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Idaho Panhandle NF, Sandpoint RD - NF Grouse Creek Bridge Replacment
Solicitation number
AG-02RC-S-10-0027
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PAGE

Hungry Deer Project

AG-0281-S-09-0045

PAGE

AG-02RC-S-10-0027

NF Grouse Ck Culvert Replacement

OMB APPROVAL NO. 2700-0042

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

AG-02RC-S-10-0027

2. TYPE OF SOLICITATION

FORMCHECKBOX

SEALED BID (IFB)

FORMCHECKBOX

NEGOTIATED (RFP)

3. DATE ISSUED

07-27-2010

PAGE OF PAGES

1-51

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

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

436711

6. PROJECT NO.

7. ISSUED BY

CODE

8. ADDRESS OFFER TO

USDA – Forest Service

Idaho Montana Acquisition Team (IMAT)

3815 Schreiber Way

Coeur d’Alene, ID 83815 Same as Block 7

Be sure to Identify the envelope/package with your offer as RFP-AG-02RC-S-10-0027

9. FOR INFORMATION

CALL:

A. NAME

William Standley B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

(208) 765-7433

SOLICITATION

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

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

Request for Proposals (RFP) North Fork Grouse Ck. Culvert Replacement Idaho Panhandle NF, Sandpoint RD, Bonner Co, ID

· The Government's estimate including option is between $250,000 - $500,000

· This is a Competitive Total Hub-Zone Set-Aside procurement. All eligible and responsible Hub-Zone sources may submit a proposal. Any questions about Hub-Zone eligibility should be directed to the Offeror’s cognizant Small Business Administration Office.

Facsimile Offers Will Not Be Accepted

11. The Contractor shall begin performance within 10 calendar days and complete it within (see Section F) after receiving

FORMCHECKBOX

award, FORMCHECKBOX notice to proceed. This performance period is FORMCHECKBOX mandatory, FORMCHECKBOX negotiable. (See Section F.2)

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

(If “YES,” indicate within how many calendar days after award in Item 12B.)

FORMCHECKBOX

YES

if total offer is at or over $100,000

FORMCHECKBOX

NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A.

Sealed offers in original and 1 copies to perform the work required are due at the place specified in Item 8 by 3:00pm (hour) local time August 30, 2010 (date). If this is a sealed bid solicitation, offers must 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.

B.

An offer guarantee

FORMCHECKBOX

FORMCHECKBOX

is not required.

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.

D.

Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212

1442-101

STANDARD FORM 1442 (REV. 4-85)

Computer Generated

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

15. TELEPHONE NO. (Include area code)

Duns No. ______________________________________

TIN: ___________________________________________

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

CODE

FACILITY CODE

17.

The offeror agrees to perform the work at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government within 60 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.)

Base-01a-$_________________Base-01b-$_________________ Option-02a-$_______________ Only one base item will be awarded

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

19. ACKNOWLEDGMENT OF AMENDMENTS

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

SEE IAS SF 1442

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM

7- c/o COR

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

FORMCHECKBOX

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

FORMCHECKBOX

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

26. ADMINISTERED BY

CODE

27. PAYMENT WILL BE MADE BY

Block 7

Block 7 thence - USDA, OCFO, COD, APB

PO Box 60075

New Orleans, LA 70160

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

FORMCHECKBOX

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return ____ copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration slated 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, certifications, and specifications or incorporated by reference in or attached to this contract.

FORMCHECKBOX

29. AWARD (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) William Standley

30B. SIGNATURE

30C. DATE

31B. UNITED STATES OF AMERICA

BY

31C. AWARD DATE

Computer Generated

STANDARD FORM 1442 BACK (REV. 4-85)

PART I – THE SCHEDULE

SECTION B – SERVICES AND PRICES

OUTLET BAY CAMPGROUND WATER, SEWER, ROAD & DRAINAGE IMPROVEMENTS

Sandpoint Ranger District

Idaho Panhandle National Forests

Bonner County, Idaho

Base Bid Item – 01a (Detour Road & Detour Bridge Alternative Schedule A)

ITEM NO. 01a – sub-items
ITEM DESCRIPTION
METH. OF MEAS.
EST. QTY
UNITS
UNIT PRICE
TOTAL PRICE
104(01)
Temporary Traffic Control
LSQ
LS
1
$
$
170(07)
Construction Staking; Bridge Structure Precision A, Centerline Precision A, Slope Staking Precision B
LSQ
LS
1
$
$
202(02)
Removal of Existing 10’ Diameter CSP Culvert
AQ
EA
1
$
$
202(05)
Removal of Existing Concrete Fish Ladder & Culvert
LSQ
LS
1
$
$
204(09)
Sediment Basin
AQ
EA
1
$
$
204(19)
Soil Erosion and Pollution Control
LSQ
LS
1
$
$

206(07)

Structural Excavation
LSQ
LS
1
$
$

*215(01)

Load & Haul Government Furnished Logs with Root Wads
AQ
EA
30
$
$
251(01)
Placed Riprap, Class 5, Method A, Machine Placed (Commercial Source)
DQ
CY
220
$
$
*251(14)
Furnish Individual Boulders (24” to 36”) (Commercial Source)
AQ
EA
400
$
$

260(01)

Geocell Abutment Stabilization, 6” Depth
DQ
SY
43.33
$
$
304(11)A
Crushed Aggregate, Type Surfacing, Grading G, Compaction B (Commercial Source)
AQ
TON
675
$
$
-
-
-
-
This page sub-total→
$

Item 01a Continued next page -

Base Bid Item– 01a (continued) (Detour Road & Detour Bridge Alternative Schedule A)

ITEM NO. 01a – sub-items
ITEM DESCRIPTION
METH. OF MEAS.
EST. QTY
UNITS
UNIT PRICE
TOTAL PRICE
* 304(23)
Furnish Stream Simulation Material, Bed Class 4 (Commercial Source)
AQ
CY
140
$
$
553(01)
Precast, Prestressed Concrete Structural Member, Bulb-Tee Beam
AQ
EA
4
$
$
553A(01)A
Precast Concrete Member, Grade Beam
AQ
EA
2
$
$
553A(01)B
Precast Concrete Member, Wingwall
AQ
EA
4
$
$
558(03)
Portable Prefabricated Detour Bridge – Furnish, Install, Maintain, and Remove
LSQ
LS
1
$
$

601(01)A

Mobilization
LSQ
LS
1
$
$
625(08)
Seeding, Dry Method (with

mulch)

LSQ
LS
1
$
$

633(01)

Wood Posts
AQ
LF
36
$
$

633(17)

Object Markers
AQ
EA
4
$
$

637(01)

Large Dump Truck
AQ
HR
24
$
$
637(02)
Hydraulic Excavator with Thumb
AQ
HR
64
$
$
680(01)
Detour Road, Construct, Maintain, and Remove
LSQ
LS
1
$
$
-
-
-
Item 01a Grand Total→
$

* Pay Items with asterisk will be incorporated into the project work under Section 637 – Equipment Rental under the direction of the Contracting Officer.

Do not import material to the project site under Item 304(23) – Furnish Stream Simulation Material, Bed

Class 4 until directed to do so by the Contracting Officer.

Designated Method of Measurement: DQ – Designed Quantities; AQ – Actual Quantities;

LSQ – Lump Sum Quantities; SQ – Staked Quantities

Base Bid Item – 01b (Pedestrian By-Pass & Footbridge Alternative Schedule B)

ITEM NO. 01b – sub-items
ITEM DESCRIPTION
METH. OF MEAS.
EST. QTY
UNITS
UNIT PRICE
TOTAL PRICE
170(07)
Construction Staking; Bridge Structure Precision A, Centerline Precision A, Slope Staking Precision B
LSQ
LS
1
$
$
202(02)
Removal of Existing 10’ Diameter CSP Culvert
AQ
EA
1
$
$
202(05)
Removal of Existing Concrete Fish Ladder & Culvert
LSQ
LS
1
$
$
204(09)
Sediment Basin
AQ
EA
1
$
$
204(19)
Soil Erosion and Pollution Control
LSQ
LS
1
$
$

206(07)

Structural Excavation
LSQ
LS
1
$
$

*215(01)

Load & Haul Government Furnished Logs with Root Wads
AQ
EA
30
$
$
251(01)
Placed Riprap, Class 5, Method A, Machine Placed (Commercial Source)
DQ
CY
220
$
$
*251(14)
Furnish Individual Boulders (24” to 36”) (Commercial Source)
AQ
EA
400
$
$

260(01)

Geocell Abutment Stabilization, 6” Depth
DQ
SY
43.33
$
$
304(11)A
Crushed Aggregate, Type Surfacing, Grading G, Compaction B (Commercial Source)
AQ
TON
675
$
$
*304(23)
Furnish Stream Simulation Material, Bed Class 4 (Commercial Source)
AQ
CY
140
$
$
-
-
This page sub-total→
$

Item 01b Continued next page Base Bid Item 01b – (continued) (Pedestrian By-Pass & Footbridge Alternative Schedule B)

ITEM NO. 01b – sub-items
ITEM DESCRIPTION
METH. OF MEAS.
EST. QTY
UNITS
UNIT PRICE
TOTAL PRICE
553(01)
Precast, Prestressed Concrete Structural Member, Bulb-Tee Beam
AQ
EA
4
$
$
553A(01)A
Precast Concrete Member, Grade Beam
AQ
EA
2
$
$
553A(01)B
Precast Concrete Member, Wingwall
AQ
EA
4
$
$

601(01)A

Mobilization

LSQ
LS
1
$
$
625(08)
Seeding, Dry Method (with

mulch)

LSQ
LS
1
$
$

633(01)

Wood Posts
AQ
LF
36
$
$

633(17)

Object Markers
AQ
EA
4
$
$

637(01)

Large Dump Truck
AQ
HR
24
$
$
637(02)
Hydraulic Excavator with Thumb
AQ
HR
64
$
$
681(01)
Pedestrian By-Pass, Construct, Maintain, and Remove
LSQ
LS
1
$
$
-
-
-
-
-
-
-
-
-
-
-

Item 01b Grand Total→

* Pay Items with asterisk will be incorporated into the project work under Section 637 – Equipment Rental under the direction of the Contracting Officer.

Do not import material to the project site under Item 304(23) – Furnish Stream Simulation Material, Bed

Class 4 until directed to do so by the Contracting Officer.

Designated Method of Measurement: DQ – Designed Quantities; AQ – Actual Quantities;

LSQ – Lump Sum Quantities; SQ – Staked Quantities

Optional Bid Item 02a – Crushed Aggregate Surfacing (MP 0.00 to MP 3.0)

ITEM NO. 02a – sub-items
ITEM DESCRIPTION
METH. OF MEAS.
EST. QTY
UNITS
UNIT PRICE
TOTAL PRICE
304(11)B
Crushed Aggregate, Type Surfacing, Grading G, Compaction B (Commercial Source)
AQ
TON
6000
$
$

601(01)B

Mobilization
LSQ
LS
1
$
$
-
-
-
-
-
-
-
-
-
-
-

Item 02a Option Total→

Note:

Offerors must submit prices for all the Items (01a, 01b and 02a) Base Item 01a = Schedule A Base Item 01b = Schedule B

The Government will only award only one of the base items 01a or 01b, for which-ever represents the best overall value to the Government.

Government may award Optional Bid Item 02a at the time of contract award or by contract modification at any time prior to September 1, 2011- I.9 52.217-7 Option for Increased Quantity—Separately Priced Line Item (March 1989).

Proposals will be evaluated in accordance with Section L and M.

PART I - THE SCHEDULE

SECTION C - DESCRIPTION AND SPECIFICATIONS

C- 1 - PROJECT DESCRIPTION AND LOCATION

(a) - Description of Work. This project involves the removal of an existing 10 foot diameter CMP and construction of a new 67’ span bridge with a pre-stressed concrete bulb-tee beam superstructure on a precast concrete grade beam foundation.

The project work includes, but not limited to; removal of existing CMP structure, minor clearing and grubbing, structural excavation, furnish and placement of riprap, furnish and install precast concrete grade beams and wing-walls, furnish and install precast pre-stressed concrete bulb-tee beams, excavation and embankment, crushed aggregate surfacing, equipment rental stream realignment and structures work, stream diversion(s), soil erosion and pollution control, contractor construction quality control and associated minor work items.

(a) - Project Location. The N.F. Grouse project can be reached by traveling approximately 6.8 miles east on Highway 200 from Sandpoint, Idaho. Turn left off Highway 200 onto the Colburn Culver Road. Travel 5.8 miles and turn right on the Grouse Creek Cutoff Road. Travel 1.5 miles on the Grouse Creek Cutoff Road to the Grouse Creek Road No. 280 (pavement ends at mile point 1.2 on the Grouse Creek Cutoff Road). Turn right onto Grouse Creek Road No. 280 and travel 1.8 miles to the Forest Service Boundary where you will cross the concrete bridge over Grouse Creek on Road No. 280. With award of the Optional Bid Items for crushed aggregate surfacing, this work item would start at the Forest Service Boundary (MP 0.00) and extend approximately 3 miles on Road No. 280. Continue on Road No. 280 another 1.7 miles beyond the Forest Boundary to the NF Grouse Creek crossing and the bridge project site. This bridge project site is located on the Sandpoint Ranger District in Section 20, R1E, T59N, Bonner County Idaho.

The bridge project site is located on Forest Service Road No. 280 at mile post 1.7 on the Sandpoint Ranger District of the Idaho Panhandle National Forests in Bonner County, Idaho.

(c) - Price Range. $250,000 to $500,000

(d) - Pre-Bid Tour. A pre-bid tour is not scheduled for this project. Interested bidders are encouraged to visit the project site prior to submittal of a technical and price proposal.

(e) - Pre-Bid Conference: A pre-bid conference is not scheduled for this project. Interested bidders may obtain additional information by contacting William Standley or Larry Shepherd at:

Contracting Questions:

Technical Questions:

William Standley Larry Shepherd

USDA Forest Service USDA Forest Service

Supervisor’s Office Supervisor’s Office

3815 Schreiber Way 3815 Schreiber Way

Coeur d’Alene, Idaho 83815 Coeur d’Alene, Idaho 83815

Telephone: (208) 765-7444 Telephone: (208) 765-7408 e-mail: lshepherd@fs.fed.us

(f) - Start Work. It is estimated that the notice to proceed under this contract will be issued by late September, 2010 to facilitate the contract submittal process and contractor ordering of concrete bridge components for 2011 construction. The N.F. Grouse Creek Bridge and stream channel work must be completed between July 15th and September 1st of 2011. Contractor will have until October 15th of 2011 to complete the optional bid item.

(g) - Period of Performance. See Part 1, Section F, Clause 53.211-10. All work under this contract has a completion date of October 15, 2011. (The pipe removal, bridge installation and any associated in-stream work subject to in-stream work window shall be completed by September 1, 2011.)

(h) - Restrictions. In-stream work will only be allowed between July 15th and September 1st of any construction year without prior approval by the Contracting Officer. Contractor shall develop and submit a Plan of Operation for de-watering and sediment containment to meet project BMP’s for erosion and sediment control 15 days prior to any in-stream work.

There are several private residences located beyond the bridge construction site with the only access being Road No. 280 through the project area. See Special Project Specification Section 104 for road closure period and traffic control signing requirements. A road closure period will be contingent upon Government’s award of Base Bid – Item 01a Schedule A or Base Bid – Item 01b Schedule B.

· Base Bid Item 01a Schedule A Alternative (Detour Road & Detour Bridge) – Under this award alternative, the Contractor will furnish and install a portable prefabricated detour bridge for public traffic around the bridge site as specified and shown on the drawings during the construction period. Road will remain open to public traffic with minor delays as outlined under Section 104.

· Base Bid Item 01b Schedule B Alternative (Pedestrian By-Pass & Foot Bridge) – Under this award alternative, the Contractor will be allowed one(1) sixteen(16) consecutive day road closure period during the bridge installation. In order to meet this schedule Contractor’s may need to consider costs associated with weekend work and premium overtime costs. No temporary detour or work bridge will be allowed under this Schedule B award alternative. To provide limited access for residents, the Contractor will construct a temporary foot path and temporary pedestrian bridge to provide residence safe pedestrian access during this road closure period. During this closure period, residence will have the option of parking vehicles on one or both sides of the construction area. Government will work with Contractor to designate a parking area for residents to leave vehicles outside the construction area.

C- 2 - GOVERNMENT-FURNISHED PROPERTY. Logs with root wads for this project are stockpiled approximately ¼ mile south of the Priest Lake Ranger Station (See SPS Section 105 and SPS Section 215). Contractor will load and haul logs with root wads to the project site under Pay Item 215(01). Logs with root wads will be incorporated into the project work under Section 637 – Equipment Rental pay items.

C- 3 - STANDARD SPECIFICATIONS. "Forest Services Specifications for Construction of Roads & Bridges (Revised August 1996) are included in this solicitation by reference only. The requirements contained in these Specifications are hereby made a part of this Solicitation and any resultant contract.

Copies of the "Forest Service Specifications for Construction of Roads & Bridges" (August 1996) are available at http://www.fs.fed.us/database/acad/dev/roads/roadscon.htm The following Standard Specifications are applicable to this contract and are included by reference:

SPEC. NUMBER

TITLE

Section 101

Abbreviations, Acronyms, & Terms

Section 102

Definitions

Section 103 Intent of Contract

Section 104

Maintenance for Traffic

Section 105

Control of Materials

Section 106

Measurement and Payment

Section 160

Quality Control & Quantity Measurement

Section 170

Construction Staking, Offset L-Line

Section 201

Clearing & Grubbing

Section 202

Removal of Structures and Obstructions

Section 203

Excavation, Embankment & Haul

Section 204

Soil Erosion and Water Pollution Control

Section 206

Structural Excavation for Major Structures

Section 207

Developing Water Supply & Watering

Section 221

Earthwork Geotextiles

Section 251

Riprap

Section 304

Aggregate Base or Surface Course

Section 306

Reconditioning Existing Road

Section 552

Structural Concrete

Section 553

Prestressed Concrete

Section 553A

Precast Concrete Structures

Section 554

Reinforcing Steel

Section 558

Prefabricated, Modular Bridge Supersturcuture

Section 562

Forms & Falsework

Section 564

Bearing Devices

Section 601

Mobilization

Section 625

Seeding & Mulching

Section 633

Signs

Section 637 Equipment Rental

Section 701

Cement, Grout & Mortar

Section 703

Aggregate

Section 704

Soil

Section 705

Rock

Section 709

Reinforcing Steel & Wire Rope

Section 711

Concrete Curing Material & Admixtures

Section 712

Joint Material

Section 713

Roadside Improvement Material

Section 714

Geotextile, Geocomposite Drain Material, & Geogrids

Section 717

Structural Metal

Section 718

Traffic Signing & Marking Material

Section 725

Miscellaneous Material C- 4 - SPECIAL PROJECT SPECIFICATIONS. The following Special Project Specifications are applicable to this contract and are physically included in this section:

NUMBER

TITLE

DATE

PAGES

SPS 101

Abbreviations, Acronyms & Terms 07/12/10

SPS 102

Definitions

SPS 103

Intent of Contract

SPS 104

Maintenance for Traffic

SPS 105

Control of Materials 07/12/10

SPS 106

Measurement & Payment

SPS 160

Quality Control & Quantity Measurement

SPS 170

Construction Staking, L-Line

SPS 201

Clearing & Grubbing

SPS 202

Removal of Structures and Obstructions

SPS 203

Excavation, Embankment, & Haul

SPS 204

Soil Erosion and Water Pollution Control

SPS 206

Structure Excavation for Major Structures 07/12/10

SPS 207

Developing Water Supply & Watering

SPS 215

Hauling Government-Furnished Logs

SPS 251

Riprap

SPS 260

Cellular Confinement System

SPS 304

Aggregate Base or Surface Course 07/12/10

SPS 306

Reconditioning Existing Road 07/12/10

SPS 552

Structural Concrete

SPS 553

Prestressed Concrete

SPS 553A

Precast Concrete Structures

SPS 554

Reinforcing Steel

SPS 558

Prefabricated, Modular Bridge Superstructure

SPS 601

Mobilization

SPS 625

Seeding & Mulching

SPS 637

Equipment Rental

SPS 680

Detour Road 07/12/10

SPS 681

Pedestrian By-Pass 07/12/10

SPS 701

Cement, Grout, & Mortar

SPS 703

Aggregates

SPS 705

Rock 07/12/10

SPS 713

Roadside Improvement Material

SPS 726

Geocell 07/12/10

C- 5 – DRAWINGS

Description Page No.

Title Sheet

Schedule A - Summary of Quantities & General Notes

Schedule B - Summary of Quantities & General Notes

Survey Coordinate Tables

Detour Typical Sections

Schedule A - Detour Road, Detour Plan & Profile

Schedule B – Pedestrian By-Pass, By-Pass Plan

Roadway Typical Sections and Details

Roadway Plan & Profile

Bridge General Layout

Stream Details

11 – 13

Foundation Details

Abutment Plan & Elevation

15 – 16

Abutment Details

17 – 18

Superstructure Details

19 – 21

Roadway Cross Sections

XS1 – XS2

SECTION D—PACKAGING AND MARKING

D.1 Project Labeling For Official Correspondence

The Government singularly identifies each project with a contract number at time of Award. The contract number is a unique identifier to purposely and permanently represent an awarded project. The Government issued contract number is to be referenced on all official communication starting upon notice of award.

SECTION E—INSPECTION AND ACCEPTANCE

E.1 FAR 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): www.arnet.gov/far/

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.246-12 Inspection of Construction (AUG 1996)

52.246-13 Inspection--Dismantling, Demolition, or Removal of Improvements (AUG 1996)

SECTION F—DELIVERIES OR PERFORMANCE

F.1 FAR 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): www.arnet.gov/far/

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.242-14 Suspension of Work (APR 1984)

F.2 FAR 52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984) The Contractor shall be required to (a) commence work under this contract within 10 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 September 1, 2011 for the bridge & stream channel work subject to in-stream work windows. Option Item 02a shall be completed by October 15, 2011. The time stated for completion shall include final cleanup of the premises and shall be subject to in-stream work windows.

F.3 Government Return & Approval of Submittals Contractor submittals and product lists shall be reviewed and returned by the Government within 14 business days of receipt.

SECTION G--CONTRACT ADMINISTRATION DATA

G.1 Administration

(a) CONTRACTING OFFICER’S REPRESENTATIVE. The Contracting Officer will designate a representative, hereinafter referred to as the Contracting Officer’s Representative (COR) or, alternatively, as the Engineer, who will provide on-the-ground administration for the Government. The COR will be designated in writing and a copy of the designation will be furnished to the Contractor before or at the pre-work conference. The Contractor is cautioned to read the COR designation because certain authority under the contract is reserved solely for the Contracting Officer. The term “Contracting Officer” as used throughout the contract shall be interpreted to include the Contracting Officer’s designated representative(s) acting within the limits of their delegation of authority.

(b) CONTRACTOR’S REPRESENTATIVE. Any representative of the Contractor shall be designated in writing. The designation shall clearly indicate the name and limitations of authority, if any, of the representative.

(c) GOVERNMENT-FURNISHED PROPERTY The Government will 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.

· Logs with root wads for this project are stockpiled approximately ¼ mile south of the Priest Lake Ranger Station (See SPS Section 105 and SPS Section 215). Contractor will load and haul logs with root wads to the project site under Pay Item 215(01). Logs with root wads will be incorporated into the project work under Section 637 – Equipment Rental pay items.

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H.1

AGAR 452.237-74 KEY PERSONNEL (FEB 1988)

(a) The Contractor shall assign to this contract the following key personnel:

· Construction Superintendant

(b) During the first 90 days of performance, the Contractor shall make no substitutions of key personnel unless the substitution is necessitated by illness, death, or termination of employment. The Contractor shall notify the Contracting Officer within 15 calendar days after the occurrence of any of these events and provide the information required by paragraph (c) below. After the initial 90-day period, the Contractor shall submit the information required by paragraph (c) to the Contracting Officer at least 15 days prior to making any permanent substitutions.

(c) The Contractor shall provide a detailed explanation of the circumstances necessitating the proposed substitutions, complete resumes for the proposed substitutes, and any additional information requested by the Contracting Officer. Proposed substitutes should have comparable qualifications to those of the persons being replaced. The Contracting Officer will notify the Contractor within 15 calendar days after receipt of all required information of the decision on substitutions. The contract will be modified to reflect any approved changes of key personnel.

H.2 ENVIRONMENTAL PROTECTION

Prevention of Oil Spills. The contractor is required to have a spill plan. When storage facilities for oil or oil products are on site, appropriate preventive measures shall be taken to insure that any spill of such oil or oil products does not enter any stream, wetland, or any other body of water. If a spill of petroleum product should occur in water, immediately notify the Contracting Officer and appropriate state agencies.

Service all equipment only in the areas approved by the Contracting Officer. If the total oil or oil products storage exceeds 1320 gallons or if any single container exceeds a capacity of 660 gallons, prepare a Spill Prevention Control and Countermeasures (SPCC) Plan. Meet all applicable EPA requirements (40 CFR 112) including certification by a registered professional engineer.

Contractor shall ensure that all personnel involved in handling and packaging the hazardous materials are trained for the level of expertise required for the proper performance of the task and, in particular, in the areas of chemical incompatibility, general first aid procedures, and spills. Provide handling and personal protective equipment appropriate to ensure safe handling of the hazardous material according to 29 CFR 1910.120). Notify the Forest Service in writing of all hazardous material that may be brought onto the National Forest.

The Contractor is solely responsible for all spills or leaks that occur during the performance of this contract. The contractor must clean up spills or leaks in a manner that complies with Federal, state, and local laws and regulations and to the satisfaction of the CO. When necessary provide copies of all spill related clean up and closure documentation and correspondence from regulatory agencies.

H.3 NOXIOUS WEED CONTROL

In order to prevent the potential spread of noxious weeds into work areas, Contractor shall be required to use weed-free equipment.

The following is considered proof of weed-free equipment:

The Contractor will be required to clean all construction equipment prior to entry on to national forest land. This cleaning shall remove all dirt and plant parts and material that could carry noxious weed seeds into the work area. Only clean construction equipment inspected by the Forest Service will be allowed to operate within the work area. All subsequent move-ins of construction equipment shall be treated in the same manner as initial move-in. "Construction equipment" does not include pickup trucks and personal vehicles.

H. 4 452.236-77 EMERGENCY RESPONSE (Nov 1996)

(a) Contractor's Responsibility for Fire Fighting. (1) The Contractor, under the provisions of FAR clause 52.236-9, PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS, shall immediately extinguish all fires on the work site other than those fires in use as a part of the work. (2) The Contractor may be held liable for all damages and for all costs incurred by the Government for labor, subsistence, equipment, supplies, and transportation deemed necessary to control or suppress a fire set or caused by the Contractor or the Contractor's agents or employees.

(b) Contractor's Responsibility for Notification in Case of Fire. The Contractor shall immediately notify the Government of any fires sighted on or in the vicinity of the work site.

( c) Contractor's Responsibility for Responding to Emergencies. When directed by the Contracting Officer, the Contractor shall allow the Government to temporarily use employees and equipment from the work site for emergency work (anticipated to be restricted to fire fighting). An equitable adjustment for the temporary use of employees and equipment will be made under the CHANGES clause, FAR 52.243-4.

H.5 FIRE CONTROL

(a) Contractor's Responsibility for Contractor-Caused Fires. The Contractor, whether or not directed by the Forest Service, shall immediately extinguish, without expense to the Government, all fires on or in the vicinity of the project which are caused by Contractor's employees, whether set directly or indirectly as a result of Contractor operations. The Contractor may be held liable for all damages and costs of additional labor, subsistence, equipment, supplies, and transportation resulting from fires set or caused by the Contractor's employees or resulting from contract operations.

(b) Other Fires. For the purpose of fighting forest fires on or in the vicinity of the project which are not caused by the Contractor or his employees, the Contractor when requested by the Contracting Officer shall place his employees and equipment temporarily at the disposal of the Forest Service. Payment for such services will be made by the Government at not less than the current rate for fire-fighting services established by the Forest Service in the area concerned.

Any employees and equipment furnished will be relieved from fire fighting as soon as the Forest Service finds that it is practicable to employ other labor and equipment adequate for the protection of the area. An equitable adjustment in contract time may be made for this period.

(c) Fire Protection Requirements - Fire Plan. At all times during closed fire season period, as specified by State law, the Contractor shall comply with each of the following provisions to the extent applicable to his operation under the contract.

(1) Fire Tools. The Contractor will provide for each employee in the contract area at least one approved handtool of a type appropriate in the contract area, such as shovel, pulaski, or ax. Tools required and furnished under (2) and (4) below, shall count toward fulfillment of the above requirement. Where additional tools, beyond those required under (2) and (4) below, are to be provided, the Contractor shall seal such tools in one or more boxes painted red and marked "Tools for Fire Only." All tools required herein shall be kept sharp and in good serviceable condition and maintained at locations to be designated by the Forest Service.

(2) Fire Extinguishers and Tools on Mobile or Stationary Equipment. Each unit of powered equipment used in connection with this contract, including automobiles, trucks, tractors, etc., shall be equipped with serviceable tools and fire extinguishers as follows:

One - fire extinguisher, dry chemical type of not less than 2-1/2 pound capacity with a 4 BC or higher rating.

One - shovel, round point #0 lady or equal.

One - ax, 2 pounds or over, 26-inch minimum length, or one pulaski.

One - water container (at least 1-gallon capacity), not required with stationary equipment.

(3) Spark Arresters. Each internal combustion engine shall be provided with a spark arrester or spark arresting device approved by the Forest Service. Exceptions where the Forest Service may approve mufflers, or other equipment in lieu of spark arresters qualified and rated under Forest Service Standard 5100-1a are: (a) small multiposition engines, such as chain saws, shall meet Society of Automotive Engineers J335b standards; (b) passenger-carrying vehicles and light trucks may have baffle-type mufflers with tail pipe; (c) heavy-duty trucks may have a vertical stack exhaust system and muffler, provided the exhaust stack extends above the cab of the vehicle. An exhaust-driven turbocharger is considered to be a satisfactory spark arrester. Internal combustion engine exhaust systems, arresters, and other devices must be properly installed and maintained.

(4) Powersaws. For each powersaw used in connection with this contract, the following will be provided:

One - shovel, round point #0 lady or equal. Shovel must be immediately available for use.

One - Fire extinguisher, containing not less than 8 ounces of extinguisher fluid, or a dry chemical powder-type of not less than 1-pound capacity. The extinguisher must be immediately accessible to the saw operator at all times.

Any fueling or refueling of a powersaw shall only be done in an area which has first been cleared or is free of all material capable of carrying fire; powersaw shall be moved at least 10 feet from place of fueling before starting.

(5) Blasting. Fuse or prima cord shall not be used unless authorized in writing by the COR with special precautions stated.

(6) Smoking. Smoking shall not be permitted within the contract area except on surfaced or dirt roads, at landings, within closed vehicles, in camps, or at other posted places, and shall never be allowed while working or traveling on foot.

(7) Storage of Petroleum and Other Highly Flammable Products. Gasoline, oil, grease, or other highly flammable material will be stored either in a separate building used exclusively for such storage, or at a site when all combustible debris and vegetation is cleared away within a radius of 25 feet. Fire extinguishers and/or sand barrels may be required at such locations specified by the Forest Service when unusually hazardous conditions exist.

(8) Debris Burning and Warming Fires. Burning permits will be required for all debris burning fires. Lunch and warming fires may be allowed in fireproofed areas during periods of low fire danger if and as specified in the fire plan. Such fires must not be left burning unattended.

(9) Precautions for Stoves. Stovepipes on all temporary buildings, trailers, and tents using wood burning stoves, will be equipped with roof jacks and serviceable spark arresters of mesh with openings no larger than 5/8 inch.

All stovepipes, inside and out, will not be closer than 2 feet from any wood or other flammable material or 1 foot if the combustible material is protected by a metal or asbestos shield.

(10) Welding. Welding or use of cutting torches will be permitted only in areas that have been cleared or are free of all material capable of carrying fire. Flammable debris and vegetation must be removed from within a minimum of 10 feet radius of all welding and cutting torch operations. A shovel and a 5-gallon standard backpack water container (filled) with handpump attached, shall be immediately available for use in the event of a fire start.

(11) Fire Plan. Prior to initiating work on the contract area, during the closed fire season period, a fire prevention and suppression plan will be prepared. The Contractor and the Forest Service will jointly prepare this plan. Such plan shall include a detailed list of men and equipment at the Contractor's disposal for implementing the plan. The fire plan shall also specify additional measures and/or special requirements, such as Hoot Owl restrictions, necessary during periods of critical fire weather conditions.

When Hoot Owl restrictions are invoked, the Forest Service may curtail or shut down all or portions of a Contractor's operations. The following requirements may be imposed:

(i) All high fire risk operations could be terminated at 1300 local time.

(ii) All burning could be stopped, including debris burning fires.

(iii) Patrolman may be required for a period of 2 hours after high fire risk operations and 1 hour after end of work shift. The Contractor shall provide the patrolman unless the contract is for equipment rental, in which case the Government will provide the patrolman.

(12) Pump and Trailer. NOT USED

(13) Burning. Before starting any open burning, the Contractor shall comply with the following:

(i) Submit a burning plan, subject to approval by the Contracting Officer, designed to minimize the impact on air quality and to lessen any fire damage.

(ii) Submit a burning permit from the District Ranger.

(iii) Use weather forecasts as far as possible in scheduling burning for more favorable dispersal of smoke.

(iv) Fuel shall be reasonably free of dirt and piled to facilitate rapid and complete combustion. Piles shall be tended during burning operations to maintain combustion and to eliminate unnecessary smudges. Piles shall be patrolled during off-work hours to avoid wildfires.

(v) Unless fire season controls dictate otherwise, burning shall be scheduled, as far as practicable, for the most favorable conditions during the burning period.

(vi) Under certain atmospheric conditions, smoke accumulations may become excessive and in these cases, the Regional Forester may, at his discretion, prohibit all open burning for definite periods within specific areas of the National Forest.

H- 6 Loss, Damage, or Destruction

(a) Equipment furnished with operator. The Government shall not be liable for loss, damage, or destruction of equipment furnished under this contract except for such loss, damage, or destruction resulting from the negligent or wrongful act(s) of Government employee(s) while acting within the scope of their employment.

All claims arising under this clause will be submitted to the Contracting Officer.

H-7 State of Idaho’s Notice to Offeror (See attachment in Section J) Idaho Workers Compensation Law

(a) Prior to award of any contract subject to Idaho Workers' Compensation Laws, the contractor must provide (1) evidence that they have the required workers' compensation coverage or, (2) documentation from the State of Idaho exempting the contractor from such coverage.

(b) Contractors should obtain and complete a State of Idaho Certificate of Verification of Workers' Compensation Insurance as documentation of insurance coverage or exemption. These certificates may be obtained from and returned to the Employee Compliance Division of the Idaho Industrial Commission at the following offices:

North Idaho

Southwest Idaho

1221 Ironwood Street, Suite 100

317 Main Street

Coeur d'Alene, ID 83814

P.O. Box 83720

(208) 769-1565

Boise, ID 83720-0041

Fax No. (208) 769-1465

(208) 334-6032

(800) 950-2110

Fax No. (208) 334-5145

Southeast Idaho

1070 Hiline, Suite 300

Pocatello, ID 83201

(208) 236-6366

Fax No. (208) 236-6040

(c) This certificate of verification shall be fully executed by the contractor and signed by the Industrial Commission Compliance Officer prior to award of the contract.

PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

I.1 FAR 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):

www.arnet.gov/far/ www.usda.gov/procurement/policy/agar.html

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.202-1 Definitions (JUL 2004)

52.203-3 Gratuities (APR 1984)

52.203-5 Covenant Against Contingent Fees (APR 1984)

52.203-6 Restrictions on Subcontractor Sales to the Government (SEP 2006)

52.203-7 Anti-Kickback Procedures (JUL 1995)

52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity (JAN 1997)

52.203-10 Price or Fee Adjustment for Illegal or Improper Activity (JAN 1997)

52.203-12 Limitation on Payments to Influence Certain Federal Transactions (SEP 2007)

52.204-4 Printed or Copied Double-Sided on Recycled Paper (AUG 2000)

52.209-6 Protecting the Government's Interest when Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (MAY 2008)

52.215-2 Audit and Records -- Negotiation (JUN 1999)

52.219-3 Notice of Total HUBZone Set-Aside (JAN 1999) SEE I.7 for full text 52.219-8 Utilization of Small Business Concerns (MAY 2004) 52.219-14 Limitations on Subcontracting (DEC 1996)

52.222-3 Convict Labor (JUN 2003)

52.222-4 Contract Work Hours and Safety Standards Act -- Overtime Compensation (JUL 2005)

52.222-6 Davis-Bacon Act (JUL 2005)

52.222-7 Withholding of Funds (FEB 1988)

52.222-8 Payrolls and Basic Records (FEB 1988)

52.222-9 Apprentices and Trainees (JUL 2005)

52.222-10 Compliance with Copeland Act Requirements (FEB 1988)

52.222-11 Subcontracts (Labor Standards) (JUL 2005) 52.222-12 Contract Termination - Debarment (FEB 1988)

52.222-13 Compliance with Davis-Bacon and Related Act Regulations (FEB 1988)

52.222-14 Disputes Concerning Labor Standards (FEB 1988)

52.222-15 Certification of Eligibility (FEB 1988)

52.222-21 Prohibition of Segregated Facilities (FEB 1999)

52.222-26 Equal Opportunity (MAR 2007)

52.222-27 Affirmative Action Compliance Requirements for Construction (FEB 1999)

52.222-35 Equal Opportunity for Special Disabled Veterans, Veterans of the Vietnam Era, and other Eligible Veterans (SEP 2006)

52.222-36 Affirmative Action for Workers with Disabilities (JUN 1998)

52.222-37 Employment Reports on Special Disabled Veterans, Veterans of the Vietnam Era, and other Eligible Veterans (SEP 2006)

52.222-50 Combating Trafficking in Persons (SEP 2007)

52.223-5 Pollution Prevention and Right-to-Know Information (AUG 2003)

52.223-6 Drug-Free Workplace (MAY 2001)

52.223-14 Toxic Chemical Release Reporting (AUG 2003)

52.223-15 Energy Efficiency in Energy-Consuming Products (DEC 2007)

52.225-13 Restrictions on Certain Foreign Purchases (JUN 2008)

52.227-1 Authorization and Consent (DEC 2007)

52.227-2 Notice and Assistance Regarding Patent and Copyright Infringement (DEC 2007)

52.227-4 Patent Indemnity -- Construction Contracts (DEC 2007)

52.228-2 Additional Bond Security (OCT 1997)

52.228-11 Pledges of Assets (FEB 1992)

52.228-12 Prospective Subcontractor Requests for Bonds (OCT 1995)

52.228-14 Irrevocable Letter of Credit (DEC 1999)

52.228-15 Performance and Payment Bonds – Construction (NOV 2006)

52.229-3 Federal, State, and Local Taxes (APR 2003)

52.232-5 Payments Under Fixed-Price Construction Contracts (SEP 2002)

52.232-17 Interest (OCT 2008)

52.232-23 Assignment of Claims (JAN 1986)

52.232-27 Prompt Payment for Construction Contracts (OCT 2008)

52.232-33 Payment by Electronic Funds Transfer – Central Contractor Registration (OCT 2003)

52.233-1 Disputes (JULY 2002)

52.233-3 Protest After Award (AUG 1996)

52.233-4 Applicable Law for Breach of Contract Claim (OCT 2004)

52.236-2 Differing Site Conditions (APR 1984)

52.236-3 Site Investigation and Conditions Affecting the Work (APR 1984)

52.236-5 Material and Workmanship (APR 1984)

52.236-6 Superintendence by The Contractor (APR 1984)

52.236-7 Permits and Responsibilities (NOV 1991)

52.236-8 Other Contracts (APR 1984)

52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (APR 1984)

52.236-10 Operations and Storage Areas (APR 1984)

52.236-11 Use and Possession Prior to Completion (APR 1984)

52.236-12 Cleaning Up (APR 1984)

52.236-13 Accident Prevention (NOV 1991) SEE I.8 for full text.

52.236-14 Availability and Use of Utility Services. (April 1984) 52.236-15 Schedules for Construction Contracts (APR 1984)

52.236-16 Quantity Surveys (APR 1984) 52.236-17 Layout of Work (APR 1984)

52.236-21 Specifications and Drawings for Construction (FEB 1997)

52.236-26 Preconstruction Conference (FEB 1995)

52.237-2 Protection of Government Buildings, Equipment, and Vegetation (APR 1984) 52.242-13 Bankruptcy (JUL 1995)

52.243-4 Changes (AUG 1987)

52.244-6 Subcontracts for Commercial Items (MAR 2009)

52.245-1 Property Records (JUN 2007) 52.245-2 Government Property (Fixed-Price Contracts) (JUN 2007) 52.246-21 Warranty of Construction (MAR 1994) 52.248-3 Value Engineering – Construction (SEP 2006)

52.249-2 Termination for Convenience of the Government (Fixed-Price) (MAY 2004)--Alternate I (SEP 1996)

52.249-10 Default (Fixed-Price Construction) (APR 1984) 52.253-1 Computer Generated Forms (JAN 1991)

AGRICULTURE ACQUISITION REGULATION (48 CFR CHAPTER 4) CLAUSES

452.232-70 Reimbursement for Bond Premiums – Fixed-Price Construction Contracts (NOV 1996)

452.236-71 Prohibition Against the Use of Lead-Paint (NOV 1996)

452.236-72 Use of Premises (NOV 1996)

452.236-73 Archeological or Historic Sites (FEB 1988)

452.236-74 Control of Erosion, Sedimentation and Pollution (NOV 1996)

452.236-76 Samples and Certificates (FEB 1988)

452.236-77 Emergency Response (NOV 1996) In full text as H.4 I.2 52.204-7 Central Contractor Registration (APR 2008)

(a) Definitions. As used in this clause—

“Central Contractor Registration (CCR) database” means the primary Government repository for Contractor information required for the conduct of business with the Government.

“Data Universal Numbering System (DUNS) number” means the 9-digit number assigned by Dun and Bradstreet, Inc. (D&B) to identify unique business entities.

“Data Universal Numbering System+4 (DUNS+4) number” means the DUNS number means the number assigned by D&B plus a 4-character suffix that may be assigned by a business concern. (D&B has no affiliation with this 4-character suffix.) This 4-character suffix may be assigned at the discretion of the business concern to establish additional CCR records for identifying alternative Electronic Funds Transfer (EFT) accounts (see the FAR at Subpart 32.11) for the same concern.

“Registered in the CCR database” means that—

(1) The Contractor has entered all mandatory information, including the DUNS number or the DUNS+4 number, into the CCR database; and

(2) The Government has validated all mandatory data fields, to include validation of the Taxpayer Identification Number (TIN) with the Internal Revenue Service (IRS), and has marked the record “Active”. The Contractor will be required to provide consent for TIN validation to the Government as a part of the CCR registration process.

(b)

(1) By submission of an offer, the offeror acknowledges the requirement that a prospective awardee shall be registered in the CCR database prior to award, during performance, and through final payment of any contract, basic agreement, basic ordering agreement, or blanket purchasing agreement resulting from this solicitation.

(2) The offeror shall enter, in the block with its name and address on the cover page of its offer, the annotation “DUNS” or “DUNS+4” followed by the DUNS or DUNS+4 number that identifies the offeror’s name and address exactly as stated in the offer. The DUNS number will be used by the Contracting Officer to verify that the offeror is registered in the CCR database.

(c) If the offeror does not have a DUNS number, it should contact Dun and Bradstreet directly to obtain one.

(1) An offeror may obtain a DUNS number—

(i) Via the internet at http://fedgov.dnb.com/webform or if the offeror does not have internet access, it may call Dun and Bradstreet at 1-866-705-5711 if located within the United States; or

(ii) If located outside the United States, by contacting the local Dun and Bradstreet office. The offeror should indicate that it is an offeror for a U.S. Government contract when contacting the local Dun and Bradstreet office.

(2) The offeror should be prepared to provide the following information:

(i) Company legal business name.

(ii) Tradestyle, doing business, or other name by which your entity is commonly recognized.

(iii) Company physical street address, city, state and Zip Code.

(iv) Company mailing address, city, state and Zip Code (if separate from physical).

(v) Company telephone number.

(vi) Date the company was started.

(vii) Number of employees at your location.

(viii) Chief executive officer/key manager.

(ix) Line of business (industry).

(x) Company Headquarters name and address (reporting relationship within your entity).

(d) If the Offeror does not become registered in the CCR database in the time prescribed by the Contracting Officer, the Contracting Officer will proceed to award to the next otherwise successful registered Offeror.

(e) Processing time, which normally takes 48 hours, should be taken into consideration when registering. Offerors who are not registered should consider applying for registration immediately upon receipt of this solicitation.

(f) The Contractor is responsible for the accuracy and completeness of the data within the CCR database, and for any liability resulting from the Government’s reliance on inaccurate or incomplete data.

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