

This is an Indefinite Delivery Indefinite Quantity (IDIQ) Multiple Award Task Order Contract (MATOC) that will be effective for a base period, and, at the option of the government, for four

(4) additional one-year option periods. This contract is for routine, recurring, or emergency road and bridge maintenance, repair and construction projects. Work may be performed anywhere in the Intermountain Region within the states of Nevada, Utah, Southern Idaho, Western Wyoming and California Bridgeport Ranger District.

Instructions: Offerors shall submit unit prices for each item of work shown in the SCHEDULE OF ITEMS, and option year co-efficients. Offerors must provide Location Coefficients for each location within Zone 1 or within Zone 2, or if you would like to be considered for award in both zones by providing coefficients in both zones. Offeror will only be considered for task orders in those Geographic Zone(s) for which co-efficients are provided and contract awarded. The Government anticipates making a minimum of three and a maximim of ten awards.

Failure to comply with the instructions may render your proposal incomplete and ineligible for possible contract award.

B- 1 – CONSTRUCTION SCHEDULE OF ITEMS

Item No.

Description

Method & Unit of Measure

Unit Price

150 PROJECT REQUIREMENTS

157.31 TEMPORARY EROSION CONTROL PLAN CQ – EACH $ _________

157.02 SILT FENCE 3FT WOOD STAKES CQ – LF $ _________

158.01 WATERING FOR DUST CONTROL CQ – MGallon $ _________

200 EARTHWORK

201.31 CLEARING AND GRUBBING- LIGHT

DISPOSE BY SCATTERING

CQ – ACRE

201.32 CLEARING AND GRUBBING- HEAVY

DISPOSE BY SCATTERING

CQ – ACRE

203.30 REMOVAL OF STRUCTURES AND

OBSTRUCTIONS

CQ – CY

Page | 7

204.80 EXCAVATION AND EMBANKMENT –

COMMON AND LOOSE ROCK

COMPACTION METHOD B

CQ – CY

207.01 EARTHWORK GEOTEXTILES:TYPE IV CQ – SY $ _________

208.03 STRUCTURAL EXCAVATION AND

BACKFILL

CQ – CY

209.03 STRUCTURAL BACKFILL-PIPE

BEDDING

CQ – CY

210.01 ROLLING DIP CQ – EACH $ _________

210.02 WATER BAR CQ – EACH $ _________

211.01 ROADWAY OBLITERATION:

RIPPING 8” TO 12” DEPTH

CQ – LANE

MILE

211.02 ROADWAY OBLITERATION:

SCARIFYING DECOMPACATION

TO 18” DEPTH

211.03 ROADWAY OBLITERATION:

FULL RE-CONTOUR

212.01 LINEAR GRADING CQ – LANE

230.01 ROADSIDE BRUSHING- MEDIUM CQ - ACRE $ _________

230.02 ROADSIDE BRUSHING- HEAVY CQ - ACRE $ _________

251.01 RIPRAP: MACHINE PLACED CLASS 4

COMMERCIAL SOURCE

CQ – CY $ _________

251.02 RIPRAP: MACHINE PLACED CLASS 5

COMMERCIAL SOURCE

CQ – CY

251.03 RIPRAP: MACHINE PLACED

GOVERNMENT SOURCE

CQ – CY

252.05 ROCK EMBANKMENT AND ROCK

BUTTRESS: CLASS 6

CQ – CY

252.51 ROCK: BOULDER PLACEMENT CQ - EACH $ _________

253.01 GABIONS:WELDED WIRE: GALVANIZED CQ – CY $ _________

255.01 MECHANICALLY STABILIZED EARTH

WALLS – MEASURE PER AREA OF

WALL FACE, EXCAVATION AND

BACKFILL EXCLUDED

CQ – SF

259.01 SOIL NAIL RETAINING WALLS: PER

SOIL NAIL PLACED 20 FT DEPTH

CQ – EACH $ _________

259.11 SOIL NAIL RETAINING WALLS: 8 IN

SHOT CRETE FACE MEASURE PER

AREA OF WALL FACE

262.01 REINFORCED SOIL EMBANKMENT:

GEOGRID: CATEGORY 2. EXCAVATION

AND EMBANKENT EXCLUDED

CQ – SY

262.01 REINFORCED SOIL EMBANKMENT:

Page | 8

GEOGRID: CATEGORY 3. EXCAVATION

AND EMBANKENT EXCLUDED

CQ – SY $ _________

300 AGGREGATE

301.01 CRUSHED AGGREGATE: GRADATION C

COMPACTION METHOD B

FURNISH AND PLACE, EXCLUDE HAUL

AQ – CY

301.02 CRUSHED AGGREGATE SURFACE

COURSE: WITH 2% BENTONITE

301.02 AGGREGATE PLACEMENT

GOVERNMENT FURNISHED

306.01 DUST PALLIATIVE: MAGNESIUM

CHLORIDE

CQ – SY

303.01 ROAD RECONDITIONING: INCLUDES

SCARIFY 6 IN DEPTH, SURFACE

BLADING, AND COMPACTION

CQ – MILE

303.05 ROAD RECONDITIONING: SURFACE

BLADING ONLY

CQ – MILE

324.01 MINOR CRUSHED AGGREGATE:

QUANTITIES LESS THAN 50 CY

400 ASPHALT

403.01 HOT ASPHALT CONCRETE PAVEMENT

FURNISH AND PLACE, EXCLUDE HAUL

AQ - TON

404.01 MINOR HOT ASPHALT CONCRETE

PAVEMENT: (LESS THAN 50 TON)

AQ - TON

408.01 COLD RECYCLED ASPHALT BASE

COURSE

CQ – SY $ _________

409.01 ASPHALT SURFACE TREATMENT –

CRS2P ASPHALT

AQ - TON

409.02 ASPHALT SURFACE TREATMENT –

AGGREGATE CHIPS – ½ IN, 30#/SY

CQ – SY

410.01 ASPHALT SURFACE TREATMENT –

SLURRY SEAL, TYPE II CSS-1H

CQ – SY

411.01 ASPHALT PRIME COAT CQ - GALLON $ _________

411.05 ASPHALT FOG COAT CQ – SY $ _________

Page | 9

413.01 ASPHALT PAVEMENT MILLING: 3 IN

DEPTH

CQ – SY $ _________

414.01 ASPHALT PAVEMENT CRACK AND

JOINT SEALING, POLYMER OR RUBBER

MODIFIED

AQ –GALLON

414.31 ASPHALT PAVEMENT: SAW CUTTING AQ –LF $ _________

430.01 ASPHALT PAVEMENT PATCHING: FULL

DEPTH HOT ASPHALT CONCRETE MIX

AQ –SY

500 RIGID PAVEMENTS

501.01 REINFORCED PORTLAND CEMENT

CONCRETE SLABS

550 BRIDGE REPAIR

552.01 STRUCTURAL CONCRETE CLASS A(AE) CQ – CY $ _________

553.01 PRECAST, PRESTRESSED CONCRETE

STRUCTURAL MEMBER CLASS P(AE)

CQ – CY

556.01 BRIDGE RAILING TYPE II CLASS B CQ – LF $ _________

556.02 REMOVE AND RESET BRIDGE RAILING CQ – LF $ _________

556.01 APPROACH GUARDRAIL TYPE II CQ – LF $ _________

557.01 TREATED STRUCTURAL TIMBER AND

LUMBER

CQ – MBF

557.02 TREATED STRUCTURAL TIMBER AND

LUMBER – GLULAM

CQ – MBF

561.01 BRIDGE TIMBER CURB: REMOVE AND

REPLACE

CQ – LF

600 INCIDENTAL CONSTRUCTION

602.01 CMP CULVERT-18 INCH – 16 GA AQ – LF $ _________

602.02 CMP CULVERT-24 INCH – 14 GA AQ – LF $ _________

602.03 CMP CULVERT-36 INCH – 12 GA AQ – LF $ _________

602.04 CMP CULVERT-48 INCH – 10 GA AQ – LF $ _________

603.11 STRUCTURAL PLATE CULVERTS –

MEASURED BY SPAN TIMES LENGTH OF

STRUCTURE

605.01 UNDERDRAIN SYSTEM: INCLUDES 6 IN

PERFORATED PVC PIPE, TYPE I-A

GEOTEXTILE, ½ IN DRAIN ROCK AND

BACKFILL MATERIALS

Page | 10

607.01 REMOVE, CLEAN, AND RESET EXISTING

CULVERT

AQ – LF

614.01 LEAN CONCRETE BACKFILL AQ – CY $ _________

615.01 CONCRETE PAVEMENTS: SIDEWALKS

AND PADS

AQ – CY

617.01 GUARDRAIL TYPE II, CLASS A AQ – LF $ _________

617.01 GUARDRAIL TERMINAL SECTION CQ – EACH $ _________

617.01 GUARDRAIL REPLACE POST CQ – EACH $ _________

624.01 TOPSOIL: FURNISH AND PLACE CQ – CY $ _________

624.02 TOPSOIL: PLACE CONSERVED CQ – CY $ _________

625.07 SEEDING: DRY METHOD GOVT

FURNISHED SEED

CQ- ACRE

625.08 SEED & MULCH HYDRAULIC METHODS CQ-ACRE $ _________

629.01 EROSION CONTROL: TYPE 2.D CQ – SY $ _________

629.02 EROSION CONTROL: TYPE 3.B CQ – SY $ _________

629.03 WATTLES: 9 IN DIA STRAW CQ – LF $ _________

PERMANENT TRAFFIC CONTROL

633.01 SIGN SYSTEM – HDO PLYWOOD, TYPE

III PRISMATIC SHEETING

633.05 POSTS: 4X4 TREATED WOOD CQ – EACH $ _________

633.06 OBJECT MARKER CQ – EACH $ _________

633.07 DELINEATOR CQ – EACH $ _________

633.11 REMOVE AND RESET SIGN OR OBJECT CQ – EACH $ _________

634.01 PERMANENT PAVEMENT MARKING:

4” WIDE STRIPE, THERMOPLASTIC

TYPE H

635.01 TRAFFIC CONTROL PLAN CQ- EACH $ _________

635.05 TYPE III BARRICADES CQ- EACH $ _________

635.07 CONSTRUCTION SIGNS CQ- EACH $ _________

635.09 FLAGGER AQ- HR $ _________

648.01 STREAM SIMULATION MATERIAL

PLACEMENT

CQ – CY

648.02 STREAM SIMULATION MATERIAL

PLACEMENT- FURNISH AND PLACE

CLASS 14

CQ – CY

648.51 BOULDER PLACEMENT: SIZE 4 CQ – EACH $ _________

648.52 BOULDER PLACEMENT– FURNISH AND CQ – EACH

Page | 11

PLACE SIZE 4 $ _________

800 MATERIAL HAUL

801.1 MATERIAL SHORT HAUL < 5 MILE AQ – CY MILE $ _________

801.2 MATERIAL LONG HAUL > 5 MILE AQ – CY MILE $ _________

801.3 WEIGHED MATERIAL HAUL AQ–TON MILE $ _________

B-2 SERVICE SCHEDULE OF ITEMS

*These line items shall only be used on Task Orders subject to the Service Contract Act (SCA). Description, Method, and Measurement for these items shall be the same as the cooresponding 200 series specifications; Payment shall be per this Service Task Order Schedule.

Description

Method & Unit of Measure

Unit Price

910.01 ROLLING DIP CQ – EACH $ _________

910.02 WATER BAR CQ – EACH $ _________

911.01 ROADWAY OBLITERATION:

RIPPING 8” TO 12” DEPTH

911.02 ROADWAY OBLITERATION:

SCARIFYING DECOMPACATION

TO 18” DEPTH

911.03 ROADWAY OBLITERATION:

FULL RE-CONTOUR

912.01 LINEAR GRADING CQ – LANE

930.01 ROADSIDE BRUSHING – MEDIUM CQ – ACRE $__________

930.02 ROADSIDE BRUSHING – HEAVY CQ – ACRE $__________

Page | 12

B-3 ZONE 1 COEFFICIENTS

(see instructions below)

Description

LOCATION COEFFICIENTS FOR ZONE 1

Coefficient

Humbolt-Toiyabe National Forests

1.1 Carson Ranger District, Carson City NV ________________

1.2 Bridgeport Ranger District, Bridgeport, CA ________________

1.3 Spring Mountains NRA, Las Vegas, NV ________________

1.4 Austin Ranger District, Austin, NV ________________

1.5 Tonopah Ranger District, Tonopah, NV ________________

1.6 Ely Ranger District, Ely, NV ________________

1.7 Mountain City Ranger District, Elko, NV ________________

1.8 Ruby Mountains/Jarbridge Ranger Districts, Wells, NV ________________

1.9 Santa Rosa Ranger District, Winnemucca, NV ________________

Ashley National Forest

1.10 Vernal Ranger District, Vernal, UT ________________

1.11 Flaming Gorge National Recreation Area, Manila, UT ________________

1.12 Dutchesne Ranger District, Duchesne, UT ________________

1.13 Roosevelt Ranger District, Roosevelt, UT ________________

Dixie National Forest

1.14 Cedar City Ranger District, Cedar City, UT ________________

1.15 Pine Valley Ranger District, St. George, UT ________________

1.16 Powell Ranger District, Panguitch, UT ________________

1.17 Excalante Ranger District, Escalante, UT ________________

Fishlake National Forest

1.18 Richfield Ranger District, Richfield, UT

1.19 Fillmore Ranger District, Fillmore, UT ________________

1.20 Beaver Ranger District, Beaver, UT ________________

1.21 Loa/Teasdale Ranger Districts, Loa & Teasdale, UT ________________

Manti-La Sal National Forest

1.22 Price Ranger District, Price, UT ________________

1.23 Sanpete Ranger District, Ephraim, UT ________________

1.24 Ferron Ranger District, Ferron, UT ________________

1.25 Moab Ranger District, Moab, UT ________________

1.26 Monticello Ranger District, Monticello, UT ________________

Page | 13

Uinta-Wasatch-Cache National Forest

1.27 Heber Ranger District, Heber City, UT ________________

1.28 Pleasant Grove Ranger District, Pleasant Grove, UT ________________

1.29 Spanish Fork Ranger District, Spanish Fork & Nephi, UT ________________

1.30 Salt Lake City Ranger District, Salt Lake City, UT ________________

1.31 Kamas Ranger District, Kamas, UT ________________

1.32 Evanston Ranger District, Evanston, WY ________________

1.33 Logan Ranger District, Logan, UT ________________

1.34 Ogden Ranger District, Ogden, UT ________________

B-4 ZONE 2 COEFFICIENTS

2 LOCATION COEFFICIENTS FOR ZONE 2

Bridger-Teton National Forest

2.1 Jackson Ranger District, Jacksonl, WY _______________

2.2 Kemmerer Ranger District, Kemmerer, WY _______________

2.3 Big Piney Ranger District, Big Piney, WY _______________

2.4 Greys River Ranger District, Afton, WY _______________

2.5 Blackrock Ranger District, Moran, WY _______________

Boise National Forest

2.6 Mountain Home Ranger District, Mountain Home, ID _______________

2.7 Idaho City Ranger District, Idaho City, ID _______________

2.8 Cascade Ranger District, Cascade, ID _______________

2.9 Lowman Ranger District, Lowman, ID _______________

2.10 Emmett Ranger District, Emmett, ID _______________

Caribou-Targhee National Forest

2.11 Palisades Ranger District, Idaho Falls, ID ________________ 2.12 2.13

Ashton Ranger District, Ashton, ID Island Park Ranger District, Island Park, ID

2.14 Dubois Ranger District, Dubois, ID ________________

2.15 Montpelier Ranger District, Montpelier, ID ________________

2.16 Soda Springs Ranger District, Soda Springs, ID ________________

2.17 Teton Basin Ranger District, Driggs, ID ________________

2.18 Westside Ranger District, Pocatello, ID ________________

Payette National Forest

2.19 2.20

Krassel Ranger District, McCall, ID McCall Ranger District, McCall, ID

2.21 Council Ranger District, Council, ID ________________

2.22 New Meadow Ranger District, New Meadows, ID ________________

2.23 Weiser Ranger District, Weiser, ID ________________

Page | 14

Salmon-Challis National Forest

2.24 Salmon/Cobalt Ranger District, Salmon, ID ________________

2.25 North Fork Ranger District, North Fork, ID ________________

2.26 Challis, Middle Fork & Yankee Fork Ranger Districts, Challis, ID

2.27 Leadore Ranger District, Leadore, ID ________________

2.28 Lost River Ranger District, Mackay, ID ________________

Sawtooth National Forest

2.29 Minidoka Ranger District, Burley, ID ________________

2.30 Ketchum Ranger District, Ketchum, ID ________________

2.31 Sawtooth National Recreation Area, Ketchum, ID ________________

2.32 Fairfield Ranger District, Fairfield, ID ________________

B-5 OPTION YEAR COEFFICIENTS

3 OPTION YEAR COEFFICIENTS

3.1 Option Year One (___________, 2015 – ______, 2016) _____________

3.2 Option Year Two (___________, 2016 – ______, 2017) _____________

3.3 Option Year Three (___________, 2017 – ______, 2018) _____________

3.4 Option Year Four (___________, 2018 – ______, 2019)

B- 3 - Coefficients

The Coefficients are listed in THE SCHEDULE OF ITEMS and are proposed by the offeror. Due to the wide geographic distribution of potential task orders and the possible variability in cost based on location of the work, THE SCHEDULE is divided into two Geographic Zones. An offeror shall propose Location Coefficients for each Ranger District within one or both Geographic Zones. The proposed Coefficient for each Ranger District shall cover all work within the Administrative Area/Boundary of that District.

Information regarding National Forest Boundary maps may be found at http://www.fs.fed.us/maps/forest-maps.shtml.

The coefficients are proposed as a multiple (in decimal format) increase or decrease to the line item Unit Price proposed by the offeror on the schedule. For example, a coefficient of 1.2 would result in an additional 20 percent to the listed unit price; 0.9 would result in a 10 percent decrease of the listed prices, and 1.00 would leave the unit price as your proposed unit price. The offeror shall limit the Coefficients to three decimal places. The offeror shall propose an Option Year Coefficient for each option year. The offeror’s Coefficients shall be all inclusive and shall include, but not limited to, the following costs:

1. Overhead

2. Profit and risk

3. Task Order preparation

Page | 15

4. Social security contributions

5. General insurances

6. Workman’s compensations insurance

7. State unemployment insurance

8. Federal unemployment insurance

9. Mobilization and demobilization costs

10. Site cleanup

11. Labor adjustments between the RS Means given labor rates and the Davis/Bacon Labor Rates included in the contract

12. Supervision

13. Quality control

14. Transportation of contractor’s personnel to, from, and within the job site

15. Shipping of all materials to the jobsite

16. Lodging and per-diem

17. Adjustment factors to account for small jobs

18. Incidental tools and equipment

19. Submittals (unless noted otherwise)

20. Any markups for materials and all contingencies

B- 4 – Pricing Structure for Task Orders

STANDARD WORK (PRE-PRICED)

(a) Pricing for this contract will be based upon unit prices for Standard Items of Work as proposed by the offeror within the Schedule of Items of the original solicitation. Task Orders shall be developed using the Schedule of Items and Coefficients. The Schedule may be updated over time through contract modification to include additional standardized items of work, but the offeror’s costs for line items initially listed herein shall not be revised throughout the duration of the contract.

Task Orders will be comprised of entirely construction line items of work or service line items of work.

Individual task orders will not mix service and construction work.

(b) Standard Schedule of Items calculation: The coefficients (in decimal format) listed in The Schedule will be multiplied by the unit price listed in the schedule to obtain the adjusted price for each line item.

For example, a coefficient of 1.2 would result in an additional 20 percent to the listed unit price; 0.9 would decrease of the listed price by 10 percent, and 1.00 would leave the unit price unchanged.

The total cost for all items of work within a Task Order will be calculated as follows:

Line item price from the Schedule of Items x quantity of item (per Method & Unit of Measure on the Schedule) = Sum of line items x Location Coefficient x Option-Year Coefficient (if applicable) Total Price for Task Order

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Firm-Fixed Price Task Order Example: The following sample calculations. All coefficients and dollar figures are fictitious.

Asphalt Concrete Pavement Overlay – cost per ton $100.00 Total tons per Task Order= 35 tons ($100 X 35) $3,500

Location Coefficient –District @ 115% (1.15) Option Year Coefficient – Option Year 1 @ 102% (1.02) (1.15 X 1.02) 1.173

TOTAL TASK ORDER PRICE $4,105.50

NON-STANDARD WORK (NON PRE-PRICED)

(a) Non-pre-priced work is categorized as follows:

(i) Road construction activity that is not specifically included in the Schedule of Items, but is within the basic intent and general scope of the contract.

(ii) The current edition, at time of task order pricing, of RS Means Heavy Construction Cost Data, or other industry standard cost estimating tools shall be used in developing proposed costs for non-standard work.

The current edition of the Rental Rate Blue Book shall be utilized for equipment cost. The government shall use prices from these industry publications as well as Forest Service construction cost data in validating the cost of non-standard work items. Location coefficients shall be applied to non pre-priced work items; option year coefficients shall not be applied unless costs are shown to have been obtained from Rental Rate Blue Book, or other industry standard published in the first year of this contract.

(b) Non-pre-priced work will be negotiated by the Contracting Officer and may be added to Task Orders when necessary at any time during the contract term.

Non-Pre-Priced Task Order Example: The cost for a specific constructed feature is not included in the schedule. For example a gravity-block retaining wall. The installed cost for the wall is $75.00 per square foot face for a 100 SF wall. The cost of this item may be calculated per unit price to be multiplied by quantity for total price of item. Location Coefficients is 1.15

Retaining Wall $75.00 per SF $75.00

Coefficient (1.15) x 1.15 Item unit price $86.25 per SF x Quantity (100 SF) x100

Total Item Price $8625.00

Non-pre-priced items may be included in addition to standard items on a Task Order; however where components of work can be defined using the Standard Items, those existing line items shall be used.

Non-pre priced components of work shall not be redundant to standard items of work in a Task Order.

Computing Hours and Equipment Task Order Example: Cost for labor and equipment from Rental Rate Blue Book is $5,571.30. Location Coefficient is 1.15. All work is accomplished in an unrestricted area during standard work days/hours. All coefficients and dollar figures are fictitious. Calculation shown below:

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Labor $28.75 Hr @ 16 Hrs $460.00 Equipment Operator (crane) $38.80 Hr @ 16 Hrs $620.80 Hyd. Excavator 3.5 CY $2,166.00 Daily @ 2 Days $4,332.00 Trench Box $79.25 Daily @ 2 Days $158.50 Total Cost (Labor, Material and Equipment) $5,571.30 Location Coefficient = 1.15 $5,571.30 x 1.15

TOTAL TASK ORDER PRICE $6,407.00

B- 5 – Minimum and Maximum Contract Amounts

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

During the period specified in FAR clause 52.216-18, ORDERING, the Government shall place orders totaling a minimum of $5,000.00, but not in excess of $25,000,000.00.

(End of Clause)

Maximum Contract Amount: The maximum total amount available for ordering purposes is $5,000,000.00 for the basic year and $5,000,000.00 for each option year, for a total of $25,000,000.00 for the aggregate amount for all awards. However, if the maximum contract Value Per Year for a particular option year is not reached, the unused portion of that ceiling may be rolled over to the next option year, but the Total Cumulative Value for that year may not be exceeded.

During the life of the contracts, the approximate maximum amount available (i.e., contract price ceiling) for placement under orders is a cumulative amount with each option exercised, as exemplified below:

Contract Year: Value Per Year: Total Cumulative Value Per Year:

Base Year: $ 5,000,000 $5,000,000 Option Year 1: $ 5,000,000 $10,000,000 Option Year 2: $ 5,000,000 $15,000,000 Option Year 3: $ 5,000,000 $20,000,000 Option Year 4: $ 5,000,000 $25,000,000

Total: $25,000,000 $25,000,000

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SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C. 1 - Scope of Work

The Contractor shall provide for all labor, material, supplies, transportation, management, supervision, equipment, and all other necessary items for complete and usable projects, performing all work in complete compliance with all plans, drawings, and specifications issued. The Contractor will be required to perform multi-discipline construction and maintenance work using common trades identified in the Davis Bacon Wage Determination and other trades common to the construction industry or the Service Contract Act Determination.

Types of projects/jobs contemplated under this contract may include, but are not limited to, road repair and construction including native surface, gravel, and paved surfaces; road decommissioning and obliteration; bridge repair and maintenance; retaining wall repair and construction; culvert installation and stream channel restoration for aquatic organism passage; and road maintenance including road reconditioning, road blading, aggregate stabilization, dust abatement, guardrail installation, signing, and brushing.

C- 2 - Location

Work shall be accomplished within the administrative areas of the locations identified in Section B which includes National Forest in the states of Nevada, Utah, Southern Idaho, Western Wyoming, and Bridgeport Ranger District in California. Specific project locations shall be identified per individual task order.

C- 3 – Washing Equipment

All equipment used on the project site shall be cleaned and inspected off National Forest land prior to its arrival on the site. The equipment must be 1) free of all mud, seeds, plants, and plant fragments; and 2) free of oil, fuel, or toxic leaks that would wash off into the water. Notify the Contracting Officer 48 hours in advance of mobilizing equipment to the project site to arrange an inspection and meet the requirements of

FSSS 171.

C- 4 – Fuel Storage

A written Hazardous Spill Plan may be required per individual Task Orders for projects which involve fuel storage and refueling actions. The plan shall contain a description of the specific hazardous materials, procedures, and spill containment that will be used, including inventory, storage, and handling. All vehicles carrying fuel will have specific equipment and materials needed to contain or clean up any incidental spills at the project site. Equipment and materials will be specific to each project site, and can include spill kits appropriately sized for specific quantities of fuel, shovels, absorbent pads, straw bales, containment structures and liners, and/or booms. Storing and refueling areas will be located in staging areas, away from streams, where a spill would not have the potential to reach live water. Containment structures may be necessary if prevention of spilled material from reaching live water cannot be assured.

Should quantities of stored fuel for a project exceed 660 gallons in a single tank; or exceed 1320 gallons for all storage combined; contractors and agency operators will be required to have a standard EPA written Spill Prevention Control and Containment (SPCC) Plan onsite, which describes measures to prevent or reduce impacts from potential spills from fuel, hydraulic fluid, etc. (40 CFR 112, Oil Pollution Act relating to SPCC Plans).

Storage of fuel and other toxicants within Riparian Conservation Areas (RCA – within 300 feet of live

Page | 19 streams) is prohibited. Refueling of equipment may be done within the RCA only at locations approved in advance by the Contracting Officer (CO).

Centrifugal pumps used for removing water from structure excavation shall sit in a secondary spill container with sufficient capacity to contain the quantity of fuel in the pump fuel tank. A Spill Prevention & Containment Plan is required and shall be submitted to the CO for approval prior to beginning construction. A spill containment kit shall be available on site that is to accommodate potential spills from the equipment used during construction.

C- 6 – Traffic Control Plan

Individual Task Orders may require that a Traffic Control Plan be submitted for approval meeting requirements of FSSS 156.

C- 7 - Government-Furnished Materials/Equipment

(a) Government Furnished Materials (GFM)/Government Furnished Equipment (GFE): In the normal course of performance of the MATOC contract, GFM/GFE will not be furnished to the Contractor however, the Government reserves the right to provide GFM and/or GFE to be used on any Task Order.

In such cases, these materials shall be receipted for by the Contractor and the Schedule of Item line item material cost shall be excluded from the price of the Task Order. Any GFM/GFE furnished to the contractor will be specifically identified in the statement of work and on the schedule of items of the individual task order. The location (as well as the type, quantity, and description) of GFM/GFE will be identified in individual Task Order.

In such cases, these materials shall be received for by the Contractor and the Schedule of Item line item material cost shall be excluded from the price of the Task Order. TThe Contractor shall follow the instructions of the Contracting Officer’s Representative (COR) regarding the disposition of all Government-furnished property not consumed in performance of the Task Order.

(b) Contractor Transporting: The Contractor, with its own resources, and at no cost to the Government, shall transport all GFM and/or GFE, if any, described on the Task Order from the Government storage area to the work site indicated in the Task Order.

Transportation Cost: It is anticipated that the majority of GFM/GFE will be provided at or adjacent to the project site. In such instances, no separate transportation costs would be incurred or cost. If transportation of GFM/GFE is other than what would normally be encountered, a separate cost may be negotiated into the pricing of the associated Task Order.

(c) Risk and Responsibility: Once accepted, the Contractor assumes the risk and responsibility for the loss or damage to any GFM/GFE.

C- 8 – Recycling and Disposal of Refuse

With the exception of materials specifically indicated or specified to be salvaged for reuse in construction, or turned over to the Government, all refuse, excess or waste materials resulting from construction operations shall become the property of the Contractor and shall be recycled and/or disposed of. All disposals shall be in accordance with federal, state, and local laws and regulations. No disposal, viewing or sale of materials and/or equipment shall be allowed on Government property.

C-9 – Safety

During the execution of this contract, the Contractor shall conform to the rules and regulations as set forth by OSHA Safety and Health Standards, 29 CFR Part 1926 - Safety and Health Regulations for

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Construction. Smoking will not be permitted in any building or structure.

C-10 – Temporary Facilities

(a) STAGING AREA: The Contracting Officer Representative shall arrange the location for exterior stockpiling of materials. The Government will provide adequate staging area as close to the work site as practicable. The Contractor shall be responsible for protecting materials stockpiled against adverse weather, damage, theft, and other risks of loss. The Government assumes no responsibility for material or equipment left in the storage area.

(b) SANITARY FACILITIES: Toilet facilities will not be provided by the Government at work sites.

C-11 – Existing Utilities

The Contractor shall field verify all utility locations before digging or trenching. This shall include, but not limited to, the use of sonic, electronic or magnetic detection devices, by noting pull box and utility box locations at the surface, use of locator services, and by potholing. Contractor shall be responsible for repairing any utilities damaged during construction at no additional cost to the Government.

C-12 – Specifications

The work shall conform to specifications included in this contract and any supplemental specifications and/or scope of work issued in conjunction with each individual Task Order. All work shall be performed in compliance with the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects FP-03 and all Forest Service Supplements.

C-13 – Drawings

The work shall conform to drawings provided with a Task Order.

C- 14 - Submittals

(a) Definition: Submittals - Product literature, catalog cuts, product samples, shop drawings, as-built drawings, Quality Control Plans, and other documents submitted to the Contracting Officer for information or for review and approval when required by the Task Order.

(b) Submittals shall be presented in two copies unless indicated otherwise. The Contracting Officer will return one copy of the submittal to the Contractor, whether approved or rejected.

(c) All submittals shall be accompanied with a transmittal sheet signed by the Project Site Superintendent.

Salient characteristics of the materials proposed for use shall be clearly identified in the submittal. The Project Site Superintendent shall certify that he has reviewed the submittal and has determined that the submittal is in full compliance with the requirements of the Contract and Task Order. Illegible, incomplete, or uncertified submittals may be rejected.

(d) Submittals shall be approved by the Contracting Officer prior to any work being performed on the Task Order or materials being delivered to the job site.

(e) Review of submittals, and corrections or comments made during the review, does not relieve the Contractor from compliance with the requirements of this Contract.

(f) Allow 14 calendar days for government review of submittals. Review time shall commence upon receipt of a satisfactory submittal certified by the Project Site Superintendent containing all information required to

Page | 21 completely and thoroughly evaluate the submittal. Time shall start anew for each submittal and any required resubmissions.

C-15 – Catalog Cuts

Catalog cuts shall contain manufacturer's description, specifications and sketches of the material and equipment provided. The catalog cut shall contain sufficient information, which can be used to determine compliance with these specifications. Submit catalog cuts as required by a negotiated Task Order. Clearly indicate selected item and components being proposed.

C-16 - Samples

Product samples shall include color, pattern, style, and other information required to fully describe the items being proposed as required by the Task Order.

C-17 - Shop Drawings

Submit shop drawings when required by the Task Order. Drawings shall indicate layouts, dimensions, materials, and other information required to fully describe the items being installed.

C-18 – Test Results

Submit test results as required by the Task Order.

C-19 – Permits and Certificates

Submit copies of all permits and certificates as required by the Task Order.

C-20 – Hazardous Material Identification

Submit Material Safety Data Sheets (MSDS) for any materials defined as hazardous under the most current revision of Federal Standard 313. Two copies of each MSDS shall be submitted to the Contracting Officer no later than the delivery date of the product.

C-21 - As-Built Drawings

When As-Built Drawings are required by a Task Order, the Contractor shall maintain at the job site one set of contract drawings marked in red to show any deviations which are found to exist or have been made from the contract drawings. Upon completion of the work, the marked set of drawings shall be delivered to the Contracting Officer. Request for final payment will not be approved until the marked drawings are delivered to the Contracting Officer.

C-22 - Barricades, Warning Signs, and Other Devices

The Contractor shall provide, erect, and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public. Roads closed to traffic shall be protected by effective barricades, and obstructions shall be illuminated during the hours of darkness. Suitable warning signs shall be provided to properly control and direct traffic.

The Contractor shall erect warning signs in advance to any place on the project where operations may interfere with the use of the road or trail by traffic and at all intermediate points where the new work crosses or coincides with an existing road or trail. Trenches and other hazards will be signed and flagged in such a way that the public will be aware of the hazard.

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All road barricades, warning signs, lights, temporary signals, flagmen and pilot car operators and equipment, and other protective devices, except for special devices, shall conform with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, published by the Federal Highway Administration and applicable safety codes.

The Contractor shall furnish, erect, maintain, and remove temporary traffic control signs. Sign details and installation shall conform to the (MUTCD) standards for temporary signs on a rural highway. A sign plan shall be submitted to the CO for approval prior to fabrication or installation of the signs. Specific locations shall be designated by the COR prior to installation. All signs shall be installed prior to commencing on-site work.

C-23 – Standard Specifications For Construction Of Roads And Bridges on Federal Highway Projects

The Standard Specifications for this project are contained within the “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects” FP-03 U.S. Customary Units. Copies of this document are available on-line only at the Federal Highway Administration web site at http://www.wfl.fha.dot.gov/design/specs/fp03.htm in either Microsoft Word .doc or Adobe Acrobat .pdf format.

Supplemental Project Specifications are included in full text as an attachment in Section J of the contract and amend, supplement, or replace the Standard Specifications. Any additional supplemental project specifications needed for a particular project may be included at the time of Task Order placement. All specifications not included in the specification listing, but referenced by listed specifications are applicable.

NOTE: Offerors are cautioned to carefully review these Standard and Supplemental Project Specifications prior to submission of proposals. All specifications in the “Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects” FP-03 U.S. Customary Units are binding on the parties signing the contract.

52.252-2 Clauses Incorporated by Reference. (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):

http://www.usda.gov/procurement/policy/agar.html

(End of clause)

AGRICULTURE ACQUISITION REGULATION (48 CFR CHAPTER 4) CLAUSES

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

452.211-73 Attachments to Statements of Work/Specifications. (FEB 1988) http://www.wfl.fha.dot.gov/design/specs/fp03.htm

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SECTION D - Packaging and Marking

D- 1 - Packing and Marking

All shipments of materials, equipment and/or supplies shall be addressed to the Contractor and not to the Government.

D- 2 - Project Labeling for Official Correspondence

The IDIQ contract will be identified with an individual contract number for each award made. This number shall be referenced on all official communication relating to the base MATOC contractor.

Each Task Order will be individually identified with a unique Task Order Contract Number. This number is separate from the MATOC Contract number. Task Order Number shall be issued on all communication and invoices relating to the specific task order.

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SECTION E - Inspection and Acceptance

52.252-2 Clauses Incorporated by Reference. (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):

http://www.acquisition.gov/far

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

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

52.246-12 Inspection of Construction. (APR 1996)

a. Pre-final Inspection: The Government may, at its own discretion, conduct a pre-final inspection prior to the contractor requesting a final inspection. Any discrepancies noted shall be corrected prior to final inspection.

b. Final Inspection: Upon completion of the project, , the Contractor shall submit a written request for final inspection to the Contracting Officer and the designated Contracting Officer’s Representative. This request must be received at least seven (7) days prior to the requested date for final inspection. The final inspection will be performed with the Contractor by the appropriate Government personnel.

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SECTION F - Deliveries or Performance

52.252-2 Clauses Incorporated by Reference. (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):

http://www.acquisition.gov/far

52.211-13 Time Extensions. (SEP 2000)

52.242-14 Suspension of Work. (APR 1984)

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

The Contractor shall be required to (a) commence work on any Task Order in accordance with 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 for completion. The time stated for completion shall include final cleanup of the premises.. The time stated for completion shall include final cleanup of the premises.

AGRICULTURE ACQUISITION REGULATION (48 CFR CHAPTER 4) CLAUSES

452.211-74 Period of Performance. (FEB 1988)

The period of performance of this contract is from 1 (1) year after date of contract award, with four (4) additional option years.

(End of Clause)

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SECTION G - Contract Administration Data

G- 1 - Contract Administration

The Region 4 Acquisition Office of the United States Forest Service, Department of Agriculture is responsible for this solicitation, award and administration of the contract. All written correspondence shall reference the contract number and/or solicitation number. Communications shall be directed to:

USDA Forest Service Intermountian Region Attention: Brian Wharton, Contracting Officer Ogden, UT 801-625-5748

Individual Task Orders are the issued by and are the responsibility of the Center or Unit issuing the task order. All communication for a task order shall be directed to the contact identified in the individual task order.

CONTRACTING OFFICER’S REPRESENTATIVE. The awarded base contract will have a Contracting Officer’s Representative (COR) designated by appointment letter.